20000863 Ver 1_Site Plan_20070831

\ \
~ \ I I11 I PARKING ~
y AREA
- CONSTRUC ON ENTRA E MAY ~ \ ~ ~
~ ~ ~ ~ ICI ~ ~ VII I
BE LOC D AT CA RE CHAS / ~ - ~ ~
APAR ENTS AT TRANCE T - LOG G 1RAIL. ONTRACT \ \ / ~ / ~ _ _
M T OBT IN ERMISSIO ROM
PARTMEN FIRST. C ACTOR /
SHALL B ESPONSI FORA
DAMAG TO AP E. \
1 ~ ~ ` _ , ~ ~ _ ~ ,
~ ~ ~ ~ ~ ~i ~ JII~~ I ~
IST. GRE WAY NOTE: ~
~ SEE ALL D1STU ED 1 ED / ~ ' I ~ ~ ~a~ °
CIFIED
M~iURE _ _ ~ / ~ i I ~ ~ ~ / ~ ~ I \I 1 \ / / ~
~ \ SEE DE q~H OIFriE E - ~ ~ s
D29 7
~ SEE SH N0. C77 OR ~ ~ ~ ~ ~ ~ ~ \ `KEY MAP
, ~RLAN P FlLE TFF~S
~ \ ~ - LO ION FO RE DEj°AI ~ ~ ~ ~ /I~~ I ~J~ ~ ~ \ \ \ \ 1 PqR NO SCALE
\ ~ \ I I II i ~ ICI ~ \ ~ LEGEND
~ oc~~~ ~
~ WALK / I I I I I \
\ ~ ~ \1 D I L ~D AILING WALK ~ ~ OR m EXIST SS MANHOLE
~,C~ EE DE II 1 / TRAIL EDGE
\ ~ D D2 7 D27 \ \ \ \ \ ` ~ ~ 2 e oz~ ~ ~ ~ 1 I ' I J ~ TRAIL CENTERLINE
F ~ ~ ~ ~ ~
BOA WA ASRdAL ~ ~F ~ \ Taai~ Nsinori A ASRdALT i ~ / ~ ~1 ~ I II I / / TRAIL SHOULDER
NSITION - THE N OF fQ IGH Y I I I i
T ~ SEE IL ' IL N TO ACQ E ADDI I~ I I I / - ~ TRAIL ASPHALT
SEMENTS OR THIS ON E~. GREEN Y of n-~E i~. I II I ~ I ~ / ~OOQO~U CROSSWALK
~ D27 '9/~\
/ / / TRAIL PIPING
~ UPPLI~D AL7'fY III II PARKING / /PARKWG ~ BOARDWALK
_ ~ INSTALL Y CON CTOR ~ - SE ETAIL \ \ 0~oc,~ \ I I AREA I I I AREA _ ~ = EXIST TOPO
KI ANIS ~ INSTALL ANbARD AI DESI N AL~1 ~o norils I ~ 2°0 PROPOSED TOPO
. - ~ B CH LOCA UNL S OTHEp NOTED.
SEE DET ~ S DETAIL III ` 1 x259. SPOT ELEV.
/ \ D28
~ / ~ / ~ TRAIL ~[J SITION 0 ' z 1 I ~ ~ wiz+oo STATIONING
P,JF EXI TRAR - EE
/ / _ D AIL Do \ \ \ ~ ~ \ I\ I I ~ 1 I I I 1 I ' ac - ,a+os.,s POINT OF CURVATURE
/ ~ \ \ I I ~ ` ~ PT ~ 12+54.15 POINT OF TANGENT
~RA RECEPTA
SU LIED BY 1 1 I p• I ~ ~ P NG ~ ~ SF-SF- SILT FENCE
/ I TALLED 6 \ \ CONTRACT - ~ / I~ 11 / / SE ~E /
~ 2 I ~ ~ \ AR
LEIGH ITY~O D28 ~ , -J I '0~ INDE N 1 5.1
\ C ~/ice- ~'1~J
\ / I ~ ' \
/ ~L / / \ ~ ~ ( ~ E~ . RIDGE ~ ~ \ / I
SEE SHE 0. C18 F R
~ \ / j ~ ~ / ~ XIST. TRA ~ \ \ PLAN R FILE 0 THIS
\ LOCA N F R M E DETAIL
/ I I 1 I
~ ~~i~ , ~
~ ~ ~ ~ / / ~ ~ EXIST NWi~Y ~ ~ ~ ~ 1
\ ~ \ / / ~ / \ \ i \ ~ wS~ I 1 AREA G
~ \ i BRr I \
~ \ ~ ~ ~
/ / ~ s ~ ~ i / ~
U ~ \ ~ ~ / ~ o I ONS'fRUC N ENTRA E MAY
z ' / / / / BE LOC D AT iH ND OF
NOB D. CONTR TOR SHA
I ~ / ~ / BE SPONSIBL OR ALL
1 D AGE TO STING TR \ 25a~ \ / / / / \ ~ I /
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. N
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. .D (SEE SPECS.). DESIGNED cam, CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, EfC. WILL BE CONSTRUCTED TO 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GRADES. ;UCTED TO EXISTING CRABTREE CREEK TRAIL
DRAWN NC RALEIGH, NORTH CAROLINA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM SITE
6. TOPOGR4PHIC INFORMATION PROVIDED BY WAKE COUNN GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED ,J~ ~~'Y
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS (LAGGED. IF JUDGMENT IS r•=so• HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS 1"=50~ N0. 7522 RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEEP L~

\
LEAR & OVE DEB S
J ~ 25fl0 ~p FROM EX . CHA N S ~ ~ o . o-
~ s \ / FOR P ITIVE DRA AGE 9~ D P E ~ae.e , ~ _
\ x IN XIS . ALE - s y,~~ O~IBL ONST. E ACE ACE \ ~
\ ~ k, ~2 L ATI ~ \ INSTA STANDA TRAIL A AL BUIC .
