20030083 Ver 1_MAPS_20030613

_
i-
. ` SD0 00 SD101500 20000823
1 -MINIMUM THRUST BL K AREAS AND DIM ~NSIONS sDlooao7 20000616 TABLE 4
0000801 ES`AND PLUGS hal hay ,2 90 BEND 45' BEND 22j§' BEND 11 'BEND TE i. Concrete s ~ncrete shall have a minimum compressive strength of 2500 psi of 28 days.
NOMINAL PIPE AREA B H AREA B H AREA B H AREA 8 H AREA B H 2, Minimum thrust b ~ Inimum thrust block bearing areas shall be as shown in Table 1. Thrust block
SIZE sf in (In) (sf) (in) (In) (sf) (in) (in) (ef) (in) (In) (sf) (In) (in) dimensions shall 1 mensiana shall be chosen auoh that the width (B) s between one and two
• 0. 8 4 0.1 6 3 0.1 6 3 0.3 8 ti times the block h 2 0.4 10 6 2 be varied to mee~ nes the block height (N). Dimensions shown in Table 1 ore preferred but may varied to meet site conditions. _ W
R/W R/ bein blocked for inimum .of 60' ,
" 0.8 13 9 0.4 10 6 0.2 6 5 0.1 6 4 0.6 11 8 3 3. Thrust blocks sha above and below oust blocks shall bear against the Hem g rove and below the horizontal centerline of the Item. ~ i
4" 1.5 1 B 12 0.8 13 9 0.4 10 6 0 2 ~ 6 1.0 15 10 ~ ,
.1 21 15 4. Su i:es of item 6" 3.0 24 18 1.6 20 12 O.B „13 ~ 9 0.4 8 8 2 riot to lacing c P P be±s of item' bein' bt shall be covered with polyethylene encasement i. ~ 9 ~ior to placing concrete to revent direct contact and bonding with concrete.
.8 24 17 1.4 17 12 0.1 11 11 3.6 20 8 5.2 32 24 2
5. Alt joints shall be ' nd or future connections. Concrete shall ? EXISTING ASPHALT rn II be accessible for re air a / Z t pints sha p g o ~t cover bolts, nuts, or Blonds. ~ ~
id" 7.7 40 28 4.2 30 20 2.1 22 14 1,1 13 13 5.5 33 24 not cover bolts, r D + 6" MIN. y„ S n ~
}D + 24" MA~f. 12" 10.9 50 32 5.9 36 24 3.0 24 18 1.5 15 15 7.7 40 28 GROUND
16" 18,9 65 42 10.2 46 32 5.3 32 24 2.6 24 16 13.4 54 36
Bearing areos in Table i above are based on bearing 1e' NIN. - to'i ~ SMALLER 5' MIN. z
against sand, For other soil conditions, the areos and 24• M~. _ tyq ~ LARGER TYP. ° F
dimensions In Table t above eholl be multiplied by the appropriate multiplier from Table 2 below. CIt0U1B1 SURFACE e ~
oO ~ TABLE 2 -SOIL MULTIPLIERS m eii m uNasTURBEB say eii
I Z UNDISTURBED SOIL - ~ SOIL i i ~~d 9~
`0 SOIL. BEARING AREA DIMENSION ~ ~ ~ ~ CONCRETE WATER MAIN ° ~ THRUST BLOCK
~t TYPE STRENGTH MULTIPLIER MULTIPLIER o x iv STEEL CASING °z
(Psf) ' CONCRE CONCRETE ORE CROSS-SECTION
Soft Clay 1,000 4.00 2A0 TTIRUST . THRUST BLOCK TYPICAL DRYS
Silt 1,500 2.67 1.64 x NOTES
Sandy Sllt 3,000 1.33 1.16 THRUST U k THRUST
i. ALL CASING SHALL EXTEND FROM THE Z ~ o~ j EDGE OF PAVEMENT A MINIMUM DISTANCE ~ ~ ~ M
sand a,ooo 1.00 1.00 EQUAL TO THE DEPTH OF THE CASING ~ ~ w 9n ~ ~ I . STEEL OUTER ~ o ~ ~ ~ M ~
0,90 coNCREIE ~ a Sandy Clay 5,000 0.80 THRUST BLOCK ~ n n BELOW THE PAVEMENT, BUT NOT LESS CASING ~ c a ~ N ~ n THAN FIVE (5) FEET. p c x z m rn
Hord Clay 9,000 0.45 0.67 = _ mo
UNDISTURBED SOII RICK & MORTAR U m ° r • r . 2. EACH END OF T1iE CASING IS TO BE B Q • Z N 0 a c VD PLAN uIEW - 45', 22~i, AND tt~i BENDS SEALED WITH BRICK AND MORTAR. SEALING ENDS QQ m
TYPICAL SECTION VIEW PLAN VIEW - 90' BEND i~. ~Ywav.c°,E
O ~ (7'mLL 3. CONTRACTOR SHALL PROVIDE SPOT O ~ H
R F THREE 3 FEET IN ALL DIRECTIONS WHEN INSTALLED WITHIN WATER LINES SHALL HAVE MINIMUM COVE 0 ( ) ELEVATIONS OF CASING DURING BORING ~ ATONS RE UESTED BY ~ ~ ~
TWENTY 20 FEET OF THE ROAD CENTERLINE, IF WATER LINES ARE INSTALLED tN A DITCH OR DITCH ( ) RLINE MINIMUM BURY SHALL BE INCREASED OPERATION AT LOC I O ~ Q ENGINEER. CONTRACTOR SHALL REPAIR
SLOPES OR BEYOND TWENTY (20) FEET FROM THE ROAD CENTE 1` TIN ALL DIRECTIONS. a . „ TO FOUR (4) FEE ANY PAVEMENT CUTS ASSOCIATED WITH
r~`~`~ rr` THE SPOT ELEVATIONS, THE COST OF ' PAVEMENT REPAIRS SHALL BE INCLUDED D y
B/2 r UNDISTURBED SOiL F T R BORE. m IN THE PRICE 0 HE D Y m
CONCRETE B/2 +~NCRETE 1HRUST BLOCK Q
111RUST BLOCK v UFIOwrU~BED S(AL 4. PROVIDE THRUST ROD[lING BETWEEN THE WATER MAIN Q W STEEL CASING AND 1'4E FIRST FITTING ON
F THE TYPICAL CASING END VIEW U M o THE PIPE LINE EXITING THE CASING I C w
i~ m m G IS WITHIN TEN 10 FEET OF THE U $ N N ~ FITTIN ( ) G , END OF THE CASING. WHERE A VALVE IS uLL. cn o ~ ~ ~
1HRUST LOCATED BETWEEN THE END OF THE O C ~ N h w'm3UcvN
THRUST m CASING AND THE FITTING, THRUST Q ~ La z ~w
RODDING SHALL BE CARRIED THROUGH ~ ~ o w ~ „ THE VALVE. 0 0 0 > ~
~zd € O N: lL ~ U ~
u ~ ~ 9c Z
I i
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PLAN VIEW -TEE PLAN VIEW -PLUG
°
I Klh T BL RU TH TE RE N RYBORE PI AL D TY C
ENCH L TR PICA TY L v ~
m c Q
SD044020 20000614 SD044021 3 w w v a m a m '
i23 SD103002 20000724 y ~ 9d m N N
MEASUREMENT LIMITS FOR CREEK CROSSING OR RIVER CROSSING PAY UNITS v r` o o° m O E °
3/4"0 90' EYEBOLT ',..,1+l~: a o o ~ o
STANDARD 3/4"0 MECHANICAL AL JOINT WITH HDPE, SDR 9 ME MECHANICAL JOINT WITH ' o ° o Q
3/4 ~ THREADED ROD WITH JOINT BOLT AND NUT MECHANIC PE3408 WATER LINE NUTS AND WASHERS ON EACH END GRIPPING RING RESTRAINT GRIP LINE _ o rn ~ GRIPPING RING RESTRAINT r ` ~ i I
~ J J Y"-~, y Q Q ?
3/4"~ 90' EYEBOLT z_ 18' MIN, -*~=18' MIN. ^ +--18' MIN. m ~ a ° to ~ O N O
TRANSITION REDUCER ~ TRANSITION REDU RANSITION REDUCER I I m r` I HDPE TO DIP R W ~ ~ ~ ,
DIP TO HDPE ~ HDPE TO 0 0 R W _ _ / U r0 + - .s:~ lil til W ~ ~ I
o / - ~ ~ c z ° o
d, O ¢ w N Z O HDPE DIP DIP DIP PVC ~ Z w 1 v
EOP PIPE ~ J ~ w N
0 0 Q EOP Q Z Z N J H ~
C L < ~ BRIDGE OR - . _ _ _ C/L w o w E... o~ a J 3 J - - - ~ o o. w ~ 3 ~
/ - - - CULVERT(S)
0 0 EOP OP ~ MECHANICAL JOINT MECHANICAL JOINT MECHANICAL JOINT o 0 o a o a a ~ E WITH GRIPPING WITH GRIPPING WITH GRIPPING ~ ~ a a N o I
RING RESTRAINT RING RESTRAINT RING RESTRAINT
TRANSITION REDUCER
PIPE OR FITTING JOINT PIPE OR FITTING JOINT v~ (SEE DETAIL BELOW) QQ
o! R/W Z
o: 0 U
Y
W 1, PROVIDE THRUST RODDING IN ACCORDANCE WITH SECTION ' w
U 02668 OF THE SPECIFICATIONS. ~ 0 ; Z ~ Z Z
2. PROVIDE THRUST RODDING WITH 90' EYEBOLTS ROQDING LUGS, -?RAN9tTtOM REDUCER TRANSITION REDI.CER MECHANICAL JOINT I-- HDPE TO DIP O 0 I
AND THREADED RODS IN ACCORDANCE WITH THE TABLE TO THE DIP TO HDPE Z - I- W
FT. PLAN VIEW LE DUCTILE IRON CONCENTRIC REDUCER ~ AWWA C110 OR AWWA C153 ~ Q
NOMINAL NUMBER OF 3. EVENLY SPACE THE REQUIRED NUMBER OF THRUST RODS MECHANICAL JOINT WITH m • W 1. GRIPPING RING RESTRAINT U
PIPE SIZE THRUST RODS AROUND THE PIPE JOINT MECHANICAL JOINT WITH EXISTING (inches) REQUIRED GRIPPING RING RESTRAINT MECHANICAL JOINT WITH
AL EYEBOLTS IN LIEU OF STANDARD MECHANICAL JOINT GROUND MINIMUM RADIUS = 4, INST L SURFACE 1200 X DRILL ROD DIAMETER, OR GRIPPING RING RESTRAINT ~ ~ ~ N ~ ~
4 2 BOLT IN ALL ROUNQ HOLES. INSTALL RODDING LUGS USING 50 X PIPE DIAMETER, WHICHEVER IS GREATER. STANDARD MECHANICAL JOINT BOLTS IN ALL SLOTTED HOLES. Q n- (!1
6 4 DO NOT USE EYEBOLTS IN SLOTTED HOLES. w ~ ~ 4
8 4 5. COMPLETELY TIGHTEN ALL MECHANICAL JOINT BOLTS BEFORE DUCTILE ~ ~(J HDPE IRON Z
INSTALLING THREADED RODS. 10 4 PIPE ~ PIPE Q W W
' H F'
12 6 6. WHERE THRUST RODDING IS REQUIRED AT THE ENDS OF STEEL CASING, WELD EYEBOLTS TO THE OUTSIDE OF THE CASING WITH pVC WATER LINE 20' MIN. 20' MIN. V WATER LINE U ~ .y P C Q HORIZONTAL ~ ~ ~ ~ ~
1 4' BY 3" LONG WELDS ON EACH SIDE OF EYEBOLTS. SPACE HORIZONTAL r-- 14 8 /
EYEBOLTS AROUND CASING AT ANGULAR LOCATIONS ~ 16 iD CORRESPONDING TO THE ANGULAR LOCATIONS OF EYEBOLTS - DIP, CLASS 350 ~ ~ Z
AND OR RODDING LUGS ON THE FITTING OR VALVE. DIP, CLASS 350 MINIMUM RADIUS - o / WATER LINE 50 X PIPE DIAMETER ~ HDPE, `,DR 9 WATER LINE HDPE MECHANICAL JOINT ADAPTER W WITH STIFFENING INSERT
7, INSTALL THREADED RODS THROUGH EYEBOLTS AND RODQING z PE34D8 WATER LINE U f' 'Q w ` n ' Q
LUGS. INSTALL NUT AND WASHER ON EACH END OF THREADED ~ MINI'. ROD AND TIGHTEN SNUG. DO NOT OVERTIGHTEN. in 50 MINIMUM RADIUS = ~ € 50 X PIPE DIAMETER rrrTrrr~
..'TRANSITION REDUCER ~ r.,, . ~
J ~ ~ ' ~ ~,F ~ ~ 'r k,y ~ F ~ ,
HDPE TO BE INSTALLED tINDER CREEK OR JR ~`~~T ,
RIVER BY HORIZONTAL DIi3ECTi0NAL DRILLING ~.INC ~ { a ~ p _ s ~ 9 ~ ~ U
' r n A ~ Q1N ~4 , .t~1.~
SECT40N VIt=W . ,c~, U ~
~ V, Lti`N ~ ~ 1 N11~?1tN gallnr r ~
kL DIRECTIONAL DRILLING E TRANSITION REDUCER AND JOINT RESTRAINS FOR C
MECHANICAL JOINT THRUST RODDING p CREEK OR RIVER CROSSINCWVIFITH HDPE INSTALLED BY HORIZONTAL DIRE CREEK OR RIVER CROSSINGS WITH HDPE WIPE ~ SHEET 47 -AF 51'
PirvK

i
E. FRANKLIN STREET
I EXIST_ MANHOLE NEW BIORETENTION AREA #4
TOP - 280.4 MIN. 10' WIDE x 11' LONG INV IN = 269.9 BOTTOM ELEVATION = 271.5 wI I
(FROM COVERED MH) ~ TREES AND SHRUBS TO BE ~ ~ F ~ ~ W 8366-104 SIX FORKS ROAD
INV OUT = 269.2 ~ PLANTED PER BMP MANUAL i ~ ~ ~ PACE STREET ~ RALEIGH, NORTH CAROLINA 27615
NEW BIORETENTION AREA 1 Z ~ ~ 919.845.7600 PHONE ~ o
- - ' - ~ \ EXIST. MANHOLE r ~ \ \ TOP = 275.42 MIN. 15' WIDE x 32' LONG ~ o ~ a 919.845.7703 FAX c~ BOTTOM ELEVATION = 273.0 d o ~ Q WWW.p18dmOntlOnddesign.COm
• RCP ~ % j ' ~ ~ ~ MH COVERED W i TREES AND SHRUBS TO BE ~ Q
1.' ~ 1 I ~ \ 5 OF DIRT) EXIST. ,1+ ~ i PLANTED PER BMP MANUAL z m z 3
CI ~ ~ ~ 1 ~ 1 t A \ NEW 3' WIDE TRAPEZOIDAL Z BOUNDARY STREET
' sd `ssl ss ss S \ ELM STREET GRASSED SWALE (}3 W/
EXIST. 15" RCP ~ \ 1 N 01'01'57" E \ \ (VARIABLE ROW) TO R ~ ~ V A \ ~ ~ CHECK DAM PRIOR TO s~9~y~~~~c~~~~~~ BIORETENTION CA iii
BE EMOVED j A~ ~ ~ 165.86 ~ ~i t ~I
y / / ~ / 4ry \ I 74 ~ 16 J8 OE
N 87'44 50 ry 1 + ~ i 25.00 / ~ ~ i ~8 /
N OT16'03° E ST. ' ~ ~ I ~ _ ~ ~ o t~ , o TW 82.
36.00' CI ~ ~ ~ / I I 2 - / 1 J I - ' dpi ~ ,
/ _s~f r I 1 ~ I - _ AUK ~ ~Q ~+a. \ VICINITY MAP ~ LINE GRASSED SWALE W/ WOVEN S ZUa3 P . Nn
NEW 15 RCP W/ RIP-RAP APRON TO TIE ~ 1 I ~ JB/CB I 1 - - PAPER NET LINING TO 0.5' DEPTH ~'h E ~ N.T.S. ~
- , ~ ` I a 273.5 74 i EXIST. CURB INLET INTO GRASSEu SWALE ~2 I ~ ~ _t_ I 1 i \ ~ ~ ~ NORTF~ 03 OF FLOW AS SHOWN TYP. ( ) P L
( 1 ~ i - 1~ I ~ -
NEW 3' WIDE TRAPEZOIDAL GRASSED SW ~ ' ~ / ° I - - ALE ~ ~ _ ~ ° _ 4 w CHECK DAM PRIOR TO BIORETENTION ~ - PROPOSED I _ - NEW RETAINING WALL
i I I / I \ ~ ~ (AVG. HEIGHT - 3.5' TALL)
/ BUILDING I \ ` GENERAL NOTES
~ _ I I EXIST. 8" PVC SAN SEWER ~ ~ , ~ FFE - 275.0 Y73,7 TO REMAIN ~ I ~ ~ I 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE NOT FOR CONSTRUCTION
~ / ( C~~ I~ I/ ~ ~ WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS _ TW 281.33 AND SPECIFICATIONS.
~ 1 \ ~ - 4 ~ I ~ ~ 274.5
~I I i , 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949)
I ~ i ,I PROPOSED I B _ _ - _ _ _ _ _ _ _ _ _ LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
l ~ I ~ I ~ BUILDING I, W 20' BUILDING 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
~ , I ~ + 272.6 +272.6 i 0 73.7 FFE = 277.0 SETBACK (NP.) UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
i ~ ,20. o' EXIST. 20 CITY OF RALEIGH I ~ ~ 27 . 272.0 ~ ~ 1 20
SAN SEWER EASEMENT I ~ ) 3 t I 4. BOUNDARY AND TOPOGRAPHIC INFORMATION IS TAKEN FROM A SURVEY BY DAVID BARRIER, PLS.
(BOM 1996 PG 287) iB 1 3 I / 1 ~ / ~ 05 1
I / ,I , / o~ ~ I p ! I 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS. TW 280.67
/ M ~ / ~71.~6 I ~ / / 272. ~ • 1
/ ~ / ~ c0 N I j d l ~CQ I `I L LINE GRASSED SWALE W/ SINGLE 6. PROPOSED SITE PLAN IS SUBJECT TO CITY REVIEW AND APPROVAL. w FIBERGLASS ROVING TO 0.5' DEPTH
~ ~ ~ ~ I 273.6 I ~ OF FLOW AS SHOWN (TYP.) 7. NO WETLANDS EXIST ON THIS SITE. US ARMY CORP. OF ENGINEERS ISSUED Q
~ z I I 1 ~ i ~ ~ ° I i ~ ~ , NATIONWIDE PERMIT 39 ON SEPT. 30, 2002, ACTION ID: 200221477. I -n Z
l ( N rj r ~ ~ ~ ~ ~ d / I 4 NEW ~ , i ! r` of 8. NO FORRESTED VEGETATION EXIST ON SITE.
LINE GRASSED SWALE W/ JB r j l I a ~ J
DOUBLE FIBERGLASS ROVING / ~ I I 1 \ ~ ~ I v~ 0 I TO 0.5 DEPTH OF FLOW AS ~ \ ~ ~ I I I I NN
SHOWN TYP. I ~ ~ + ( ) / ~ / I / \ ~ ? I \ i~L~
1 I ~ , / ~ 273.6 \ I SUMMA RY I
„ ~ EXIST. 8 PVC SAN SEWER 2>> \ ~ I \ I
~ I\ ~ 1 I - ~ ~ 1 I ~ _ U I TW 260.0 1. TOTAL LOT AREA. 1.07 ACRES
I _ i 1 p 271.8 272.5 I W I
/ / ~ ~ ' ~ I f ~ I 272.4 ~ 7 ~ ~ 2. WAKE COUNTY PIN: I 1714.17-02-0390 W N 1""'
- - i~ i~ I \ - ~ _ _ I ~ I 1 ~ I FOUNDATION WALL ~ 3. ZONING: _ Y. /y RESIDENTIAL 20 • lip
~ r I I 7~ - I, \ ~ ~ 1 I y - I 74 I ~ 4. TOTAL N0. OF UNITS: 11 - 3 BR UNITS
I ~ 1 N 01'39'16" J / I ~ 1 v~
10.39 ~ / I ~27j5 + i I , \ ~ ~ . Z 5. TOTAL PARKING REQUIREC: 28 SPACES
/ I i i S 02'08'46 W NEW STORM DRAINAGE & ~ ~ ~ i 1 \ 63.0 ' ~ ~ 1 \ 3 w 6. TOTAL PARKING PROVIDED. 28 SPACES
DETENTION SYSTEM (1'YP.) I I I I ~ TW 279.33 ~ ~ ~ TW 279.33
' ~ I NEW 24 CONCRETE CURB ~ ~ - ~ I \ i
' \ 1 GUTTER (TYP. ON-SITE) ~ I I I I ~ ~ ~ .
~ I l a ~ I I I i L W r
NEW 4' WIDE CURB CUT ~ I ~ 2 0.3 I i I PROPOSED ~ I I I i STORM DRAIN AGE STR UCTURE SCHED ULE
13 ~ I N I I , v ~ BUILDING 2 9.7 I
NEW 1'-3' WIDE TRAPEZOIDAL 2?1. t MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS
GRASSED sw N N ~ i FFE = 273.0 ~ ALE ~2 W/ ~ ~ I 1 w , ~ (x)
CHECK DAM AT PIPE INL£f ~ m' I ~ ~ I I I I I I I ~ P O Iry, ~ 1 67.5 (WEIR) 263.13 271.Ot(APRON) STORM INLET
I" NEW 5' WIDE TURNED DOWN - ~ i 1-2 _ so• RcP 50 0.5 ISSUED: 21 JAN 2 003
CONCRETE SIDEWALK (TYPQ ~ ~ I i I i i I ro ~ / I ~ I ~o i I+ l i I ~ i i 2 262.88 (1) 262.88 274.51 JUNCTION BOX
I ~ ~ NEW BIORETENTION AR /2 I 7 + 2-3 60• RCP 50 0.5
I i 210 I I ~ ~ MIN. 15' WIDE x 58' L NG 6 I . _ ~ ~ O I i NEW 1 3 WIDE TRAPEZOIDAL I 3 262.63 (2) 262.63 273.71 JUNCTIO REVISIONS: N BOX
BOTTOM ELEVATION -168.5 ~ ~ I I TREES AND SHRUBS TO BE PLANTED ~ ~ I I I I o I GRASSED SWALE #i W/ CHECK IECK 3-4 72• RCP 100 0.5 1 24 FE8 2003
a I I " ~ DAM PRIOR TO BIORETENTION PER BMP MANUAL ~ ~ ~ , I ~i I I i N 4 262.13 (3) 262.13 271,11
I 270.3 ! I JUNCTION BOX ADD BIORETENTION, MODIFY GRASSED 5 265.00 268.01 CATCH BASIN
NEW 4' WIDE CURB C(1T I I EXIST. PERENNIAL STREAM SWALES AND REVISE PARKING
I I I. I 4'f WIDE AT M NEW UNDERGROUND STORIAWATER f ~ EAN HIGH 6 265.00 268.01 CATCH BASIN LAYOUTS
DETENTION OUTLET DEVICE do I ~ ~ ` WATER LEVEL N 7.2+ \ STORAGE PIPE TO MEET CITI',OF 269.0 I ' ~ I 4-7 72• RCP 135 0.5
RALEIGH STORMWATER OW ~ 1 ~ I NEW BtORETENTION AREA 1 5-7 15• RCP 25 4.0 26 AUG 2003 I
REDUCTION REQUIREME NEW 269. ~ ~ I - - 69 ~ ~ MIN. 18' WIDE x 53' LONG 6-7 15• RCP 19 4.0 ADD BIORETENTION #3 & #4
BOTTOM L - E EVATION - 268.5 EXIST. 24 CONCRETE RB + I ~ TREES AND SHRUBS TO BE ~ 7 261.45 (4) 261.45 269.01 JU & ADJUST GRADES NCTION BOX
& GUTTER TO BE REMOVED ~ 5 ~N 7 I PLANTED PER BMP MANUAL CB N I 2 269 264.00 (5)
EXIST. 24 CONCRETE CtyRB ~ + 264.24 (6)
do GUTTER (TYP.) ~ 1 ° RCP 15' RCMP 6 - -N$W EXIST. INV = 261.51
XIST. SAN SEWER MANHOIE- - ~ 69 ~ ~ _ _ 7-8 60• RCP 35 1.0
TOP = 275.8 2~•0 ~ 60. ~ 149.88' - - - - - - = 70. r ~ RC' - 8 261.10 (7) 261.00 268.3f (TC) EXIST. CURB INLET
NOTE: ALL OVERSIZED JUNCTIUN BOXES AND THE RAISED TOP WINDOW INLET ARE TO BE PRE-CAST.
~ II 3 ~ 8 ~
S ~ al ~ m
~ ~I ATAUGA STREET o ~m ~ ~ ~ N
~ ICI ~ w~
~ (40 PUBLIC ROW) ~ ~ w -~---w w w w w - w w
I I w
I
EXIST. SAN SEWER MANHOLE EXIST. CURB INLET I TOP = 269.4 INV OUT = 261.0 I I
INV IN =259.8 ~ I
INV IN = 260.4 (FROM STREET MH) EXIST. CURB INLET INV OUT - 259.7 I
BUILD UP = 260.4 DRAWN BY; DLH
CHECKED BY: RPH
PROJECT: RSWS
~I/1bT1.~ . _
ivv~ I rr GRADING &
o so ao bo STORM DRAINAGE
PLAN
SCALE IN FEET
nwc. NO. DD.1

TOP,pF CURB TOP,pF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
FOR SLOPE SIDE SHALL BEGIN 10' FROM THE REQ.S SEE
12 3/4 r NOTE 1. THE CATCH BASIN. THE SLOPE OF SIDE-SLOPE THE GUTTER TO THE CATCH BASIN J:1 OR LESS
ON THE DOWNSTREAM SIDE,
UNE SHALL BEGIN 5' FROM ' ' LWE • ' sMNts slorls • RAKROAD nE
O THE CATCH BASIN. ' ' ' ' ' • ' ' ' • ' AS CLOSE TO • • • • • • • • • • CHECK-DAY ~ 2fR0 AS ORAMIAGE • • • • • • • • • • • • (1NCAfASFS INFILIRATKIN) ' ' ' ' ' ' ' ' ' ' ' ' 8366-104 SIX FORKS ROAD
2-2' C.I. PIPE OR PVC PIPE ) 2 STEPS SHALL BE INSTALLED IN yA,E p~R , , , 7615 ALL CATCH BASINS OVER 3 IN DEPTH. ~ ; RALEIGH, NORTH CAROLINA 2
B' MIN.,OVER 12~ DEEP 12' MIN. UP TO 8' FROM TOP OF CURB. DEEP 12' MIN. • • . . roP aF CURB. DEPTH SHALL BE MEASURED FROM THE m ' ' ~ • , , , 919.845.7600 PHONE
G~ TOP OF THE GUTTER TO THE INVERT a • , , , , , , , ; , , , 919.845.7703 FAX
5' OF THE CATCH BASIN. ' , , , , ' ' ' montlanddesi n.com www.pied g u
3) SOLID CONCRETE BRICKS MAY BE ~ • • ' • ' • • • • . . . . Jd . . USED IN 4X4X8 OR 4X6X16 SIZES. o • , , , , , . , . '
0 O . • • • . • o •
12` 15' --I 4) NCDOT APPROVED PRECAST ' ' / ~ ' ' ' ' C ~ DENSE GROWN{ 2„ 15" ONCRETE BOXES ACCEPTABLE - ' ' ' ~ • '
( Q. • 5 CASTINGS. OF GRASS REED • • • • ` • • • ~ USING STANDARD f~1 CANS' OR KY_~1
0 ° TAU . •
° o ~ o . o . a Q IlWlllly WEEP HOIE • • • , I~q
3000 0 ° ° ° o ~ ° o ° a ° o ~ ° ~ ° ° o p . CARp~ ° a ~ ~y
P.$.I. ° u ° o ° . ° ~ ° o ° ~ ° ° ~ Sl . o ~ ° e ° ~ .
0 CONC. ° ° 0 1~2' O ~ ° 61 i ° ~ ' i/2' D o o SfOrE PREYENIS
° ' o . DOYIHS1RFiW SCOUR ~ ° ~ ° . ° ~ ° ~ ° r- UP lO 12' DEEP 2~1 ,C
o . ~ ° o . ° o . a . ° . ° ~ a . ° ° o° °.a 1 ° o ° o ~O ° O ~ ° o ° 0 1 ° 1 ° ° o ° o . ° ~ ° o ~ ° o ~ 6„ 12 OVER 12' DEEP i
g" 6~-4"
a,, HEN
SGNEMATIC OF A GRASS SWALE ~ '2 ~
STANDARD C.B. STEP
3 #3 REBARS 1~"~
B LONG
3' GROUT NOT FOR CONSTRUCTION GROUT FINISHED GRADE
B' s' s' ~/IN PLACE ~/IN PLACE BROOM FINISH
e° ~ °o P A 6,
AeyOAe A 000 000 1 4" PER FOOT 3° R.
70 ~A 14 FINISHED GRADE A SIDE - v v W
2-2' PIPES 22' 2'-1 1 2' TANG ON A y 1 z' - ~ - 6.. ELEVATION ° ~ e n a PLAN =111- - - - -
SLAPE -16' BELOW TOP OF C.B. - - 12 - - _ .I 1 (-III-1 I ~-1 I ICI -1 I I_ . e
4' CLEATS III-III I I I SUP i3 oR M -I 145
2'-8'WN. RFB1R CaRROSION I- 3000 PSI CONC. ~ I - - -
B' MINIMUM, OVER 12' OFEP ?~1Enlu 6 - - - - - - ® II - - - 11-1 I I-11- III- II III .II
12' MINIMUM UP TO 8' FROM TOR CF CURB.
15' IYP. aEVnnoN sECnoN a-a COMPACTED SUBGRADE
If STRUCTURE IS GREATER THAN 1t'
DEEP,FOOTNJG IS Tb E1(fEND 8' Q
BEYOND THE STR1CfURE Z CITY OF RALEIGH
CENTRAL ENGINEERING DEPARTMENT .J
i/2 D ° g" 6 . ° o ~2~ D ° NTS
o ° . goo ~ ~ ~ . °o o 6- REVI$I~N$ GI?Q 7/3/00 DRANK BY: JTB i'.°o > t,~~1
?Q ° . O . o ~ O Ia t o,aoO~° o o ° u ~ . e °'o ~ as ~ e•°•c ~°oQ yoo~? 5 O.IVI. CATCH Q
' 3000 PSI CONCRETE PSI CONCRETE ° BASIN
FINISH W LU " 18° r
- DRAWING N _ STD. # 30.01 GRADE 6 - DRAWING NOT TO SCALE 1 W A
~R W ~
Farb 8~p a~1i M'liata~ ~ Wits ~ ~ irrba t~~ ~ 19913 ~i ~ 1°` it i ~ ~
~ ~ ~ 6"
$ s - 4• Z
1 3
e~oR~~ A,R,~A uwt ~ 6" ~ ~ w ~ V Q
c t;irosd Solt tJtNT OF i , i ii1
X11 ~ 11 1 . ~ as?+c~ ~
W Ex. klht COMPACTED SUBGRADE MINIMUM STRENGTH 3000 PSI
a~ NON-REINFORCED J d ~ ~ ~ CONCRETE , AIR ENTRAINED Q
~
Q i'S° , I~N• •
•
A .r• • 11 AI UTTER i ~ t ? ~ R CUR & G
:e ~ ISSUED: 21 JAN 2003
.7 TYPICAL ON SITE