\ \ 3 DE N IN ALl C TIONS CO A TOR U OBTAI ~ ~ , ~ o OBTAI ~ a
~ ~ U ESS 0TH ISE NOT P I~10 FI ,AND . J ~ ~ \ E DETAI ~ A BE R 0 BLE 0 AND
' BLE 0 ~ ~ T E
~ ~ o2s A D T SIT E,FI ~ \ DE \ ~ PARKING ~ A~ SMITN BUIC
AREA O ~h
~ ~ ~ 5~ HDPE ACE 2s \ ~ IND \ \ IN XIST WALE \ ~ \ xl .5 C~
~j X'°°~' _ ~ LOCAT
/ \ / 7 \ EXIST. GR NWAY /1" ~ - \ c Q, ~P
- .
/ ~ / 12 ~ x t99.o 9
~ -9 \ IND ED N 15. N 15.13 -N-
- 39 / / ~ i S L~ROCK PARKI
CK DAM- 2 SEE DET L \ A A ~ ,
- 029 7 \
J N0. 18 FOR ~ ' SEE T \
P PROF OF THIS \ \ KEY MAP PARKING
C ON F MORE D AIL $ \ AREA NO SCALE
\ ~ \ ~ \ F
~ \ ~ PARKIN I PP GN SU LIED BY CITY INSTAL PE IAL C01~&.
~ ~ ~ \ 1 ~j EE EET N0. OR AR ARKING / (I ALLED BY NTRACT R) TRAIL SI UNDER B GE r2 ~ ~ AREA _ S TAIL 3 - S DETAIL
2 P & PROF 0 IS ~ INS W J_ / s INST L TRAIL SIGN __1 o2a
J CATION F MORE IL ~ BE C LOCATION ~ ~ A STONE SEr ~2s
~ E DETAIL \ ~ ~ ~ S . 14+45 D
x 1 .3 \ \ 028 ~ OR m EXIST SS MANHOLE . ~t
• \ SEE SEE bE x 206.4 ~ TRAIL DE w/ TRAIL EDGE
\ ~ / ~ ~ \ 200.5 x ~ / ~ \ ~S CE AIN E
/i\ \ ~ 50 A TRAIL CENTERLINE
\ ~ xis .e A ~ OP. ST EXISTING . 3A ~ ~ S E DET L SIDEWALK
OF 4 DR ~ c~ TRAIL SHOULDER
/ / \ 9 / x - SEED AIL 3 ~ 3 _ _ 100 1973 o2s ~ o TRAIL ASPHALT
02.5 \ ~ _ 4 / \ y,
\ ~ \ ~ e 6218 ~ ~ . ~ ~ ~ CROSSWALK
o~ . zo \ \ \ A~ I _ ~ ~ -TRAIL PIPING
~ ry / K ~ 5 CONC. IDEWA
~ ~ ~ NOTE; , ~ ~ x207.8
ALL ST BED ~ ~ / SE \ ' , ~ - ~ ~.,e„a.,~ x' = BOARDWALK ~ ~ ,
-f \ AS WI ECIFIED \ \ / \ ~ ~ \ ~ ~ _ gee _ EXIST TOPO
\ ROUNDC R MIXTUR - \ \ / /
SEE DET s , \ \ \ ~ zso . g PROPOSED TOPO
~ 029 ~ ~ \ / \ ~ ~ ~ ~ f / \ - - ~ ~ - - ~ ~ ~
\ \ \ x25s.~ SPOT ELEV. f _ H ~ ;
^ 4 35A ~ ACE IN ~ ~ -f- ?sr ~ ~ ~ 12+0o STATIONING
22 PARKING ~ ~ ~ / \ AREA ~ J ~ N T ~ ~ t ~ A TION ,
y TH CITY OF H MA ~ - ~ ~ ~ ~ ~ ED TO AC IRE ~ ~ : ~ ~ PC = 13+06.19 POINT OF CURVATURE
~ ADDITIONA EASEMENT 0 ~ ~ ~ 53) ~ ~ \ i--
\ ILL IN SAP WEE ^ ~ ~ J ~ ~ ~ PT = 12+54.15 POINT OF TANGENT
202s x \ G AY LOCA S~ x 201.4 \ - ~
SF-SF- SILT FENCE EXIS ENWA
J ~ ~ K ~ 5' CO ~
~ 2m. ~9 ~ P/A 2A \ ~ p (1
n, ~ R G ~ ~
~ ~ ~ A ~ o / ~ -
/ / k / 202.8 ARKIN 97 ~ ~ - c4 -
8. x AREA __s___ Erb zo~.s
J = ~ 0~'tL I~\
~ / PARKING 203.2x C - LOCATION OR
~ AREA 6A 2os.o x ~ MORE TAIL
/ ~ ~ ~ ~ ~
0 ~ PA ING ~'0
\ P KING x x REA O 2os.