. , Said • Said Bed . A NTS . REVISIONS:
Curb ` ~ -
„~e~, Wxt Ox~IRC:OIi 1 24 FEB 2003
• ~ ~ } ADD BIORETENTION SCHEMATIC
P.t}W ~
' • '
,jNpT ' ,l~oT la scA~)
1
.CU~e o~Ewwc
WA1ER CEP''Ri' . .
~6 S~
PROPOSED
GRADE a' . GRACE sNIET 4 ~I~, >pE~'1EC70R
3: t Wuc. PWV11t~C SQIL• .t '~r
s._.~ ~ :a~:
BKRtE11~1t10N AREA I'E~1t10N AREA . DRAWN BY. DLH
.
CHECKED BY: RPH
(NOT ~NOr ro sc~)
PROJECT: RSWS
f1 rT A 11
ur_ i rain
SHEET
DWG. NO. DD.Z

i
i E. FRANKLIN STREET ~ "Jbi
i EXIST. MANHOLE NEW BIORETENTION AREA #4
TOP = 280.4 MIN. 10' WIDE x 1 i' LONG wi w ~,II'• ~ l0f?~
INV IN = 269.9 BOTTOM ELEVATION = 271.5 (FROM COVERED MH) ~ TREES AND SHRUBS TO BE w ~ ~ 8366-104 SIX FORKS R ~ ~ ~ w OAD
INV OUT = 269.2 ~ PLANTED PER BMP MANUAL r- = w PACE STREET ~ ~I RALEIGH, NORTH CAROLINA 27615 ~ ~ I ~
Z ~ ~ 919.845.7600 PHONE NEW BIORETENTION AREA ~1 a c 919.845.7703 FAX
- - - - ~ EXIST. MANHOLE \ ~ TOP = 275.42 MIN. 15 WIDE x 32~ LONG ~ o' ~ ~ BOTTOM ELEVATION - 273.0 w o ~ Q WWW.pIAdmOntlOnddeslgn.COm
• RCP ~ ~ ~ ~ (MH COVERED W/ I ~5~ ~ \ ~ 1.5' OF DIRT i TREES AND SHRUBS TO BE d ~ a
1 I I \ ) i PLANTED PER BMP MANUAL z m z 3
EXIST. ~ 1r ~ ~ , CI \ ~ j / I~ ~ l ~ ~ ~ ~ S \ z BOUNDARY STREET NEW 3~ WIDE TRAPEZOIDAL
ELM STREET S~ S' GRASSED SWALE ~3 W/
N 01'01'57" E \ (VARIABLE ROW) EXIST. 15" RCP I J ~ \ \ ~ \ ~ ~ CHECK DAM PRIOR TO rrrrr~rro~4,I ~ BIORETENTION ZN Cp / ~ tQ
TO BE REMOVED I ~ ~ ~ 165,86' hGu (O +i r ~ V~ •
~ / i I 74 ~ ~ ?
N 8744'50" ~ \ 1 " ~ 76 I ~ _ + ~ I ~~9 /
25.00' ~ ~ ~ N 0716'03" E ST. ' ~ / ~ I _ `~o `~o TW 282.0 ~
/ 38.00' CI / ~ J I ! I 2 ' ; . -
/ ~ ~ ~ - - -1 I I ~ i I ~ r ° ~ - VICINI +,,~a TY MAP , - LINE GRASSED SWALE W/ WOVEN +iy ENQ
r 5„ NEW 15" RCP W RIP-RAP APRON TO TIE ~ 1 \ JB/CB ~ I 1 - - PAPER NET LINING TO 0.5' DEPTH N.T.S. ' D3 ~ NORTH ~
/ y _ ~ ~ I a 273.5 '274 ~ EXIST. CURB INLET INTO GRASSED SWALE #2 I , _t I I i ~ ~ \ OF FLOW AS SHOWN (TYP.)
- ( ~ \ i _ ~I~ i o
NEW 3' WIDE TRAPEZOIDAL GRASSED SWALE ~0 - ~ ~ I / - PROPOSED I - NEW RETAINING WALL
~}4 W/ CHECK DAM PRIOR TO BIORETENTION ~ / 47 , I i \ _ \ ~ (AVG. HEIGHT - 3.5' TALL)
~ i i i ~ / BUILDING \ \ GENERAL NOTES
I EXIST. B" PVC SAN SEWER - ^a ~ , FFE = 275.0 I 273.7 I 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE NOT FOR CONSTRUCTION
TO REMAIN ~ I / I I < ~ I ~ WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS _ TW 261.33 AND SPECIFICATIONS.
~ ~ i ~ + - 4 I ~ i 274.5
/ /I I i 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949)
I a ~ PROPOSED ~I ~ ~ B _ _ _ _ _ _ _ _ _ _ _ _ LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
i 1 , ! I , ' ~ I ~ BUILDING 20' BUILDING 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
I, ~ ~ , I ; 272.6 ~ + 272.6 0 73.7 FF = SETBACK (TYP.) UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION.
20. o' ~ E 277.0 EXIST. 20' CITY OF RALEIGH ~ I / ~ ~ 272.0 272.0 ~
SAN SEWER EASEMENT ' I / ~ ) ~ 3 ~ / ~ 4. BOUNDARY AND TOPOGRAPHIC INFORMATION IS TAKEN FROM A SURVEY BY DAVID BARRIER, PLS.
(BOM 1996 PG 28J) / ~ I / I 1 t I
/ 3 / l I l I~, , , 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS, TW 280.67
a;, ~ _ ~ r ~ I ~I
/ rn ~ / \ 272. + 1 + / al r ~ Boa I / ' i ~GP ~ 273.6 1. LINE GRASSED SWALE W/ SINGLE 6. PROPOSED SITE PLAN IS SUBJECT TO CITY REVIEW AND APPROVAL. w FIBERGLASS ROVING TO 0.5' DEPTH 7. NOW N
/ 0D ~ ~ /~ti I OF FLOW AS SHOWN (TYP.) ETLA DS EXIST ON THIS SITE. US ARMY CORP. OF ENGINEERS ISSUED ~ ~ ~ _ NATIONWIDE PERMIT 39 ON SEPT. 30, 2002, ACTION ID: 200221477.
z I I I 1 I Z
/ i I I o \ I ~ / ~ / Ary r / I 4 NEW ~ ~ a I I M ~ 8. NO FORRESTED VEGETATION EXIST ON SITE.
LINE GRASSED SWALE W J6 I I ` ~ / r, J I ~
DOUBLE FIBERGLASS ROVING ! ~ I I I \ ~ I ~
TO 0.5' DEPTH OF FLOW AS / I \ ~ ~ / I , I ~ I
SHOWN TYP. / I \ ~ / / ~ I + \ ( ) / ~ ~ / \ / \ ~ ? i / I ~ ~ ~ ' ~ ~ 273.6 \ I SUMMARY I
" / I \ EXIST. 8 PVC SAN SEWER - \ \ I I I I U I
~ I\ - ~ ~ I - / ~ 1 ~ ~I, h I TW 280.0 1. TOTAL LOT AREA: 1.07 ACRES
/ I _ / 10 271.8 272.5 I W i
~ 272.4 ~ \ 7 I / / I I I ~ ~ AK OUNTY PI - 2 W E C N 1714.17 02-0390 W LL N 1"'
/ / \ i ~i. i 3. ZONING: _ Y. RESIDENTIAL 20 ~
- _ _ ~ _ i / I ~ I I 1 ~ I FOUNDATION WALL I I ~ 4. TOTAL N0. OF UNffS: 11 - 3 BR UNITS
I ~ y ~ I ~ v 74 1 N 01'3916 B / I I Z
1 10.39 ! / I 27~ 5 + 1, ~ 5. TOTAL PARKING REQUIRED: 28 SPACES
/ I ~ I i \ S 02'08'46" W 6. TOTAL PARKING PROVIDED: 28 SPACES
NEW STORM DRAINAGE do ~ \ ~ ~ \ \ 63.03' I ~ \ DETENTION SYSTEM (TYP.) ! I I ` TW 279.33 TW 279.33
i I ~ . ~ I I _ I \ ~
NEW 24 CONCREFE CURB I I ( ~ ~ I _ W
GUTTER (TYP. ON-SITE) ~ ~ I I ~ ~ ~ ~ I I l a ! I ~ ~ I` J
NEW 4' WIDE CURB CUT ~ ~ ~ ( I PROPOSED 1 I 2 0.3 I I i ~ STORM DRAINAGE STR UCTURE SCH EDU LE
3 n I N I I i \ I
I BUILDING , N 2 9.7 IJAARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS
NEW 1'-3' WIDE TRAPEZOIDAL - ~ 2~1. ~ _ 1 a a I FFE - 273.0 I ~ GRASSED SWALE ~`2 W/ ao I I ! I ~ i (X)
~ a m~ CHECK DAM AT PIPE INLET / t o I 1 1 i I i i ~ 1 67.5 (WEIR) 263.13 271.Ot(APRON) STORM INLET
~ n ~ ~a- / I'll I^ ~ I I, I I 1-z so• RcP 50 0.5 ISSUED: 21 JAN 2003
z I i ~ ~ ~ ~ cv NEW 5 WIDE TURNED DOWN I I I ~ ~ i
CONCRETE SIDEWALK (1YPn I I I ~ I i I ~ i 2 262.88 (1) 262.88 274.51 JUNCTION BOX
/ I ~o I ' I ' I ~ ~ I I I~ v ~ 2-3 60" RCP 50 0.5
NEW BIORETENTION AR 2 + I I i 271 0 I I \ MIN. 15 WIDE x 58 NG 8 I NEW 1'-3' WIDE TRAPEZOIDAL I 3 262.63 2 262.x3 73, t REVISIONS: 2 7 JUNCTION BOX
I BOTTOM ELEVATION =168.5 ~I N I I ~ GRA WA I I I c I SSED S LE #1 W/ CHECK DAL 3-4 72• RCP 100 HECK 0.5 1 24 FEB 2003
TREES AND SHRUBS TO BE PLANTED I m I I ~ ~ DAM PRIOR TO BIORETENTION PER BMP MANUAL ~ a I ON 4 262,13 (3) 262.13 271.11 JUNCTION BOX ADD BIORETE I
I I i t I I ' 270.3 + ' NT ON, MODIFY GRASSED 5 265.00 268.Of CATCH BASIN SWALES AND REVISE PARKING
NEW 4' WIDE CURB CIJT I ~ EXIST. PERENNIAL STREAM
I I I, I 4't WIDE AT MEAN HIGH NEW UNDERGROUND SiORMWATER ~ WATE4 LEVEL 6 265.00 268.Of CATCH BASIN LAYOUTS
DETENTKN OUTLET DEVICE dt ~ I ~ 7 ,2 4-7 72" RCP 135 0.5
STORAGE PIPE TO MEET CITY OF N269.0 I ~ ' ~ 1 RALEIGH STORMWATER OW I I NEW BIORETENTION AREA #1 5-7 15" RCP 25 4.0 ~ 26 AUG 2003
REDUCTION REQUIREM I I EW _ 289. 269 MIN. 18 WIDE x 53' LONG ~1 6-7 15• RCP 19 ADD BIORETENTION #3 & #4 4.0
" ~ BOTiOM ELEVATION = 268.5 EXIST. 24 CONCRETE CURB ~ T •5 7 261.45 (4) 261.45 269.01 JUNCTION BOX & ADJUST GRADES
I ~ REES AND SHRUBS TO BE do GUTTER TO BE REMOVED \ 5 IN + 7 PLANTED PER BMP MANUAL E L 264.00 (5)
CB ~ I 268. 289 I q; EXIST. 24" CONCRETE CtyRB - ~ + 264.24 (6)
do GUTTER ~ 6 _ (TYP.) 1 RCP 15 RG~P,~y EXIST. INV - 261.51
IST. SAN SEWER MANHOLE- - . 69 ~ ~ . - - 7-8 60• RCP 35 1.0
TOP = 275.8 268.0 6 " I ' 149.88' - - - - - - _ r 1 o R 8 261.10 (7) 261.00 268.31 (TC) EXIST. CURB INLET
- 7 - C r ~ NOTE: ALL OVERSIZED JUNCTION BOXES AND THE RAISED TOP WINDOW INLET ARE TO BE PRE-CAST.
~ gl I 3
I ~ m
I ATAUGA STREET o m ~ ~ ~ ~ cn
I ~ I W
/ ~ (40 PUBLIC ROW) ~ N w -~-r w w w w - w w
II W
i m N
EXIST. SAN SEWER MANHOLE I I I EX ST. CURB INLET
TOP = 269.4 INV OUT = 261.0 I I INV IN =259.8
INV IN = 260.4 (FROM STREET MH) EXIST. CURB INLET
INV OUT - 259.7 BUILD UP = 260.4 DRAWN BY; DLH
CHECKED BY; RPH
PROJECT: RSWS
I~~~~TLi An~wr?rw n
I ~V I~ 1 rl UKHUINU &
o 20 40 60 STORM DRAINAGE
PLAN
SCALE IN FEET
DWG. NO. DDA
I