x203.4 / \ AREA 20,.4 201.4 \ y \
5
~ ~ \ PARKIN 8
~ / P A \ / \ \ OD4 ARE x 203. \
/ x \ ~
208.5 \ \ / POOL \ J \ / \ - S /
/ / \ ~ x206.4
~ 2500
/ z13.s \ 2.44A 997
/ o ~ 2 O PARKING / ~ PARKING ~ o ~ PARKING
ARKING \ AREA \ ~ AREA ~ 05.9 pd AREA
AREA / 4869 x M
P/A 208.3 P/A 6 ~ \
I' 2 ~S ~ D4 S
x 2as.8 33 PARKING o ? ~ ~
AREA ~ ~ / J ( 206., / G
~ ~ ~ ~ ~ 20 . x PARKING S'
z --s ~o PARKING . s AREA T
^ ~ AREA ~ P~ KING
° ° 0 AREA
N m
m Qi
m
° A T W N BOUN ARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. 1. CONTRACTOR TO VERIFY C UAL ETLA D D
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
0 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED S ~IGNATED (SEE SPECS.).
DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. ° 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTE CONSTRUCTED TO EXISTING
N / DRAWN NC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES.
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
4
H Z 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100' 1 "=50' HAYES SEAY M T SCALE COMM.
r A TERN & MATTERN INC. ~ 1 "=50' NO. 7522
' 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
H REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEEP L2

\ a
~ ~ R 0.73A ~ 2500 ~
P KING \ J / 2139 a 0 , o
\ AREA ING PARKING J \ p l°`~ R AREA ~ ARIA
~ 2500 \ ASE
_ 3147 \ •
x 203.8 x 204.6 x 203.2 ~ ~ .10A ~ 15 PLACE I \ ~ PARKI °M ~ NG
N E PARKING ~ ~ O v r' o
~ \ f ATION 2 \ ~ / AREA \ ~ J 1 ~ AREA
~ ~ i 2 ~ ~ s ~ ~ / a o
~ PARKI o \ C 105.0 p
\ A A \ \ \ ~ ~
I ,
31 \ ~p ~ ~ ~ D 1
~ 2.74A ~ ~ ~
x 2oo.a \ \ ~ ~ -N-
~ SEE SHEET N0. 2 \ \ \ 509 - (S ~ ~ C21 FOR PLAN & ~ 2o7s x
~ - \ EXIS GREENWA \ 7084 \ \ ~ \ OFILE OF THIS
9 0 ON FOR \ PARKING \
\ \ MORE D IL CL & RAM ~R AREA ~
\ ~ OM ISTI ~Ck17~NN K 201 PARKING KEY MAP
FOR POST E DRAT \ ~ INSTALL STANDARD IL ~ AREA >IL x 202.9 x 204.6 NO SCALE
\ \ - DESIGN IN ALL LOCATIO \ \ \ \
\ \ ~ \ NLESS OTHERWISE NOTED. 00 \ ~ TED. NOTE: THE CITY OF RALEIGH
\ \ K ETAIL 1 77 2 \ D26 ^ MAY NEED TO CQUIRE ADDITIONAL EAS MENTS TO
\ \ FILL IN THE GA BETWEEN
\ 0 \ / ~ ~ \ GREENWAY LOCA IONS.
(S 11 \ \ \ \ \ /
\ i \ ~ PA IN~ \ ~ ~ OR ® EXIST SS MANHOLE E~-T
g \ x~ (3gs REA \ \ ) ~ SEED ALL DISTURBED Q ~0 PARKING 8 IT~ SPECIFIED TRAIL EDGE AREAS W
~ ~ P RKING GROUNDCOVER~MIXTURE AREA
\ \ \ \ o \ \ REA ~ -SEE DETAIL 2.17A TRAIL CENTERLINE s 'ti
~ \ x \ \ ~ 0 029 EXIST. GREENWAY n
\ .s \ ~ TRAIL SHOULDER 2500 ~ ~
.47A 1 \ ~9 ( ) 3g ) 0867 x zoz.s ~ 6 TRAIL ASPHALT
205.3 IN A L CATC B SIN TH 18 E .7 0 q
586- ~ IPE FIELD A S \ \ ~ CROSSWALK
1815 ,~o \ / \ 1.17 203.5 LO TIO TO TCH LOW sp 1~ \ x ti ~ J NSTAL PROP. .FENCE
O A R ~ g \ ~ P INT I P ING ARE ( FIELD JUST TR 0 TRAIL AT K OF - ~ TRAIL PIPING
K 20x.1 EXIS . M.H. LOC IONS. NO \ ~ \ 25 -SEE E IL 4 \ ~ 0 BRANCH EE D ~ SUPPLIED BY CI
A CURRENT ~ \ 8 \ D28 2500 \ ~ 13 CATIONS E SHOWN ~ x a . 5 ~ BOARDWALK
9 41 \ ~ 0 2 I ALINED BY CONTRA TO ~ NG ~ DETA 3 _ z-~e°e _ EXIST TOPO
PA ING ARE ACC AT . FIEL VE FY ~ ~ PAR NG \ ~ i \ 2 EA v
EA ~ (0.31A) x~5 \ \ ~ PROPOSED TOPO NSTRU ON ENTR CE
/ ~ ~ PAR NG ~ \ ' HDPE P CE IN SE AIL s zoos
2 \ \ 1 \ A 2 5 \ 6p x \ ~259.~ SPOT ELEV. . SW E o
37 6 x \ \ LOCATIO
13 \ 9 ~ \ vN ,2+ao STATIONING TR
v v v ~~v A\ \ x ~ K G v~ .1 TAIL PC = 13+06.19 POINT OF CURVATURE
~ x 205 \
PARKING ~ ~ \ \ / ~ ~ PA 'I PT = 12+54.15 POINT OF TANGENT ~ ~
AREA 2a4.4 1 K D4 0 ~ \ \ \ ~ EA ~ '
x20 ~ \ \ g ` ~ ow SF-SF- SILT FENCE ~ ~
W ~ 203.6 ~ (ig " c9 / ~ ~ \ 8) _ ~ ~
~ 2 .3 ~ ~ g4 \ ow 94 ~
(•6) ~ \
o \ PAR G / \ \ B CH L ATI 20 .
~ ~ A A 2 \ CU & C EAR ROP. N \ \ ~ ~ SEE DE x :MOVE EBRI ~ ~
CH F R P SITIVE D AG ~C EMOVE EBRI c 0654 OR PA K G AREA ~R ANNEL, ANNELS „ o2e \ \ x
\ 3 F P GE GE
~ ~ ~ \ EXIST. E WAY ~ ~
\ \ x PARKING \ ~ \ ~
~ 2 o ~ AREA ~ \ J ~ _ ~ ~ .23A
1 \ 198.Sx x 205.0 / ~ 19 i 1 a 197.
\ \ - ~ / / n \ 1! 2500 ~
PA / ~i ~ PARKING / v ~ \ Q \ ~ 2577 \ D ~ \ x T \ '°°A 2597 t~
~ AREA PARKING \ ~ C AREA S' \ y ~ /
/ ~ ~ \ ~ ~ ~ + ~ x \ \ ~ ~
\ \ /
\ ~ \ \ \ ~ \ (~8 \
6 4 ~ o \ 0 \ P/A \ ~ \ \ ~ ~
~9 0.43A ~ c ) 8 \ ~ \ ~ 18
\ \ \ \ \ _
\ r- \ 1198.4 2500 I K \ \ \ LOG
~ 13.2 \ 0448 2os.i x zoz.s
l 5 200 ~
1~ \ K ~ In `Z 0 I ~ ~ ~ ? \ ~ ~
rn ~ PARKING ~ PARKING x,s~ ts7 200. X~`
2455 AREA ~ AREA /s~s x 1ss. / L ~ S S N . ~
~ 147 ~ _ \ ~ 22 FOR P \ x ~ -
w ~ 1s \ ~ FILE THIS \ ~ -
~ (78) 77 ~ \ Q ~ \ J ~ x ~ L`QE OR ~
\ \ ~ ~ \ 198.4 x ~ ~ OR ETAtI: \ 198.4 \
\ \ \ (p \
.69A g 2500 ~ ~ ~ \ \ x 201.2 I 5 o ~ (0.44A) \ \ \ \ \
0 1 s/18/0o AS PER DWQ COMMENTS GsL cwA
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY 1N THE FIELD PRIOR TO CQNSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. °
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STQPPING LOCATION.