TOP,OF CURB ~ TOP,OF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
FOR SIDPE SIDE SHALL BEGIN 10' FROM THE REO.'S SEE
12 3/4 NOTE 1. THE CATCH BASIN. THE SLOPE OF THE GUTTER TO THE CATCH BASIN ~t OR LEYS
r ON THE DOWNSTREAM SIDE, '
~ SHALL BEGIN 5' FROM ' ' ' ' ' ' ' ' 51MALES SLOPES • • • • RAIUtOAD TIE
0 THE CATCH BASIN. ' • ' ' • • ' ~ AS CLOSE TO • • • • • • • • CHECK..pAy • • • • • • • • (AiCRfASES MIFI.IRAIRIN) _ mto As oRAtN~cE ' 8366 104 SIX FORKS ROAD
2-2' C.L PoPE OR PuC PIPE 2) STEPS SHALL BE INSTALLED IN Wp1 PERMrt • • • • • • CAROLINA 27615
B' MIN.,OVER 12' DEEP 12" MIN. ALL CATCH BASINS OVER 3 IN DEPTH. , , ~ • RALEIGH, NORTH PHONE
UP TO B' FROM TOP OF CURB. P aF cuRe. DEPTH SHALL BE MEASURED FROM THE m 919.845.7600 TOP OF THE GUTTER TO THE INVERT ~ a • • • , , , 919.845.7703 FAX
5' OF THE CATCH BASIN. ~ • ' • www. iedmontlanddesi n.com p 9 u '
3 SOLID CONCRETE BRICKS MAY BE ' • • ' ' ' ' ' ' ' ' ' _ • ~
0 USED IN 4X4X8 OR 4XfiXi6 SIZES. ~ ~ o y ~ o . .
12' 15 "'I 4 NCDOT APPROVED PRECAST 3 • ' / l~ • 15• ) ~ • . .
CONCRETE BOXES ACCEPTABLE DENSE CROWRt • • • • • ' ' • USING STANDARD 5' CASTINGS. OF t~1ASS (REED • • 0• • ' ' ' '
0 ~ TALL iESCUE) ' y .
. ° • o ° o + a A I ~ WEEP NOTE N
+ ° • a O ° ° C R « . A•~N O~~A,
3000 ° ° ° ° ~ ° o a ° ° P.S.I. ° ° ° ° ° ° ° ° + ° . ° ° ° + o ° o ~ ~ SIO ~ •
CONC. ° o ° ° ° 00' ~ 1i m
° 1/2' O ~ ° ° • ° . ' B' UP TO 12' DEEP OOYINSTR~ SCOUR ZO1 ~
° . ~ ° o . ° o . ° . ° . ° + ° . ° + °°°°°~°o °o~o °o. °O °O.° ~ ° ° ° o ° o. ° . °e~ °o~ 12'OVER 12' DEEP i y •
g" 6'-4' r ~C/y ~ r 9 ti,~Gi N~;
p~HEN ,
IC OF A GRASS SWALE SCHEMAT ~ ~ '2 ~
STANDARD C.B. STEP
3 #3 REBARS 1j___ 5~ _ I
8 LONG t~ ~ ~
3' GROUT NOT FOR CONSTRUCTION GROUT FINISHED GRADE
e' s' s' ~/IN PLACE ~/IN PLACE BROOM FINISH
a° ~ °o P q 6, e
p0 001 ° 000 000 1 4" PER FOOT 3" R. FINISHED GRADE
i~ A _ a a o a W SIDE _ a 6~~
2-2' PIPES 22' 2'-1 1 ' LONG ON A Y ELEVATIDN ~ e ~ n PUN ulll---
SLOPE -1B' BELOW TOP OF C.B. „ -1~. °t2„ ~ I-1 I I-1 I I-1 -1 I I_ , .I I I_I I I_I I I_I I
,•I~- SUP RE9ST?Nf aEtts •I 145 ~ ~ ~RROSaR
2'-B'WN. Rmswrt 3000 PSI CONC. _I I _ - - _ - - B' WTfRIFI - - 6 - - - - -
8' MINIMUM, OVER 12' DEFP (RU®EA, - - - - =111=11- - - ( II I ® ilk„ III„ 1z• (~1
12' MINIMUM UP TO B' FROM TOP OF CURB.
15' TYP. ELEVATION SECTION A-A COMPACTED SUBGRADE
IF STRUCTURE IS GREATER THAN 17 Q
DEEP,FODTRIG IS TD EXTEND B' Z
BEYOND THE SIRUCTURE K _ L W I W CITY OF RALEIGH
-NTRAL ENGINEERING DEPARTMENT
1/T D ° 8" 8. ~ . ° ' °'o D ° Gk NTS 6 REVISIONS AA1Q ~/a/oo GINN11 el: ire • 'e
e ~ °i 4'°. +i+.°° e ° i~ ~•e ~
• 5 O.M. o °•o .°eo moo+° CATCH
3000 PSI CONCRETE PSI CONCRETE ° BASIN
U FINISH „ I•• GRADE 6 18"
- DRAWING NC - DRAWING NOT TO SCALE - STD. # 30.01 ~ W i h
R W t~ N
~ Mid ~ „ t 1 i ~y ,5
6
JIB, p . - VJ 4 _ Z
1 3 ; 6" w
r ~ona+ ~aF.~ uwt r ~ a v
r.- ~ rrrfOtf Stroll ~ ~ / / /
~c>r ~ ~ I
Q-
. W • Ex. Wd COMPACTED SUBGRADE MINIMUM STRENGTH 3000 PSI
a CONCRETE NON-REINFORCED, d ' ' ' AIR ENTRAINED
~ ` ...'1• . ~y li.
. . . .
a • . .
t
A ~ R R
''N • • • `~:>F~II • ISSUED: 21 JAN 2003
• • TYPICAL ON SITE .f
~ M. ti~ 1
' Scud Scud Bfa• A NTS REVISIONS:
~ • Wtt ~t~fC`.OIf 1 24 FEB 2003
Ny•,.r'.• .i ~ ~ •a ~ . ' ADD BIORETENTION SCHEMATIC
~~1IKR1~.'It .
. •
(NOT 1 (NOT TO SCALE) ,
~glR6 OPENU~G uAx. Pp~0E0
WATER pEP'lINN' . .
(b iNCFIES)
a ~s
PkOPOSED IN T GRADE LE
GRAQE 4' IuIN 4' 1uIN, pEFtECTOR
3:111AX. A~AN11iVG SOtI• S
r• oGV riw.~
gIORE1ENTi0N AREA ;~ITiON AREA . DRAWN BY: DLH
~7'I CHECKED BY: RPH
(NOT 1 (NAT ra srru.E)
PROJECT: RSWS
f1CT A 11
SHEET
vwc. No. DD.2

E. FRANKLIN STREET
i
i L~ 1
NEW CLASS IRIP-RAP H U W ~ ~ 8366-104 SIX FORKS ROAD
FLUME & SLOPE ~ ~ PACE STREET W RALEIGH, NORTH CAROLINA 27615
i 1 NEW PROTECTION I RTWI ~ ~ ~ 919,845.7600 PHONE
z ~ Q 919.845.7703 FAX
_ _ _ _ _ _ \ EXIST. MANHOLE ~ o ~ ~ www. iedmontlanddesign.com W O Q P a ~ ~ ~
\ \ TOP = 275.42 ' ~ \ ~ (MH COVERED W/ ~ Q ~ m z ~
I ~ I ~ 1.5~ OF DIRT) z ~ BOUNDARY STREET
I ! ~ \ \ VIDE TRAPEZOIDAL
~ I 1 1 S \ NEW 3' WIDE TRAPEZOIDA li ~ ss \ GRASSED SWALE #3 W/ SWALE #3 W/
MANHOLE S ss1 l ~ \ CHECK DAM AT TOP OF EXIST_ ~ 272 AM AT TOP OF ~ i
TOP - 280.4 \ RIP-RAP INV IN = 269,9 ~ ! ~ N 01 01 57 E \
(FROM COVERED MH) - - ~ ~ ~ ~ ~ ~ ~
INV OUT = 269.2 1 / I 165.86 7 ~s 1 6 " / , ~ ~ \ I I _,.,5, a < _.x,274 \ I ~8 1 f
/ 1 ~ I I I ~ < < A / ~ , •I,, ~ Rip \ < $ ~o
N 87 44 50 W I I p 2 NEw ~
• ~ ~ ~ ~ / ~ 2500' I I JB ` I r N 716 p3" ~ / , I' I I \ MAP r VICINITY
1 i - - - 38.00' / I - - - -I _ r N.T.s. uORTF+
~ I ~ \ 1 U 1 i ~ I ~ ~ ~
I r / ~ ~ \ ~ 274.8
NEW 3 WIDE TRAPEZOIDAL GRASSED SWALE / i \ co \
4 W CHECK DAM AT TOP OF RIP-RAP / I - PROPOSED I \ # / i 272.6 I I ~ LJNE GRASSED SWALE W/ \ SINGLE FlBERGLASS RAL NOTES GENE
I ~ / I ~ BUILDING I ~ / ROVING TO 0.5' DEPTH NOT FOR CONSTRUCTION
I / I OF FLOW AS SHOWN 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
" R ~ FFE = 275.0 I ° 73.7 ~ EXIST. 8 PVC SAN SEWE I ~ / . ' ~ I (TYP.) WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
TO REMAIN ry / / 1 I~ ~ ; NEW RETAINING WALL 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949)
i ` 1 n I I a ~ 1 I 1 ~ 1 , I ~ (3.5' MAX HEIGHT) LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
EW RETAINING WALL I ~ PROPOSED I N / " 1 } W I
3' MAX. HEIGHT i t 1 I 1 I ( ) / ' ~ 3. CONTRACTOR SWILL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING ~ 20' BUILDING UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
I ~ ~ B~1ILDING I / ~ I ~ I I / ~ ~ I +273.6 I I SETBACK (TYP.) PRIOR TO BEGINNING CONSTRUCTION.
I / 272.6 ~ ° . b 73.7 FFE = 277.0 / e e 4. BOUNDARY AND TOPOGRAPHIC INFORMATION IS TAKEN FROM A SURVEY BY
I 0.0~ I / NEW EXIST. 20' CITY OF RALEIGH / / 3 JB DAVID BARRIER, PLS.
I ~ SAN SEWER EASEMENT / /'I " / ~
3 " I / ~ (BOM 1996 PG 287) / / ~ 05 ` / _ / I I HI ~ I 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS. w
/ o ~ ~ I•. ~ ° e. ! , 6. PROPOSED SITE PLAN IS SUBJECT TO CITY REVIEW AND APPROVAL. rn
I + I rn 1. + Q 1 d' " Q r` 7. NO WETLANDS EXIST ON THIS SITE. US ARMY CORP. OF ENGINEERS ISSUED
/ o ~ G 1 ~ r7 rn ~h NATIONWIDE PERMIT 39 ON SEPT. 30, 2002, ACTION ID: 200221477. Z
/ bo ~ / I I / " ~ I .73.7 1`>S / a0 ~ / 1 / I / I I f~ ~ ~
/ Z I ~ ry ~ 00 ~ 8. NO FORRESTED VEGE'ATION EXIST ON SITE. J
/ / I i ~ ~ I 4 NEW / ~
JB I i \ r ~ ~ N..
5 ` 0 / ~ +I / \ \ I W Q SUMMARY
W U
/ ~ 73.7 / I ~ ~ \ ' I
/ ~ 1~ / I \I ` ~ a 1 1. TOTAL LOT AREA: 1.07 ACRES W I
/ ~ I\ I WL 17- -0390 r 2. WAKE COUNTY PIN: 1714. 02
/ + 271.7 I 272.5 7 . ~ ~ 1 27 Y. N~y Lf.
2 NEW 4' WIDE CURB CUT - ~ . . . / / I a 3. ZONING: RESIDENTIAL - 20 LINE GRASSED SWALE W/
i i I ~ / / ( \ ~ ~ 1 DOUBLE FlBERGLASS 4. TOTAL NO. OF UNITS: r~ ' 1 - 3 BR UNITS L
------y__ I I ~ . , ~ ~ ~ 74 ~ 1 I ROVING TO 0.5 DEPTH
N 01~"'I b E1 ~ ~ I ~ OF FLOW AS SHOWN 5. TOTAL PARKING REQU~~tD~ 28 SPACES ` ~ (TYP.)
10.39 I ~ I I ~ \ 02 OS 46 W 6. TOTAL PARKING PROVIDED: 30 SPACES
1 ~ ~ ~ , f I ~ 63.03
NAGE & 1 i NEW STORM DRAT ~ '270 6. I I NEW FOUNDATION wALL I ~ W
DETENTION SYSTEM (TYP.) ~ ~ I I _ \ \ / II I v J
1 I I I C I \ \ 3 ~ , STRUCTURE SCHEDULE Q
~ II I v I~ I~ I I ` I DRAIN~~GE STORM
NEW 24" CONCRETE CURB & rn . ~ PROPOSED \ . ON-SITE 1 N N ~ I 2 0.3 I I I \ I I GUTTER (TYP ) ~ iv I I
i I BUILDING I ~ i t MARK INV IN INV .JUT SIZE LENGTH SLOPE TOP ELEV REMARKS
~ ~ I FFE = 273.0 I w , (x)
~ I ' ~ "PVC SAN SEWER I 2710' I I I EXIST. 8 / Z ! ~ I (N • ~ i 1 269.0 (WDR 262.65 271.Ot(APRON) RAISED TOP WINDOW INLET
I o I I ~ ~,I I ~ ~ ~p ~ G.6 ISSUED: 1-2
/ N I " I ^ I I " I I I N 2 263.17 (1) 263.07 274.51 JUNCTION BOX
NEW 4' WIDE CURB CUT 69'7 I I r I / ~ i I I I ao i
I I ~ 9 ~ I ~ 2-3 60• RCP 50 0.5 ~ Q I
NEW 3' WIDE TRAPEZOIDAL I I I ~ I I I. I ~ I GRASSED SWALE ~2 w// I I I' ~ I I I \ TRAPEZOIOAL 3 262.82 (2) 262.72 273.71 JUNCTION BOX
CHECK DAM AT PIPE INLET I 70 6 I NEW 3 WIDE AL 3-4 72• RCP 100 0.5 CHECK
- I 8 I~. I GRASSED SWALE 1 W CHECK ~ I I I I RNED DOWN ° , I ~ DAM AT PIPE INLET NEW 5 WIDE TU I I I I I 4 262.22 (3) 262.12 271.1 t JUNCTION BOX
CONCRETE SIDEWALK (TYP.) ~ I 5 265.00 268.01 CATCH BASIN
I I I . ~ I I ° I I 270.3 .I EXIST. PERENNIAL STREAM ~ 6 265.00 268.01 CATCH BASIN
NEW UNDERGROUND STORMWATER a I I I 4't WIDE AT MEAN HIGH { 4-7 72• RCP 135 0.5
DETENTION OUTLET DEVICE do ' ~ WATER LEVEL
STORAGE PIPE TO MEET Clll' OF I ~ RALEIGH STORMWATER FLOW ~ I ~ \ 5-7 15• RCP 25 4.0
REDUCTION REQUIREMENTS. ~ 2 (6 I I I I f I 6-7 15' RCP 37 4.0
_ 269. 2 - - 7U ~ CTION BOX ' ~ 0 7 261.55 (4) 261.45 269.01 JUN
NEW 4' WIDE CURB CUT I i I i EW ~ ~ I it 6 I ~ 264.00 (5)
EXIST. 30 CONCRETE CURB - 5 NEW I 7 NEW I I I CB I ,WW 9 ~ ~ , 263.52 6
do GUTTER TO BE REMOVER \ B ~ JB I 7-8 60• RCP 35 1.0
30' CONCRETE CURB ~ 15' RCP ~ ~ EXIST. INV = 261.51 EXIST. _ 1 RCP 0 I ~ 268.31 TC EXIST. CURB INLET " r 8 261.10 (7) 261.OJ ( ) V,~~r ~U~~LiTY Sl:C.ION
& GUTTER (TYP.) - r 69 - - T ~ - - - - - - - - - - - - - 268.0 S •27' 4" W sp• ( 68.0 149.88
EXIST. SAN SEWER MANHOLE ~ RCp NOTE: ALL OVERSIZED JUNCTION BOXES AND THE RAISED TOP WINDOW INLET ARE TO BE PRE-CAST.
TOP = 275.8 INV OUT = 270. 8 ~
~ ~ m
~ I a~
~ ~ I ~ I ~ n m ss GA STREET x u _ WATAU
s ICI ~ w~ r I aI ~ N
/ w
/ II
i - ~
- - - - ~ - - - I I EXIST. CURB INLET
EXIST. SAN SEWER MANHOLE I I INV OUT = 261.0 TGP = 269.4
IN~~ IN = 259.8 DRAWN BY: DLH
IN'~/ IN = 260.4 (FROM STREET MH) I I EXIST. CURB INLET CHECKED BY: RPH
INJ OUT = 259.1 BUILD UP = 260.4
PROJECT: RSWS
GRADING &
~TnRM nRAINAGE
0 20 40 60 • vu.. .
PLAN
SGALE IN FEET
DWG. NO.