a 9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED M1X. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS. . EE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTII D TO EXISTING
GRADES. DRAWN RNC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. W
w CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m
MATCH PIPING TO DITCH CENTERLINE. U APPROVED JLM
J a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
Z SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100'
1"=50' HAYES SEAY MATTERN & MATTERN INC, SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST,1999 SHEET L3
u_

AREA o \ / [ / / ~ T R TRAIL PAREA G D4 e /
~zos.e / T S L 40' ~N
2~ - J O ~ / / / ~ HER AIL ROAD
N / / / D3 .2o~.z
2500 ~ P K G AR
X18" E PLACE ig" pK hN EXI T. BEFORE CROSSING R/R A A
97 ~ LE AL CA / j/ ~ FR3T NOTIFY CSX 0
RAILROAD AND
E .1 ~ / / ~~~j / h PERMI BE 0
~ UCTION. ' v ~ \ ~ 4A
/
i O
R AN REPLACE ~ NO E CITE F RALEIG
+ ) / / 2500 MPER A k~ N / B 049 UNDE MP S L-O~T N Y NEED T ACQUIRE
UNDE RAIL. EET NO pd DDITI NA ASEMENT TO
X42 INS lL STAND D TRAIL 12 OR D IGN IN A LOCATION CONS CnON E LESS O RWISE NO D - SEE TAIL 12 OR MORE TAIL FILL I E GAPS B EN ~ / GREE AY LOCATI S.
ST CTION EN
SEE ~ e TAIL B
D28 9 9 NCH LOC 0 -
SEE D T KEY MAP E ~ NO SCALE
o ~ 1 HOPE PL E I E SEE EET N0. 2 FO 2~4"~ ALE LOC 0 E RGEMENT F THIS N0. 2 FOR o28
31 ~ CAPON F MORE :NT F THIS ® / MORE AIL
AR ND 0 E C STRUCTIO ENTRANC
KRIS 0 EXIST. ~ Zo2z .z E DETAIL s
CHANN~ OR P SI 1 ss. N D29
"~9~~9 DRAINA LAC 'LAC
~ ~ I XIS + I 12" PE LAC IN EXIST. ~ OR m EXIST SS MANHOLE
INDX 175.17/ ~ ~ / S lE LO AT TRAIL EDGE 0
L71 ~ i
REAS WI DI SPEC L TRAIL CENTERLINE O
EE D AIL ~ N TRAIL SHOULDER
8g 029 ~ ~ ~ ~ Rqe EE ARE K
TRAIL ASPHALT
L 3 3k za 20 3.15A a ~ CROSSWALK
IST. GR A 3k ~ ~ ~ ° 196.2
_i TRAIL PIPING 5
~
zo5. BOAR DWALK
1 ~ F M EXI NE i , . x 9711 ~ = _ EXIST TOPO
,~sa.i A ~ VE D IMAGE. EXIST. G NWAY SEE EET N0. 4
4 ~ 280 ,~s.a PROPOSED TOPO IL
IN XED/0 / s ~ SP CIAL 7RAI E L 0.79A DER BRID p 1ss.e
171 7 x X259. SPOT ELEV.
_ 2~0 ~~~~~f \ ~ ~
315 \ / ~ ~.e ~70 ~'~s+oo STATIONING
/ ~ 1 W PC = 13+06.19 POINT OF CURVATURE
I ROCK CK
mss-.- PT = 12+54.15 POINT OF TANGENT ~ o1.a ~
29
SF-SF- SILT FENCE
~ ~ ~ ~ l/ ~ l/ i ,A zs
i ~.OOA \ ~ / / Zf~e x 199.8
W \
~ EXI . GREENW O
~b?7 ,~qrl~ 1 / $1 / / / ~ 2500 / ~ \ ~P~\ ~ E~/ / P
SHEET . C2
LAN do P FlLE OF S
\ \ , ~ / , ~ / 250 OCAl10 FOR MOR ETAIL 1~
/ \ ~ ZOl.2
/ / \ / 9023 9 ^ n
/ / / 206.2 V 20{.J
0) r
_ ~ ~ ~ / i~ ~ 11 /~/n >>4 Zoe
44 1
--~~~ii zo.2 - PARKING iii ~ //l ///I ~ PARK G
AREA A A zols
~z9 / / / / zws ~ _f PARKING xa.' /
- ~ ~ / / / I'~ ~ AREA ~ A 2500
a9~ ~8 2s~ 2974
(1. 7A) J
~ J
i-~ ~o xzo .1 500
23~ PARKING 4
~ / \ \ PARKING ~7-~ / ~ ~ AREA zoz.e 3 ~'W \ r '4 AREA
~ x zoa.