TOP,OF Ct TOP,OF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL FOR SIAPE SIDE SHALL BEGIN 10' FROM THE
12 3/4 REQ.'S SFE NDTE t. THE CATCH BASIN. THE SLOPE OF
r r THE GUTTER TO THE CATCH BASIN DOE-SIAPE ~t OR LESS
ON THE DOWNSTREAM SIDE,
NE NE SHALL BEGIN 5' FROM ' • THE CATCH BASIN. SHALES SLOPES • • RAllR0A0 TIE
2-2' C.I. PIPE OR PVC PIPE AS CLOD TO CNEgf-DAY 1
T ED IN ZERO AS ORAIIAOE • • • • (IIICRFASES INF1L1M110N) - 2) STEPS SHALL BE INS ALL pert , 8366 104 SIX FORKS ROAD N ALL CATCH BASINS OVER 3' IN DEPTH. ~ • ~ • ~ • ' ~ • ~ • • . TH CAROLINA 27615
B' MIN.,OVER 12' DEEP 12' MIN. UP TO 8' FROM TOP OF CURB. t2' DEEP t2• ill RALEIGH, NOR roP aF Cur+a. DEPTH SHALL BE MEASURED FROM THE m
O ~ TOP OF THE GUTTER TO THE INVERT c • • 919.845.7600 PHONE ~ .77 3 F
5' - OF THE CATCH BASIN. • • , 919.845 0 . N • ' • • • • • • ' • • • • • • www. ledmontlonddesl n.com
3 SOLID CONCRETE BRICKS MAY BE ~ p 9 USED IN 4X4X8 OR 4X8X16 SIZES. ~ ~ ~
0 o
12" 15" 4 NCDOT APPROVED PRECAST ' • ' • • ~ ~ • ~ • 12" 15" ~ • ~ ~ . . CONCRETE BOXES ACCEPTABLE = DENSE CROtvIN • •
0 USING STANDARD 5' CASTINGS. ~ OF GRASS (REED ' • ' ' ' ' ' ' ` ' ' ' ' ' '
° ~ Q cANARr oR In-at D TALL FESCUE) e•
° ° ° . ° . ° ~ MIEEP HOLE m •
° 3000 ° ° ° ° ~ ° ° ° 0 1 ° ° ' ° N ° o ° q
P.S.I. ° ° 0 0 + ° o o ° (p ° o + ~
° CONC, ° ' ° /2' D • ~ ° ° ° t/2• o a SCONE PREVENTS
~ ° ~ °i ° . e ~ e° o• ° e . a e ~ o ° . ° ° ~ ° . ° + ° + ° ti'• UP TO 12' DEEP ODWN$IRfAM SCOUR
°oo°o.°0 00 ~o o•e. °o °o.o • + ° o ° o . o . ° ° + ° e + 6" 12 OVER 12~ DEEP
6" 6~-4" -4"
SCHEMATIC OF A GRASS SWALE
STANDARD C.B. STEP
3 #3 REBARS 1~~
8 LONG
GROUT GROUT NOT FOR CONSTRUCTION
e` e' B' ~/IN PLA O • ,o P IN PLACE FINISHED GRADE BROOM FINISH A
b 6'
ee u °jge°11~e 000 000 3" R. t/a' PER Fool FINISHED GRADE
2-2' PIPES 22' 2'-1 1 2' -t t 2' A SIDE - ° ° ~ ° W
LONG ON A 5 SLOPE -10' BELOW p~N ELEVATION e e e e e 6~~ -III- - - - - - -
TOP OF C.B. 4'~r - - - 4° - - - ~ 0 12" SUP R615TANf GFAS -III-III-III-I I f-I I 1-III-III-I -III- °
l~ ow H •I 145 wEaw caRROSioN I-
8' WNIMUM, 2'-8'MIN. '111N. 3000 PSI CONC. - - - ~~°°°°a wm~ -1 ~ ° - 6d- ® 1RUee~R) - - - - - - -
OVER 12' DEeP 12' MINIMUM UP TO ,r ~ ~ I III- -III-III-III-I 1I- ~1
0' FROM TOP OF CURB.
15' TYP, IF STRUCTURE IS ELEVATION SECTION A-A COMPACTED SUBGRADE
CRFATER THAN 12' DEEP,FOOTING IS
TO EXPEND 8' Q
BEYOND THE Sfpl'CR#iE Z CITY OF RALEIGH
~ 1/2 D ° t/2' D CENTRAL ENGINEERING DEPARTMENT NTS J °
6" . ° 'o 0 0~ ° o+°'~ REVISIONS GITB 7/3/00 D10YN1 A?! dTe .g.,°°
q"e ~ . ~ . °o au O~O° 00°.°~ • ° ° .
e ° o ° o °'o' °o Y o ~o ~oo;° 5' O.M. CATCH
3000 PSI CONCRETE 00 PSI CONCRETE ° Q BASIN
FINISH W " ° U GRADE 6 18
- DRAWING - DRAWING NOT TO SCALE - S7D. # 30.01 W T i
R W

6" ~ ~ LL ,r^
_ V~
Z
6~ Q ~ v v
/ I
i i1 1 /~11
RADE W COMPACTED SUBG MINIMUM STRENGTH 3000 PSI
CONCRETE NON-REINFORCED, J AIR ENTRAINED
Y.
' C R & GUTTER 4 NCRET U
ISSUED:
TYPICAL ON SITE
NTS
REVISIONS:

UU
D
~N, _
DRAWN BY: DLH
CHECKED BY; RPH
PROJECT: RSWS
DETAIL
SHEET
DWG. NO. DD.Z

E. FRANKLIN STREET
i
i ~ ~ w
~ ~ ~ 8366-104 SIX FORKS ROAD
NEW CLASS TRIP-RAP FLUME & SLOPE ~ ~ W w RALEIGH, NORTH CAROLINA 27615 N z ~ PACE STREET ~ 919.845.7600 PHONE
! ~ NEW PROTECTION I Z ~ N ~ 919.845.7703 FAX
i RTWI ° 3 ~ ' www. iedmontlanddesign.com ~ ~ u: ~ P
~ EXIST. MANHOLE o Q a ~ Q
~ TOP = 275.42 + ' ~ ~ ~ (MH COVERED W/ m z 3 I z
I T 1.5 OF DIR ) ~ A I z BOUNDARY STREET
~ ~~i ~ ~ ~ NEW 3' WIDE TRAPEZOID WIDE TRAPEZOIDAL
h S ~ ' ss ~ GRASSED SWALE ~3 W/ 1 SWALE ~3 W/ I
ss~---1 ~ \ ~ CHECK DAM AT TOP Of EXIST. MANHOLE S 7 1 ' ~ N 01'01'57" E RIP-RAP )AM AT TOP OF I
STREET _ ~ ~ ELM , TOP - 280.4 I ~ 165.86 V W ~ ~ W
H ~ ~ VARIABLE ROW tNV IN 269.9 _ ( ) (FROM COVERED M) - + 0
OUT = 269.2 ~ ` ` ~ ~ 276 8 INV ~ ~ 1 A ~ ~ X04 < 274 ~ ~~8 ~
N 8744'50" ' ~ < < ~ ~ i RC < ~o ~ ' FEB 14 2003 ~0 1w 2e2.o
25.00' / / ~ I ~ A NEW ~ ~ ~ 0 2 ~ ` N ITY MAP VICI
N 0716'03° E l ! i I JB I C I ~ 38.00' r i~ ~ ~ , I _ _ _ r N.r.s. NORTFf PRELIMINAR
+ . / ~ I - i 1 Y
r % ~ ~ a ~ ! I
I ~ I ~ ~ l I 1 ,
~ 9 II NEW RETAINING WALL
NEW 3' WIDE TRAPEZOIDAL GRASSED SWALE ~ 0 ~ ~ t0 I RIP-RAP ~ ~ ~ ~ PROPOSED #4 W/ CHECK DAM AT TOP OF ry , ( ~ (HOLD 3.5' HEIGHT) NOTES ENERAL G
272.6 BUILD ~ NOT FOR CONSTRUCTION
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS
A , ~I FFE = 275.0 z73.7 EXIST. 8 PVC SAN SEWER ,w~ ~ I ~ ~ , ~ I ~ ~ ~ AND SPECIFICATIONS.
TO REMAIN % ~ ! j j ! ~ i I. ~ ~ TW 261.33 274.5 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949)
~ ~ % + ~ ~ ~ I LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. W
~ I ~ ~ ~ ~ PROPOSED
I ~ ~ ~ ~ B ;I I TRACTOR SHALL 'VERIFY THE LOCATION AND DEPTH OF ALL EXISTING G 3. CON NGINEER OF ANY DISCREPANCIES OR CONFLICTS 20 BUILDIN UTILITIES AND NOTIFY THE E
~ ~ ~ BJILDING I ' ~ I SETBACK (TYP.) PRIOR TO BEGINNING CONSTRUCTION,
~ ~ ~ ~a 772.s r• = 77.0 ~ I a dal.• a 0 73.7 FFE 2 4. BOUNDARY AND TOPOGRAPHIC INFORMATION IS TAKEN FROM A SURVEY BY
~ ,~o. o I ~ v2.o ~ z72.o , i DAVID BARRIER, PLS.
0' CITY Of RALEIGH - ! • ) I 3 EXIST.2 J I ~ ` / t ~ d
SAN SEWER EASEMENT ' 1996 PG 287 ! I ~ ~ S 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS, TW 260.67
( ~ ~ i '~r'~. 1 ' I i i ~ 6. PROPOSED SITE PLAN IS SUBJECT TO CITY REVIEW AND APPROVAL.
~ O' ~n _ ~ ° ~ ~ a ~ f~ , N ~u.~ I ~ ~ ~n 1 ~ ( LINE GRASSED SWALE W/ SINGLE
m / ~ p r + ,F ~ ~ ~ i ~ ! + Ge i, I OI / w FIBERGLASS ROVING TO 0.5~ DEPTH 7. NO WETLANDS EXIST ON THIS SITE. US ARMY CORP. OF ENGINEERS ISSUED I :200221477. Z OF FLOW AS SHOWN (TYP.) NATIONWIDE PERMIT 39 ON SEPT. 30, 2002, ACTION D
I ~ a ~ I . ~ ~ 273.7 I I
~ 00 % I , ~ ~ o- ; z I '~i~ M,: < ~ , ~ SITE. J M rn 8. NO FORRESTED VEGETATION EXIST ON ~`~oi
I NN
' NEW I ~ ' ~ . I I 4 l JB ~ ' ~ ~i.
LINE GRASSED SWALE W/ I i +I_ \ I Q I MMARY SU
DOUBLE FIBERGLASS ROVING I ~ 0 % I ~ ~ i + ~ I TO 0.5' DEPTH OF FLOW AS ~ ~ 9 ~ / ~ F~ ~ I i U W I
I ~ ~ ~ ~ ~ N TYP. ~ , 4 273.7 SHOW ( ) ~ • , ~ ~ I W
~ ~ 1 i I.~ ~ ~ I 1.07 ACRES I I TW 280.0 1. TOTAL LOT AREA: W
" PVC SAN SEWER ~ ~ ' I EXIST. 8 I , + H I 1714.17-02-0390 • 2. WAKE COUNTY PIN;
I ~ ~ 271.8 272.5 ~ I ~ 20 RESIDENTIAL -
/ ! ~ . . 72 1 I 3. ZONING: ` $
i ~ I ~ I` ! i i~ / ~~A ~i ~ 1 i } 4. TOTAL N0. OF UNITS: 11 - 3 BR U;JiTS
' ~ ~ - - i 74 _ ~ ~ TW 279.33 _ ~ ~ 4 w ~ 5. TOTAL PARKING REQUIfcED: 28 SPACES T
'y' - I . I
N 01'39''!6" EI ~ I ~ ~ ! / ~ ~ ~ ~ ~ S 02'08 46 W 10.3' I ~ ~ ~ ~ I ~ t I 63.03' 6. TOTAL PARKING PROVIDED: 28 SPACES
~ ~ ~ i a
NEW STORM DRAINAGE & - ~ ~ , I I ~ WALL w ' LINE GRASSED SWALE W/ DOUBLE
SYSTEM TYP. ~ 2-71:6 ! i ` NEW FOUNDATION DETENTION ( ) ' I I _ ! I I TO 0.5~ DEPTH J FIBERGLASS ROVING
I I j NEW 24' CONCRETE CURB & ° OF FLOW AS SHOWN (TYP.) Q SCHEDULE CTURE GE STRU DRAINA STORM
N-SITE ~ ~ I GUTTER (TYP. 0 ) ~ i ~ 69.9 I I a ~ i
I 2 ~ p PROPOSED I I ~ 2 0.3 , I MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS
NEW 4' WIDE CURB CUT N NEW D~(ERStON SWALE i ~ n. ~ ! DUILDING AT PRORERTY LINE 3 N T 1 ~ I
~ I - 73.0 ! ~ ~ FFE - 2 I
-3 WIDE TRAPEZOIDAL I ,E w ~ NEW 1 a iv I I 171,. i ~ I 1 269.0 (WEIR 262.E~5 271.Ot(APRON) RAISED TOP WINDOW INLET I ISSUED: 21 JAN 2003
GRASSED swA~E ~2 w/ ~ I ~ . ¢ I k, JI - I CHECK DAM AT PIPE INLET ~ I o I I 1 _2 60" RCP 65 0.8
~ n n ~Io ~ a0 ~ n ~ ~i 2 263.17 (1) 263.07 274.51 JUNCTION BOX
Z ~,a;,~ ~ I ~ ~ !I n I 2_3 so" RcP 50 0.5 REVISIONS:
' WIDE TURNED DOWN I ~ a0 ~ i NEW 5 I I 2 a ~ CONCRETE SIDEWALK (TYPO ~ ~ i I ~ \ 3 262 82 (2) 262 72 273.71 JUNCTION BOX
, I o I I i I ~ I i 72" RCP 100 0.5 1 PROGRESS
I _ NEW BIORETENTION ARE14 #2 I I ~ NEW 1' 3 WIDE TRAPEZOIDAL EZOIDAL 3-4 I/ CHECK 2 22 3 262,12 271.1 t JUNCTION BOX ADD BIORETENTION, MODIFY GRASSED
15 WIDE x 58' bNG EOTTOM II ® •~~1:6 + ! GRASSED SWALE #1 W/ CHECK MIN. - ~ I ° y I c 0 1 IORETENTION ELEVATION - 268,5 ' a I ~ ! n DAM PRIOR TO 8 4 26 ( ) 'ENTION
RUBS TO BE PWJTED ~ I ES AND SH I I THE ' I ;,II 5 265.00 268.Ot CATCH BASIN SWALES AND REVISE PARKING
PER BMP MANUAL I ~ I , I . ) I 270.3 + EXIST. PERENNIAL STREAM EAM 6 265,00 268.Ot CATCH BASIN LAYOUTS
I e ! NEW 4' WIDE CURB CUT ~ I - ~ I 4't WIDE AT MEAN HIGH GH 4_7 72" RCP 135 0.5
I I ; I I WATER LEVEL RMWATER ~ I i 1 5_7 15" RCP 25 4.0
NEW UNDERGROUND STO I I I DETENTION OUTLET DEVICE & ~ ~ ~ ~ #1 6_7 15" RCP 19 4.0
CITY OF 269.0 I ~71'';s } NEW BIORETENTION AREA #1 STORAGE PIPE TO MEET ` LONG 7 261.55 (4) 261.-15 269.Ot JUNCTION BOX
RALEIGH STORMWATER FLOW ' I I I 269.4 ' . MIN. 15' WIDE x 58' LONG BOTTOM ELEVATION = 268.5 REDUCTION REQUIREMENTS. I ~ - - 268.5
I ° . , r. --..1. 69 - - - TREES AND SHRUBS TO BE i f0 BE 264.00 (5) 4NUAL
ETE CURB ~ I ~ 6 f ~ ~ ~ ~ PLANTED PER BMP MANUAL EXIST. 24' CONCR N + 7 ~ E+' I~ -1~ - ' ,1 ~ 264.24 (6)
& GUTTER TO BE REMOVED \ 5 I ~ ~ ~ ~ B ~ 268.0 1-: 1 } k+ ~ I ~I 7_g 60" RCP 35 1.0
' ` B ~ + , I + 7 'L ST. INV = 261.51 EXIST. 24 CONCRETE CUR ~ ~ ;I ~ EXI 1 RCP 15 RG~P e9 J ~ ~ " ' _1 8 261.10 7) 261,X1 266.31 (TC) EXIST. CURB INLET (
& GUTTER (TYP.) - 0 'Q _ _ ~-4~ -W - - - _ _ - _ _
IST. SAN SEWER MANHOLE ) 149.88' I 2sa.o ~ so• _ _ I , NOTE: ALL OVERSIZED Jt;~1CTI0N BOXES AND THE RAISED TOP WINDOW INLET ARE TO BE PRE-CAST.
TOP = 275.8 RCp iniv nuT = 270 9 - - - - - - - -
N--------- I 3 x
a ~ N m r
TREET o ~ ~ m GAS WATAU S ss ~ I ~ I ~
ox +I ---ass ss ` I ~ n' ~ / S ~ (40 ROW) ~ ~ N
I I ~
J W~ I I
II
ER MANHOLE EXIST. CURB INLET EXIST. SAN SEW I I INV OUT = 261.0
TOP = 269.4 I DRAWN BY: DLH
INV IN = 259.8 I INV IN = 260.4 (FROM STREET MH) ~ ~ EXIST. CURB INLET CHECKED BY: RPH
INV OUT = 259.7
BO~i.D UP = 260.4 PROJECT: RSWS
DI G & GRA N
M DRAINAGE
STOR
0 1O 4V vv
PLAN MIN
50ALE IN FEET
DWG. NO.

TOP,OF CURB ~ TOP,OF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
12 3/4 FOR s~oPE SIDE SHALL BEGIN 10' FROM THE REA.'S SEE NOTE t. THE CATCH BASIN. THE SLOPE OF
r SLOE-SLOPE THE GUTTER TO THE CATCH BASIN ~1 OR LESS
ON THE DOWNSTREAM SIDE,
NE ~ SHALL BEGIN 5' FROM ' ' THE CATCH BASIN. SHALES SLOPES RARItOhO TIE
0 2-2' G.I. PIPE OR PVC PIPE AS CLOSE TO • , CHECK-pAY f
8' AIIN.,OVER 12' DEEP 12' WW. 2 STEPS SHALL BE INSTALLED IN 2~ AS ORAIIACE • • . • (INCREASES WF~1RA710H} _ wlu PETWTT , , 8366 104 SIX FORKS ROAD p 12• uw. ALL CATCH BASINS OVER 3' IN DEPTH. ~ ~ ~ ~ ;
UP TO 8' FROM TOP OF CURB. _ ' RALEIGH, NORTH CAROLINA 27615 of curre. DEPTH SHALL BE MEASURED FROM THE ~ ~ • ~ ~ 919.845.7600 PHONE
O ~ ~ TOP OF THE GUTTER TO THE INVERT OF THE CATCH BASIN. , ' ' ' 919.845.7703 FAX
5' w . u • . ' www.piedmontlanddesign.com
0 3) SOLID CONCRETE BRICKS MAY BE • • • • • . • • • . • • • USED IN 4X4X8 OR 4X8X16 SIZES. a • • • • • • , ~ ~ ~ Y ~ ~ • r'• • . •
" ••r'.•• r . • 0 . • • • • • . . 4) NCDOT APPROVED PRECAST ~ • • • • •
12" 15 15" CONCRETE BOXES ACCEPTABLE
0 USING STANDARD 5' CASTINGS. ° OF ~ (REEO ' ' ' ' ' ' ' p ' 0 CANARY OR KY-J1
° TALL fESCtIE) . . a ~ , o
° o ~ 0 ~ ° ~ o ~ MIEEP HOLE a d ~ 6 a ~
3000 ° ° e ° • ° ° ° ° ° ° 0 1 ° p ° M 0 ° a e ° ° (A
P.S.I. ° ° ° ° p ° ° o ° ~ p ° ° ° . 1 . ° °
CONC. ° ° ' ° 1/2.D. o.° ° ° ' ° t~2' ~ FEB 14 2003 STONE PREVtMS
o . ~ ° o . ° e . ° . ° . ° ~ ° . ° ~ ~ ° ° ~ ° ~ ° ~ ° a' UP TO 12' DEEP OOWNSIREAM SCOUR
° oo°o. °o a°'o°o. °o uo.° .°o. o ° ° . ° ~ ~ ° ~ ° ° . 6" 12. OVER 12' DEEP
6" 6'-4" PRELIMINARY
SCHEMATIC OF A GRASS SWALE
STANDARD C.B. STEP
3 #3 REBARS 1~ s' 8 LONG
3'
GROUT s' e' s' ~/IN PLACE cROUr FINISHED GRADE NOT FOR CONSTRUCTION ~/IN PLACE
o° ~ ,o P A BROOM FINISH
0! 1u1 a 6'
°}06N1 000 000 1 4" PER FOOT 3" R.
2-2' PIPES 22' 2'-1 1 2' A a v v a FINISHED GRADE SIDE -
LONG ON A 3' SLOPE -td' BELOW PLAN ELEVATION _ e a a a a 6„ -III- _-I -
TOP OF C9. 4' 4" - - - - ~ ~ 2„ s~ ~,TS -III-1 I i-1 I I.I I (-I I I_I I I-I I I_I _I I _ , ~ °
/a oR H -I 145 ~ ca+aosaN
B' MINIMULI, 2~-B'NIN. B' s• RE56TAM 3000 PSI CONC. - wTmu~ _=1 ~ -
OVER 12' DEFP 12' MINIMUM UP TO ® (RUeeEx) _ _ _ ,2• , ~ I III-III- I - I- = - (~I
B' TRgA TOP OF CURB.
15' TYP. IF STRUCTURE IS ELEVAnoN sECnoN A-A COMPACTED SUBGRADE
GREATER THAN 12' DELP,FOOTINC 6
TO Ex1END B'
BEYOND THE STRUCTURE CITY OF RALEIGH Z
1/2' D i CENTRAL ENGINEERING DEPARTMENT ~ ° NTS J
6" ~ ° ~ ~ 6" ° ° ° 6 REVISIONS t>Al!! ~/a/oo OANNN m: dTa
°I Q'O~ . ~ ~ 'qo°o' ao ~ ° ~ ° , ° o ~ .90°0 , ~ o,
0°oJ•° o . o ° . ~ o ° ° . oo WooJ. '°•o •°o doo;° 5' O.M. ° ' CATCH
3000 PSI CONCRETE .I CONCRETE ° BASIN
FINISH U M
- DRAWING NOT - DRAWING NOT TO SCALE - STD. # 30.01 GRADE 6 1 B" W
R
Figure 9. Parking Edge and Perimeter With m Prlnce Co. i~3 W Perimeter With Curb, Fro Georg k ~ , . .Q~ ~1
~ ~ so g L
~ ~ 3 _s_ ~
BIORETENTION AREA LIMIT IT ~ L Z 0~ 6M / "
Grass Swale ~ ~ Q w LIMIT OF ~ v v
DISTURBANCc
~111s ~ i11
~ K Q ~ 'ti Ex. Inlet Q ~ ~ .
v IN. - • - ~ •f • , • . . I (:OMPACTED SUBGRADE MINIMUM STRENGTH 3000 PSI W
_ - • , CONCRETE NON-REINFORCED, . .
~ 1{ 15' MIN. ~ AIR ENTRAINED
A a D
a . `~:rLOW.
. ~a U.
i~ r 4 NCR UR & G R
Scnd Bed , A
Curo TYPICAL ON SITE ISSUED: 21 JAN 2003
Inlet Deflec.ors . wiih Ciro Opening
Pavement ~Se' Acce~dix NTS • F=~~'~ ~ - ) REVISIONS:
PLAN VIEW (NOT TO SCALE] 1 PROGRESS
ADD BIORETENTION SCHEMATIC
~i ~i
~ CUP,B OPENING
r I MAX. PONO~D
WATER DEPTH
(o INCHES) ~
PROPOSED ~I PROPOSED GP,ADE INLET
GRADE PI.ANiING-~r 4 MIN. DEFLECTOR
,i:l MAX. SOIL•
-.''t' :MIN' ~ AND BEO 1
I
BIORE i~NTION -BIOREi~NTION AREA •
c
SEC110N A-A' •
(NOT TO SCALE)
DRAWN BY: OLH
CHECKED BY: RPH
PROJECT: RSWS
DETAIL
SHEET
DWG. NO. DD.Z