/ I~ ~ \ ~S PARKINR N
" vsp 25~2~9 z~,~ / \ AREA ~ / co PARKING ~ PAR ING
AREA S AEA q
4812 ~ ~ ~ ~ T O ~
NOTES
1 9/18/00 AS P GSL GWA ER DWQ COMMENTS
1. CONTR4CTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
o BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10.CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPE D (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
71. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, EfC. WILL BE CONSTRUCTED TO 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF R4LEIGH, DATED 7/98. GRADES. UCTED TO EXISTING
DRAWN NC RALEIGH NORTH CAROLINA
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNN GIS ANO IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1"=50' HAYES SEAY MATTERN & MATTERN INC. SCALE coMM.
7. SAVE AlL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1 "=50' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L4

~...s... ` ~ w f
" - r; NOTE: / '
15 HDPE. PLACE .IN"EXIST. _ . 1~ HDPE. PLACE-JN_..EXIS~...- - _w. ~ POSSIBLE CONSTRUCTION ACCESS ' J . .
WALE OC AT1~N _ SWALE..I~OCATION , S _ ~ - h - IN ALL TRAIL ESIGN W y MAY BE OBTAINED ALONG EXIST. • % '
1~A-STON TkIIS._SECT_".N-y` Y' SEWER- EASEMENT FOR THIS SE~'10N ~ > ,r - - . f - - t, ~ m , - OF-TH€- TRAIL. CONTRACTOR SHALL ' r'
- ETWEEN A. 64+10 ND ~ , STA. 72 0. SEED AIL . l,,. . r ~ --BE RESPONSIBLE FOR ALL DA AGE , ; r r - -
_ SI'A'fION EGIN - TQ--EXISI..SEWER EASEMENT. r ,
x 2 ,~ALTERN E TRAIL y D26 - - , . r i / .
r i .9 5 ~ - _ ~ `i Z ;
n ~ THE CITY OF RA ~ IGH r~-~ ~ MAY NEED TO RE-' - ~I
~ \ x ~ f I ~ x ADDITIONAL EA S F-OP{ r' ~
w r _ EXIST. AY p 193.8 w ~ AY ' THIS SEC110t~j'' (ZF E' TRAIL. lr/~' / ~ ~ .
r"N 92.2 j c i' ~f ,
i ~ i i~ i t / i i i i i / i i i i ~ i i i~ i~ i~ ~ ~ i i
/ ~ - ~ SE SHEET.•N6. 4 .F~R ~ - I
/ ~ ~ i~ / ~ ~ f PLAN,-8s FsRpFILEJ;t~` THIS , : , . ~ ~ , '
r' ~ NCH LOC ON - , ~ r, ~ _ _ 197. x -SEE DE IL ~ ~ ~ ' ~ ~ ~ , , , LO ATf~I~ Q&~M,fjRE DETA1C ~ , ,,r - . ,
. _ D28
~ T '~~r,;'` i` ice' ! - ~ r
_ r' ~ f '
%f'%,~%' _ TURN THE TRAIL SHARPLY ~ ! I KEY MAP
1 ~ = ;:-.r ~ ~ ~ AI~tD- GRADUALLY INCREASE j NO SCALE
- = THE GRADE UP ~FkIE
/(~~u'`~ ~ ~.i'r~ _ ~tiT V11 ~ , - - HILLSIDE, ' r" r I I
~ i r ~ r i ! ! ~ / r'~ r~• 1 t
92~ ~ i 0` ; ~ i ,
_ _ ~ i ~f ~ I
_ - , :,,f ; ,`,tl . ~ . _ PARKING AREA ~ ; ; ~
! r ~n _ _ r', ~ - ~ w .fit,. . -1;.~~~,~': r',~~ ~ ~ ~ OR m EXIST SS MANHOLE , r j ,
d _ " ~ CLFAR ND REMO DEBRIS Y , EXIST GREENWA ; ~ , ' ,r,/~,; , PROTECT LARGE AMERICAN ; r,r; I
Fr~O E 1~S ~ , , ~ ` XISTING AC1N~ ! , x 196. i ` C~H TREE IN THIS TRAIL EDGE ~ , ' ~ t` J` ~ ~ O~XIMATE LOCATION. j i ~
- ~ , FO POSITIVE ~ AINAGE. ~ ; r `~~t ~ - ~ - TR LL BE P cED bN - TRAIL CENTERLINE ` . ~ ;
9a.2 ~ , x t . i } f ~kei~/i I ' I 'r' zsz.~ UPHILL
/ , ti i r; ; , > OVtiz-~ ' I ' , `j'' ` X ~ ~ % TRAIL SHOULDER