~~a
,;,,JI1' '.i T 1 SLCi`~}i
i E. FRANKLIN STREET
i i
NEW CLASS IRIP-RAP ~ ~ 1
LINE GRASSED SWALE W/ WOVEN NEW FLUME & SLOPE W ~ W 8366-104 SIX FORKS ROAD
PAPER NEf LINING TO 0.5' DEPTH ~ 1 RTWI PROTECTION ~ ~w' PACE STREET W RALEIGH ,NORTH CAROLINA 27615
OF FLOW A5 SHOWN (TYP.) i ~ ~ ~ 919.845.7600 PHONE ~ Z ~ ~
- - - - - - - - - - ~ EXIST. MANHOLE ~ 3 ~ ; 919.845.7703 FAX
~ ~ A A TOP = 275.42 ~ \ ~ ~ (MH COVERED W/ i W °o ~ Q www.piedmontlanddesign.com a o ~ i ~ a
I l ' \ ~ 1.5' OF DIRT i v ~ v ) z m z 3 I
I, 1 I~ J ss S \ ~ NEW 3 WIDE TRAPEZOIDAL z BOUNDARY STREET E TRAPEZOIDAL
ss~ y , \ ~ ~ GRASSED SWALE #3 W/ HALE #3 W/
ELM STREET EXIST, MANHOLE S , ~ ~ CHECK DAM AT TOP OF ~ TOP = 280.4 ~ 1 72 N 01 01 57 E i \ RIP-RAP AT TOP OF ~ i
INV IN = 269.9 I ! ~ - ; 165.86' VARIABLE ROW -
( ) FROM COVERED MH _ - ~ ~ ~ ~ ~ ~ INV OUT - 269.2 ~ i ~ _ _ - - - - _ _ _ _ ~ _ 76 ~~9 ~ Nf11gq,~r
~ ~ 1 ~ - 0 - < - B / , 4 CAR41
; 25.00' ~ ~ I R~ _ - _ a % ~o TW 282.0 , F ~0
/ ! - ! I ~ p ~ N ~o I ~ - ~ I I I JB - - - _ VI
38.00 _ _ I _ ~ t' ; ~ I - ~ / ~ CINITY MAP r
~ ~ / - - - -I =f` _ I _ LINE GRASSED SWALE W/ WOVEN 0~ ~ 4c -P ~ r - _ ' PAPER NET LINING TO 0.5 DEPTH N.T.S. i~ORT~+ ~ ti
1 OF FLOW AS SHOWN (TYP.) y~/y _ y 'ti~ON~
I / i -4fi 11 ~ v \ -
NEW 3 WIDE TRAPEZOIDAL GRASSED SWALE 0 _ = I ~ i - A'NEN ~ NEW RETAINING WALL Y~ + _
#4 W/ CHECK DAM AT TOP OF RIP-RAP ~ ~ i = ~ ~ PROPOSED ~ I ~ / 272: I ; ~ ~ (AVG. HEIGHT - 3.5 TALL) _
BUILDING ~ , GENERAL NOTES
/ _ , i EXIST. 8" PVC SAN SEWER - ^a f I - FFE - 275.0 :273.7 NOT FOR CONSTRUCTION 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE
TO REMAIN ; h i / ~ I WITH THE CITY OF RALEIGH AND THE STATE OF NORTH CAROLINA STANDARDS
~ i ~ / ~ I ~ I 1 ~ - TW 281.33 AND SPECIFICATIONS. - 274.5
I/ ~ ~ ~ ~ l 1 / ~I ~ ~ ~ ~ I 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949)
l i I ~ ~ ~ PROPOSED _ _ _ _ _ _ _ _ _ _ _ LOCATE ALL EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
20' BUILDING 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING
i ~ ~ , BUILDING I~ SETBACK (TYP.) UTILITIES AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS
I / ~~7zs ~ . 272.s. 0 73,7 FFE = 277.0 ~ , ~ .a a~ n i PRIOR TO BEGINNING CONSTRUCTION.
(10. D I ~ / I H 272.0 272.0 ~ EXIST. 20 CITY OF RALEG r ~1.. ~ 4. BOUNDARY AND TOPOGRAPHIC INFORMATION IS TAKEN FROM A SURVEY BY
SAN SEWER EASEMENT ~ -l ~I ' DAVID BARRIER, PLS.
BOM 1996 PG 287 / ~ / 3 ~ O 5. ALL CONSTRUCTION SHALL CONFORM TO A.D.A. STANDARDS.
I ~ ~ ~ / ' ~ 1 ~ TW 280.67
~ 00 ~ N ~ ~ ~ 272. { . LINE GRASSED SWALE W/ SINGLE 6. PROPOSED SITE PLAN IS SUBJECT TO CITY REVIEW AND APPROVAL.
/ o ~ / r p ~ w / I ~ ~ ! .RG ~ { w FIBERGLASS ROVING TO 0.5' DEPTH 7, NO
~ °D ,'11t 273.6 m / ~ I I I OF FLOW AS SHOWN (TYP.) WETLANDS EXIST ON THIS SITE. US ARMY CORP. OF ENGINEERS ISSUED I I NATIONWIDE PERMIT 39 ON SEPT. 30, 2002, ACTION ID. 200221477. Z
z I f o ~ I i 1 I ~ti , I n ' ~ ~ 8. NO FORRESTED VEGETATION EXIST ON SITE.
NEW ~ r` ro~
LINE GRASSED SWALE W/ - J6 ~ ' N
DOUBLE FIBERGLASS ROVING ` I ~ ~ ~ ~ 0 ~ ~ ~ TO 0.5' DEPTH OF FLOW AS ~ I ~ ~ , j I +I ~ , I
SHOWN TYP. ~ I ~ ~ i ~ ~ . ~ V C ( ) ~ I i } I SUMMARY ~ W Q
273.6 I . W
~ ~ ' ~ I EXIST. 8" PVC SAN SEWER ~ ' ` ; " 5 I U j TW 280.0 1. TOTAL LOT AREA: 1.07 ACRES
. ~ I` ! ^ _ i W 2
~ . ~ 271. ~ 272.5 _ ` ~ ' 10 I ~ 1 i 2. WAKE COUNTY PIN: 1714.17-02-0390 I
/ \ ~ I I I p.r i NING. - 3 ZO RESIDE~JTIAL 20 L
i
f I ~ I I 74 4. TOTAL N0. OF UNITS: 11 3 BR UNITS ~ TIM 279.33 S• r
N 01'39' ~ 6" f1' / I ~ , . ~ ` 5. TOTAL PARKING REQUIfi1:D: 28 SPACES Q
10.39' I ~ / I ~ ~ S 02'08'46 W
271.5 + ~ 63.03' NEW STORM DRAINAGE 8 ~ \ 6. TOTAL PARKING PROVIDED: 28 SPACES ~ I
1 ( ~ ~ , DETENTION SYSTEM ~ I ~ , i
' I ~ NEW FOUNDATION WALL ~ ~ I _ NEW 24" CONCRETE CURB & ' I Q W
GUTTER (TYP. ON-SITE) ` ~ I I ' ' J
1 I I I i ~ I a G STORM DRAINAGE STRUCTURE Q SCHEDUL E Q
- ~ I I PR ED NEW 4' WIDE CURB CUT 2 0.3 OPOS ~ I I iv ; ~ NEW D~IERSION SWALE ~
3 ~ I ~ °i ~ I BUILDING AT PROPERTY LINE 269.7 - ; ~ i OC MARK INV IN INV OUT SIZE LENGTH SLOPE TOP ELEV REMARKS
NEW 1'-3' WIDE TRAPEZOIDAL ~ . I FFE = 273.0 cv iv ~ I I
GRASSED SWALE 2 W/ ~ o~ 2b1,~ ~ I w ~ ~ % ~ m~ ~ ~ I i I i i ' 1 269.0 (WEIR 262.65 271.Ot(APRON) RAISED TOP WINDOW INLET
CHECK DAM AT PIPE INLET ~ ~ ~ I o , ~ I ° ~ ~ ~ a ,
~ ~~I :III ° ~ 1 ~ I~ 4 ~ I a„~?~ I N ~ ~I ~ ~ (0 Z ~ ~N '!1-2 60• RCP ss 0.8 ISSUED: 21 JAN 2003
NEW 5' WIDE TURNED DOWN r` I ~I I I ~ ~ ~2 263.17 (1) 263.07 274.51 JUNCTION BOX
CONCRETE SIDEWALK (IYP~ ~ ;'t: ~ „ ~ I ' : ~p i 'I I I..I ~ I I I i ~ ~ I~2-3 60" RCP 50 0. 5
NEW BIORETENTION ARE~I ;2 I I ~ • ' ~ I I ~ I I REVISIONS: 13 262.82 (2) 262.72 273.71 JUNCTION BOX
' S8 NG ~ ~ NEW 1'-3' WIDE TRAPEZOIDAL MIN. 15 WIDE x - I ® i .''i'7110 + i (
BOTTOM ELEVATION - 68.5 'I ~ ~ I °i ; t GRASSED SWALE #1 W/ CHECK TREES AND SHRUBS TO BE PLANTED I m I I ' 'e ~ ' o DAM PRIOR TO BIORETENTION :CK ',3-4 72 RCP 100 0.5 1 24 FEB 2003 I 4 262.22 (3) 262.12 271.1 t JUNCTION BOX ADD BIORETENTION, MODIFY GRASSED
N ~ e ~ i PER BMP MANUAL ~ ' I ! I ~ ~ ~ I ~ ~ I I 5 265.00 268.01 CATCH BASIN SWALES AND REVISE PARKING
I I 270.3 + , ~ I I ~ EXIST. PERENNIAL STREAM NEW 4 WIDE CURB CUT ~ I , ,
I I i ~ ; ' ~ 4't WIDE AT MEAN HIGH '6 265.00 268.01 CATCH BASIN LAYOUTS
RMW=~ I ^ ; . ~ ' - ' I WATER LEVEL NEW UNDERGROUND STO TER , ~ , DETENTION OUTLET DEVICE & I N I " I '4-7 72 RCP 135 0.5
STORAGE PIPE TO MEET CITI' OF 269.0 I - + I x70.2 V b-7 15" RCP 25 4.0
RALEIGH STORMWATER FLOW , NEW BIORETENTION AREA I~1 I , 6-7 15• RCP 19 4.0
REDUCTION REQUIREMENTS. I NEW _ 269.E MIN. 15' WIDE x 46' LONG I I ; - ' ( , 269 BOTTOM ELEVATION - 268.5 7 261.55 (4) 261.45 269.01 JUNCTION BOX
' . ~ ~ - TREES AND SHRUBS TO BE EXIST. 24 CONCRETE C~1R8 ~ ` , I t ,<E N + 7 ~ ~ a I ~ ~a; I P N PER P 264.00 (5)
& GUTTER TO BE REMOVED \ `J I Bi, I , ~ ° ~ LA TED BM MANUAL CB ~ I ~ 268.0 ~ '
~ ~ II'' ~ ; ~ , ~ I EXIST. 24' CONCRETE C11R8 ~ t I ~ I 264.24 (6)
& GUTTER (TYP.) 1 'RCP 15 RGIP J tl..i EXIST. INV = 261.51 ~ 269 ~ sr~'~'gl4" W 17-8 60' RCP 35 1.0
269 - . XIST. SAN SEWER MANHOLE - 268.0 ~ 149.88' - - - - - - - - 8 261.10 (7) 261.00 268.31 (TC) EXIST. CURB INLET
TOP = 275.8 I 60+ I _ INV OUT = 270.9 RCp
' NOTE: ALL OVERSIZED JUNCTION BOXES AND THE RAISED TOP WINDOW INLET ARE TO BE PRE-CAST.
\ I g ~ \ II ~ m
a s ss ss ~ W A STREET o~ m
I I ATAUG ss ~ ~ X +I
~ S ICI ~ (40' PUBLIC ROW) N w ~
II a ~ W \
II
m N
~i . . . . .
I
EXIST. SAN SEWER MANHOLE I EXIST. CURB INLET T0~' = 269.4 I I INV OUT = 261.0
INV IN =259.8 I I
INV IN = 260.4 (FROM STREET MH) ~ ~ EXIST. CURB INLET INV OUT = 259.7 DRAWN BY: DLH
BUILD UP = 260.4 CHECKED BY: RPH
PROJECT: RSWS
GRADING &
0 20 ao bo STORM DRAINAGE
PLAN
SCALE IN FEET
DWG. NO. DD.1

TOP,OF CURB TOP,OF CURB NOTES
1) THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
12 3/4 R~RSS~ SIDE SHALL BEGIN 10' FROM THE NOTE t. THE CATCH BASIN. THE SLOPE OF
r THE GUTTER TO THE CATCH BASIN SIDE-SIOPE ~1 OR LESS
ON THE DOWNSTREAM SIDE,
uNE uNE SHALL BEGIN 5' FROM ' THE CATCH BASIN. SYIALES SLOPa ' RAEAQAO TtE
0 2-2' G.I. PIPE OR PYC PIPE ~ AS CLOSE TO • • • CHECK-DAll ~
2) STEPS SHALL BE INSTALLED IN ZERO ~ oR~1ucE ~ ' M+~sa k~TMnoe) PERUrr 8366-104 SIX FORKS ROAD
8' YIN.,OVER 12' DEEP 12' YIN. UP TO 8' FROM TOP OF CURB. EEP tz' uiN. ALL CATCH BASINS OVER 3' IN DEPTH. .n • ~ ov tale. DEPTH SHALL BE MEASURED FROM THE m RALEIGH, NORTH CAROLINA 27615 c •
0 TOP OF THE GUTTER TO THE INVERT a , ~ , 919.845.7600 PHONE
5' w OF THE CATCH BASIN. , , , , , , • ~ 919.845.7703 FAX a ~ . . . www, ledmontlanddesi n.com
0 3 SOUD CONCRETE BRICKS MAY BE , , , , , , , P~ 9 USED IN 4X4X8 OR 4X8X16 SIZES. a / '
o ~ • . ~ ~ 4 NCDOT APPR V ' ' • '
12" 15" 0 ED PRECAST 3 / CONCRETE BOXES ACCEPTABLE »t • ' • • • OENSE CROW[H • • '
0 USING STANDARD 5' CASTINGS. ° OF GRASS ~p ~ ~ • ~ t • 0• ,
~ cAHUtr oR Kr-at ~ TAII .
° ° . ° . e . a ~ WEEP MOLE m • ~ Ittlih,
° e a 3000 ° ° ° ° ~ ° a ° ° ~ 0 1 e ° ° ° a i1, CAR I ~ o ° ° i O` ~ +j+
P.S.I. ° ° ° ° ° ° ° o ° o e a ° . . ~ a,,9
CONC. ° ° ° ' ° 1/2. D o e ~ m S!p ° 1/2' D • STONE PREVFMS '
' ° ' ° o . ~ a o . a o . ° . ° . a ~ a . ° . ° e' uP ro 12' DEEP DOYMSTRfAM SCOUR ~ ~ ° ° ZOl ac•
° oe°e. °o °°'oao. oo ao.a .°o o ° o ~ ° ~ ° a ~ ° u ~ 6" 12. OVER 12' DEEP 01 i
6" - 6~-4" ---I ~y ~ ~ 9 ~.,,GI N'~..a~~'
SCHEMATIC p HEN , OF A GRASS SWALE
'2 E~ ~ STANDARD C.B. STEP
3 #3 REBARS t5'
B' LONG
GROUT GROUT FINISHED GRADE NOT FOR CONSTRUCTION
e' 8' B' ~/IN PLACE o° ' p ~/IN PLACE A BROOM FINISH
° p I ~ 1 ° 1 n 6,
en ae °~s°j~Ba e~ 000 000 1/4" PER FOOT 3" R'
2-2' PIPES 22' 2'-1 1 2' FINISHED GRADE A SIDE - v v v a
LONG ON A 3' SLOPE -18' Bf10W _ ELEVATION - a d a e a W PLAN - 6°
TOP OF C.B. 4' =III- - - - SUP RE515TANf CLEATS -I I I_I I I_I I I=I I(-I 11-III-III -I -I I- e
-II45' o
8' YINIYUY, 2'-8'NIN. 8 I- e• 3000 PSI CONC. _I I -
OJER 12' DEEP 12' YINIYUM UP TO ® (mil - 6 - _ - _ -
B' FROM TOP OF CURB. 12• I ~ ~ ~ 111=III=III= - - „ ~ III II -III_ r`---~i ,
18' TYP. IF STRUCTURE IS ELEVATION SECTION A-A COMPACTED SUBGRADE
(~iEATER THAN 12~
DEEP,FOOTNlG IS TO El(fEND 6' Q
BEYOND THE STRU('TUiE CITY OF RALEIGH Z
1/2' D D CENTRAL ENGINEERING DEPARTMENT ~
. ° ° s• J REVISIONS OtgE! ~/a/oo OftAIIN 9M: dre
°i g'o. ~ i .°e •o°o' °e oa ~ a ~ e a o ~ .Yo°o ~ °e
i°oJ.a ° . e o a e'e. oe Wool. 5' O.M. ~e •°eo o,°,i.
3000 PSI CONCRETE SI CONCRETE ° CATCH BASIN W Q
FINISH GA W R DE 6 18 U
- DRAWING NOT - DRAWING NOT TO SCALE - STD. 30.01
''2° W R
~i11+1 Parid~ ~ Mid Rt'bnt~[' ~ ~ ~ w~ im.~. a. ~ W alp, ~I r~ ~ F-
'S ~ ~
~r 6
~ ~3 ~ Z
nay Ai~A uat' r ~ ~ s v v Q w
Cra Crane S.olf WT OF
i i ~ as~e~c>r / x',11-- ~ ~ 1 1
,.`.,r. ~ C~
° ~ E*. MiMt COMPACTED SUBGRADE MINIMUM STRENGTH 3000 PSI L W
d d CONCRETE NON-REINFORCED 1"' + J
' ' ' ` AIR ENTRAINED Q
Q
S
A
;~'i'~~N ;'1C sty: . ! w • 24 BETE R UTT R
. .r
• .7 TYPICAL ON SITE ISSUED: 21 JAN 2003
• ~/~•5. /
' SGId B~ Curb ~ scud 8•a . A • NTS
• f ~ REVISIONS:
• N•• wa odt~S~on
Paverts~t ' ' - ~ • • 11'1111 ~ + 1 24 FEB 2003 • ~I
• ADD BIORETENTION SCHEMATIC
• 'P 'P
(nor to (Nor Ta sc,~~)
~oune oP~c
wix. Pogo
WA1ER pFPhl • . .
(5 tNCS~ES) ~~~.rr~
Lr
PROPt?SED P GRAOE >~1lET
GRAOE 4' 3:1 B,IAX. PLANTING 4 YIN, DEFLECTOR
SOIL• 'r~.
~ ar`
.,Z:i.~f,rC`Y'~ ~L~ r s,~ MID 8ED
BIOR_°T~lAl~l AREA--~ lON AIWA
• DRAWN BY: DLH A~A
(NOt Y4 (NOT TQ SC~?lE) CHECKED BY: RPH
PROJECT: RSWS
DETAIL
SHEET
vwc. NO. DD.2