_ r ~ ~0 ~ ~ ~ r RRE IONS ' ' DEPA MEN OF ~r- ; '~rr`'' ` ; , ~ ~f I ~ TRAIL ASPHALT ~r~r?'~~~~ 'f~ i ~,~j ^ 'e'll j i'. ~ I' ~
97.9 r ~ ' ' ~ I i F KING I ~ i f' 1 CROSSWALK
98.8 ~ ~ ~ ~ \ , ti j xt .6 ~ ~ V ti ~ i~ ~ l I~ l i i~,~ j ~ , AREA ~ ; , ; ~
NOTE: ~ PARKI AREA ~ ~ , ~ , ; ' i ) ' ~ ~ } ` ~ ~ `55 ROWN PO` TIC ~232.~ ~ - ; TRAIL PIPING '
THE CI OF RALEI - x 1 I , , ? ~ r , MAY ED TO A UIRE '
% r l `r` ~ N i , , AD ZONAL E MINTS ; i .a - r`%. i ; ; BOARDWALK
FILL IN T CrAPS ~ " r j ` ~ ` ( . ` I, - ,r ' . ; r'' .2~a
ETWEEN EENWAY ri ~ it , I I ~ ' ~ , ~ ? _ _ EXIST TOPO ~'~fI ~J , 1
II ( I f ~ l, i f LOCATIO ( ~ ' ~ ` ! ` I i ))l ~ l t r r r' r ~ ,i NOTE: i r'' ~ f' SE D ALL ~T R~ PROPOSED TOPO ~ U $ED
rr', AR AS WIT 1 SP CIFI D ~ ~
~ I \ jiiJ l t r ~ p~ rr r` ' ~ Gf~OUND OVER' MI RE x25s.~ SPOT ELEV.
' ~ w~y.r r +1 ' I ' SIT, FENCE ` PARKING ~ ~ r` ~ NSTALL 4 ~ ~ SEE DET I~
1 ~rl, ~ /t' i ) t' F P AREA I ~ AL NG TRAIL of E.. ~ ,2+ao STATIONING ` Dl9 ' ' TH S SECTION BETWEEN
i ~f ~l r t j ~ ~ ` t,,;'' , ST . 72+30 AND 83+20.
200.4 O ! ' ~ f r`,t ; x 1 /r. i~' 11, ! f! , _ !rlr, ri' Pc = t3+os.ts POINT OF CURVATURE ~ S DETAIL ~ ~ ~ ' 5 ~ i
~ T ;iii Ir`t ` % ~ ~ r tr f r j f! i'1 ~ ~ ~ PT = 12+54.15 D32 ; POINT OF TANGENT
~ ! l i 1]!1; rr ~ 1 1 ~ I ~ i,l,~/ i~ / i ~ ~ I~ i, ~ I 1 ~ i
1(; , / ~ ~ SF-SF- SILT FENCE
I f rr i ti t I j i !~''I NOTE: ; i i I i
1 r r'1 1 ifr''/`~ ~ f CERTAIN TS OF,rTR MAY , REQUIRE S GM ~ TAL RET ING~` ' i
~ it ; i IN if , r ~'l1 ~ I ~ DE INSTALL SPE_ IAL TRAIL ' WALLS ALON~G~`UP SID F SOIL l ~ '
i i/r!~ ;.l r, r r i DgSIGN THIS SECTION ~ STABILIZATION. APRRO A~TELY 400 ! ~ ~ r'
/ P KING ~ ' 'f BE • it ' ,r r /rlr, ~ AREA ' ~rl,r` ~ s B TWEEN ST~. 71+75 1JD ~ ~ i f 1 ~ LF OF 12 TO 15 ;~HIGHj ALL MAY,i' i S ;A. 83+20. BE REQUIRED. REQUI ENTS MAY
SEE DETAIL ~ l
i i` ; ; PARKIN ,:1',,`'' i;',r,;`r;' , i t 2 VARY AND MUST BE% ELD yE~FIED i Y 1 oss oss , B SOILS ENGI~IEE,f?. i ;
i ; rrr ARE ''l;', ` 'r' 1 ' ~ . ,l
i ~i ; i , r
xlsas r i~ %rl~ ` / ' / ' - F r
~ t ARKING rl ARKING) ; '
~ ~ AREA W f ~ J I r % 1, ~ t ~ ~ i AREA i ~ ~ t ~ ~f ~ ~ ,
'f ' ~ ' r ~ NWAY ~ ~ EXI EE ~ ` EENWAY r' ~ PARKING ~ s~ „ ~ , , ' i ~
~ ~ ' 1 i',1 'l r , ~ i ~ r!r r ' AREA f ~ ~ i % 9.44A f'
I f r 1 1~ A i ~i ~ i + !f ~ ' r 1` ` ~ PARKING ~ ~ ~ ~ f
r rt • l x198.7 ! J QTR. ' AREA;° RAI AG A~OJUSTMENT , ~
r 1 p t r!J 1r r`r i ~ ~ ( 1` ? ~ , J rr ~ ~ '1 2 00 ~ ~ , 4 _ , ~ iAL,G TRAIL SHALL B ,
I x197.5 t ! ~ f't i/ t I ~3 ~ 11 ~1l,r,! f r 't s r 62 1 f j RE IRED AT VARIOU / , 4 r
t ~ rt r! : r' 1 ~ 1 V i~ ,~0 TS FOR STORM' ATER ) IS RQC ~ OFF F~OM°-PAR ING ~ `
P KING x 98.4 !r r° r ~';,;~1 rig i~ \ ~ RE IS RQC ~ r' r ' i ~ ; NG,,' ALQfiIG NG~' AL G ` ~
AREA , , ~ ` ~ S ON Tf7AiL i r t ' 1 ~ i Jf ! ~ i ~ f 1 s ; ' ~ ~ ~ E-.. SEE DETAIL - i ~ TRAIL , ,p, ~ 4, ~ zai.a ~ . Nl} SHEETS L13 ~ !