I
c d w ;rrv I.0 ~ ' 12 6Atlpt ~'Jt4.On 7 K4• MElDEO N1nt HOOItO ONTO NOT~"9+ I) TOTAL ntAipl4t AAtA flOwtNt TO'tt.T ,,3t.._ " ~ d
. d a ~ r'i ~ i^ ~ . ~ ro I ?atroeMtO g1ANNC6a 6N MtTA6 ?0lTO, On ?AIT[NIB ~ 1tNOt NAY NOr' pttt0.1 Aeat. n 4 , ~ ~ .I '--c.,~~~ i „ r TO CtOAN 011 M000 ?OS17 M/ N41 !TA?ld, ItBKT ILNCt! tNbUIO NOT It tlStb AT ) r f ' h Standard 1, A!I work to conform td City o Raleig s, ~1`°~t~,,•••""••• s
1, Ot fain. Gracu,g Permit, la ,"r, ~ 51 ' ~ . ~ ' ~ )err ep h+~rur,~;'"''It';."' ;.i I araAaa.trntsrsnurcu~wt~l?NMnraeeld h. 1J')std11 . GrcVel CfJRStrUC~An P d 1 m tire, ~ Pad tam orar 5 ' t Specifications and Public Utilities Handbook, '
1N FiPq/YKL/N no ?~cnino,~na.1NA a nTi a , e I n u ~ , , ,r. . , , on toulvAUnr acanlto Tc 111RL ve NtTA1. p c ; taus oN M111t Ar a or?camtti I' Fencin anc Se~irrent basins as sh wn n 1 p y r TOT L A R EA E 0.98A o C. , ~s shn wn on the plan.'., Clear only as : ; ;
_ ~ R~L~IGN ~ ~ + s ~ necessary ti instal[ these devices. I ,e,, 2. All Water and Sewer work to, conform to Id.C. ~
' C.a91 ~9G - '45.3 tar onstte ~n action b Cc 1~ 13. , ~ ~ / ; ; ~ ~11Ax• mn+nlT rronwat~kvn. laovc ~P Y section b 1, nnSP,rV tion In actor. If State Division of Health Services and Division o>" ° y Y a sA r; Syr
v ~ ^w/51;7.43.,,... 5~. ~(„fA..,. ...:•I'++.,,. I 1 ' ~ PCnnl[NT I'In:11 rlNl ltrC.li llMtN[O Ntt I t •r. ~ ,r, ~ >aT rt approved, blgir riealing and grubbing. . . ~ . j ~ r i~:~ ~ f~ACE ~ nn ra twa:;t ro er ton~Ul'rAnd1; , AD ITI A , r ~ a, ry~ t viro a tai a sr~ 1 0 4 AC. n n rd Re uia tin ~ D O N n nm n M n eme t Sta da ~ L ~ W 0 ~ 1 rubbing. J "q I ~W ~ ^~~aP •~t`~~?~ ~l`~ J
.,,~~,r ~ _ ~ • ~ r , ~ ~ , , ~ 4, Maintain deices as needed. Rou h grade ~u h r?rade :ate, and Specifications.. ~~`o+ti Q 9
_ ~ ~ ; ~ p ~ ~y ~ , ; t , Jnstall story .;e war (if sho wn) and pl ~ Wn J an0 rotect lnl tt5 with Slit r,~'~lr~rr, ,~ss~'~°A~ W p e „ . Z - ar ON I NG R 20
"~'a~,r~ti.`". > ,,n, ~~.i ,.;~r'~~ ~i ~ tl ~t fBnC3llq, sB(~rpent trElpS C1' C1thF,r approv~'f~ S,a i ...~Hih:l n. rQp,l , I~ ~d~' ~,,;,k.. ....i1....--..G ~...r..• ~ the ~C7n. ~ n ~ ~ ~.w l ~ J'` p F.i:l nn.,t.rurtinq building. der approved measures as shown on 3. Individual Water Services to be 3/4 in size and to cildinq, be copper from the main to the Gang Meter
~ ~I.I~ ~ 6. atahlize sib as axeas a1~e brought u Assemblies and PVC from Meter to each building. Drought up to finish grave Witrl P OPOSED UNIT 1
r) 'y~ _ - - II ti+~h fUti'•UdS ' ~ II[+ P~r_;,~ , i ~ li .z'ri~-nefr` TD NCII[AltarOnAOt ve~etatson, dVln , etC.. ~ _ - S 2 .R. 8 EA
I - ~ . ~j.u-s..--aucr onAnulttbtn.Ti , ~~~ql ,~~~i,.,l I ~ _ r~~-~.+ ~ eu+ertr,uo?aowNOTne~l?co ~,~~7. When col'lSfiuctir)n is complete and ail ,~c~4• ~oj UNOA,P _i "--3"'=~ I rNC:unNCC,neaolt~~r h r 4. Inctividual Sewer Services to be 4" in site. Provide ate and aJl areas are stablized
~ I r,.~ ~ r com 1ete1 .a1~: , o.r .3>a~';,~ct>,on b C dose. v t a l ` f qR' ~ 6i 7•i ,r.,,-~.f ! AOYI7Aalt TO DN A ItoMENr M p YI a r; a f J~'~ ~ ~ I r'I'r '3: a s -NIIUnAL~aAOt ~-m C ~ CIeanouts at each change in alignment and at least ~ by C orTSrrvation inspector. ~ PA KI R N R
a.. -I .N-II_ r• • ~ ~ ~;;r~ L,, ~ ~ t-N-+ NrncMaratllmran t 8. 1f ,ate .u gip: ~,v~,a, rdmgve ~muorar m • ' : / ~ ~ _ _ eAeinA??aox u a nw11e arto r tNa4 oDVd1 Tl/stare. a rAN? suai.~ Y . } , . ;1 ~r - - ~ : ~ ,rj ; 1 ~_r~ i TNarNCrt1?OItIeLr. sediment b~r,;r~_, etr., and seed out or a QUIR . A ~muorary diversions silt fencin , every 50 feet (for G Pipe 1. r 9
,.;4a~~ ~ u r` .t.~ ~ t t :I '~I ,MS AmtT~•o?TnntnnoTNara~ r , p ed out or pave any resulting bare , 5. Provide Cleanouts at least every 100 feet far 6
i ~ rrray ,d• , ~L " ~ d , . arias. C 41 • r M aDM011r•tA'TIaATteMOOOpIT1Aj10'0.4WN•.L11A110 • ~ rtar~~ ":~'v~I .ul~r~l~ • , Troaoromaauwets'tttawirc. `9. When vege~t~ari I)as become e5rahl~~f?er1, PA I V ~ R N P I R D . 0 EA. 3 esrabl,jher~, caJ1- for Final Site Sanitary Sewers. W
,•r' naN I inspec3ron b~ CcuxSel~vation Ih,- ester. sector.
„ a 6, Maintain 18 Vertical separation between Sewer
r a`. I ~m "r ~ / ii - Z ;rat ti ~ , DENUDF_ 0. N o D AREA A 9 L. and Water Pipe.
~ I i lli. ; 1\ - 1, Maintain 4 minimum cover for Water Pipe, w • z
i/N/fyLp G.C~/~' F- 8. Maintain 3' minimum cover for Sewer Pipe. " ~
NOTE ' BO ND - I F ~ ~ U CRY N ORMATION A,JD o W ~
2 - FIELD DATA BY R T NEW. OM RL W h to to ~ C E, , .
~ - f/f'dT G/ri~a0 II-" SEEDING SPECIFlCA fI0N5 ' ,~,eiv~ ~ / : ii / ;G' i it it Z o s G Z /Z G -G RALEIGH, N.C. N N
~O - EYC•Itr M~oTE?e!L A, For Jci,siopes flrttet, seedln accordance w/U1 the fallovlnq schedule and appUcetlen etas , E',Y/8T. ~//N F.PDM p/7Ly Q N
, ~ O ~ ap ~ ~ l .l
DAB,. °;•~1YPE PLANfING RATE TEMP. DIVFRSIOIJ DI`l'•CH DEVELOPER Z U tD CO
August 15 = Noromber i iall Fescue 1o01bs per acro or 7 Jbs per J000 ~.D!/k'/Ncy C'sif/s)s?lir~77D~t/ s0uan feet G I W N ' i'~'. / ~ HUNTER COMMERCIAL SPECIALISTS Y zcpc~
xN r mb T F - and J00lbs er a n o< 71bs er 1000 i ~llBi~l l~~ o e er 1-- Hach, l all. esrue p c D ~ ` d.\ ~ ~ ~ A1a • ---G----+- / / LY
AbNrit Rye were feet for Fescue and 1S lbs. per \ . ~ ~ ~ ~ NI acn a I/1 I6. per 1000 savan feet for r ` 47'`E/ 9,9 39 ' ,r,A~• 258 W. MILLBROOK RD, ~ ~ z o s -
Rye ^ ~ 3aa5' i ~ / ~ ~ N /T e c . s~~~ cam' RALEIGH N.C. W
Id, ~ H ~ Men;h 1 • Ay:il i! Tall Fescue JOO IDs pat acn or 7lbs pet 1000 ~ ~ >TV . HS - / ~ f~ 6" A~~PE TE' BASE CGYJ~PlE ' XWJ
i square fret I \ ~ , - _ _ _ - ~ 1 _ _ TYPI AL S CTION TEL,[phone] - w C E ~
_ . Aptil'S • June JO Hulled Common Bermuda 701bs per acn ar 11D. 1000 squero i' / • • _ Grass feet i aN a
0 ~ ..r
Ju(s 1 -August 15 Tall Fescue an0 down J00lbs per acn or 716s per 1000 ~ ~ / 1 Top Millet ar Sorghum- square feet for Fescue, JS lbs or 1/B ~ ~1~ ti ~ .eiD N W -
I Sudan Hybrids Jb. per 1000 swan feet for Top M11let, - 1~~ ~ and 10 !bs per ecro or J/116. per 1000 ~ 1~ xr1T .~/w to . ~
squaro feet for Sotghura -Sudan Hybrids ~ ~ ~ ~ ~ , ~ If 1 ~ ~ 'h W
NOTE; Mulch heevlly at moro than ?tens per acn during Jenuery to March period of file year ~~".r ? ~ ~ ~ h
_ ~ , - - - ~ MAT1 0. For ~tupes steepen than J:1 Dot fJetter than ?:I secCln accordance with the fouoldng schedule `'t / / u MATTHEWS V.FN, a ~ a-B
h _ end appllcatlen ores N ~ ~ _ - / 0
OAit TYPE P N ~ / W \ ~ LA T1NG RATE j O/TCN NO 3 BU/L~/N ~/O• a• ~ , ~ z
Mash -June 1 Serkea lerpedera SO IDs per acn or 1 1/1 lbs per 1000 Jl~ 9 , 4, gtOCK AND GRAYEL OaOP 1alET SEOl11EMT FILT.Ea to a
ff EL. /rya ~ i p2 Sca.~fled 1 and coven feet ~ ~ ~ / .J V l~ / ~ a. Plate toncrete_b)etks tengthrtse odtheirsides to a single row J
Nen:h -.April - Add Tall Fexue, c: 150156 er acn or J 1/t lb:, et 1000. ~ ~ W ~ / 1 ~l~ / ~ _ around the perlebter of the 1rtkt, with the ends of adJacent
square feet ~ / Z //5 BZ~ZO~ZZ~E //Z•Z8~ / / (f~ h bio~ks abutting, The hllght of the barrier ten be vertld, dlDend• ~.~•~--w•~r.~• ; ~1 ,.~aq.an,design needs, by itatktng combinatidns of 4 inch, B-inch r The barrlerof blacks shd11 lro at~leut ~ ~ end 12=loch lode blocks.
March - JtMe Add Heaping love Grass l0 lbs per acn of 1/81b• per !000 ~ ~ ~ ~ / t / souan feet ~ / / / ~ ~ n n reaN?'than 24 inthls M h, ~ ~ ~ 12 inches high e d o g 9
` Ju ~ r r /ldrN Nv Z i~ ~ ne September 1 Tall Fescue and Brown l101bs per acre er 1 1/1166 per 1000 \ SL ~ / / ~ h ~ - 1r rye h shall be laced over the outside vertical fate iKebbing) / ~ ~ h b, A ! s P on fide halo washed through / ~l e,( ~ of the concrete blocks to prevent st e 9 m
Top Millet cr 5o:ghui - squen feet for call Pascoe, JS lbs per ~ \ ~ CO. ~ i 0 the holes 1n the Dlotks, Hardware cloth er caepetable wire eksh / ~ wfth 1 2-loch nln s shell,be used.
Sudan H brads acn d' 1181b. per 1000 souaro feet for \ 1 / y Brown Top Millet, and )0lhs per acn - ~ \ \ - ,Q/P /PAPO/1CN 2 ~ i ~ ~ D ~ °pe g O / ~ ~ ~ r ~ c. Stone shell Oe piled against-the wire to the top of the blolk-
' ar J/41b. per 1000 squaro feet or \ ~ \ D Q~ I / ~ • sorghum -Sudan Hybrids \ ~ } ll / / / ~ h barrier, as shokn 1n Plate 1.08d, YOH6T Mo,l Coarse Aggregate / / / 1 ~ h shill be used; = I
' ~ / / Septa*ber - Mateo t SeHrea legoede:c 70166 per acn or 1 J/a Tbs. per 1000 / S•k' TyP J~ ~ d with sedimllnt.so that i. d. if the stone >f1tlr becomes-Ciegge / U / ~ ~ na longer adequettlY erfor~ni; Its funttlen, the StoAe r+nt b!
( Unhuiled 1 Juan feet of Serkea tespede:a 1S0 / ~ ~ / / ~ pulled lNay 1'rW !h! locks, ctlened end replaced. - ~ r ` . y
lbs per acn or J 1l1 Jbs per 1000 _ ~ ~ sauan feet of Tell fescue ~ ~ I ~ / i / F'X' ST. f.... /NV ,SG. 98 O f~?B'~ i I i ~1 i ~ ~ ~Ai ~ ~ I ~ / ~ Ql M1Y! Scteee ~ ConerH+ eek
NOTE; Phis is 6emporary seeding and should ha deeded September 1 at recommended rates or ~ ~ ~i .i ~a W ~ _ 6 ~ ~
aay 6e saeded over with lnpedere V Fescue Ms ~--s+ee established uniformly ~ >r ~
' a~P/r.~P ~ircH / \ ~ f: C. For etepes between 11/1:1 and 1:! lrre ~1e ~etlflcattorrs for slopes betreen J:l and trl and _ _ _ _ • _ ? ?
plane rlatlre Pine See~tngs f for mranYee, Loblo[a• Pine or V1rgblia PL1e 1 et 6 feet on center r ~ ~ - ~ -';,t i"'r'•'-""'ti"' r 0 ~ O
after corer-has been etta.'rllshad . ~ ~ ~ . - - ` - ~ _ J _ _..C
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