r ~ r ' A. 8 +Ot~. N~ S~~t. ~ +00 AND ~ j ~ o3s & L14 ,
t +Ot1. r , r
r` ! l ~ ! PR~4XI ~ TELL 406 r` . ' ~ ~ 11 r ' ` ,0 FEE`~~ ~R;41L~ ~ ~ E`1`•~ TRAIL,.MArY.. % r
l r' ' / r ' I ~ ~ , , ~ ~ R 1RE BLA ING.,, BLA ING.,,...' ~ r
IND ON 1 5.18 ~ ~ ` ~ i ~ r 1 i t. ~ rf 1~ ; J
~ f i ~ 45 1 C ~ f-IJ`~ 1 ~ , t r ~ . J i i r ,
PAR NG a ' i i`, i`
EA ; f ' ; ; ARKING ' / r ~ . v r' ' ~ r , ~ PARKING `
AREA . , ~ . REA
z ` SEE SHEET11d0'S L13 r- i ~ ! I ' ~ i ` r' FOR ENLARGEMJrNT OF ` ; 4RGEMENT OF THIS ' - ;
° ~ ~ ; ~ ~ LOCATION FOR NIflRE ° ~ 1f ~ , ' ~ , F R TA f ~ ; ; OR Mfl E DE IL. r' r
cv r ,t
c~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY P,PP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP ED (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO RUCTED TO EXISTING
GRADES. DRAWN NC RALEIGH, NORTH CAROLINA
° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. W
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. N N 50' 25' 0 50' 100'
1"=50' HAYES SEAM MATTERN &MATTERN INC. SCALE COMM. > ,
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. f-a L~ FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

~ r ' 1' 1 ~ j , f , t "
"r rr ' EA ` ARKING ; % PAR ~1NG ~
'r %I AREA r +l~ ~ ~A -
~ ~ r' , ! SEE S ~ NOS. Lfi & r' r r' ! F ` f NOS. Lfi & L14 ,f" 4
" i FOR E ARGEMENT ,,1 'CEMENT THIS ' i - R D , AI ~ ~ r` r ~ i
i' NO r%` ' ~ ~ , ; ~ LOC ON'~~, FOR R DE t ~ ; ' , r= x RE IS RO 0 RRI ALONG •OR ET L f,, r" " ~ - r',
199.0 - x~1~7 ~ i ' ; ~ . ~ t X ~ X- x IS SECTI TRAI BETWEE i - , " ~ " r J PARKING AREA ~ ~ . l~ r "
STA. 72 AND ST 80+ - i ' 200.2 i` r r, 'r,' l ; i ~ ~ ~ ~
APP ATELY~--4 0 ET ~ ~ % ; ; ~ INSTALL ECIAL~~~ All Df i' ~ CIAL'~, All DESIGN THiS rr' ~ 2aas,
x T A~:~ MAY BL NG. 1 ~ ~ ~ SECTI BETWEEN TA. T zoo.5 ~ X X ` ~ r' I STA ~ 3+20 SE ~ETAIL ~ ~ ~ ~WEEN TA. 71+75 AND ~ t " , ~ 1
rr ~ i t ~ , 1 2 ~ , SE ~ETAIL ` _ _ i r'`
r ~ ' `i PARKING r' i , D36 D36
Fr r ~ f' ~ " t 1 1 i ' o r it _ ,
AREA ~ x r r ii l 1 ~ " 204.5 ;I ' I
CRO j` f CROW`S PONTIAC
I ~ ' ~ ' '"r ~ i : r " r r EED A1.L TUBBED . ~ ~ rr
x o0.5 x G M C ~ / ~ ~ .A AREAS SPECIFI X. GMC - ~ISUZU - " X ~ _
' ~ ~ GROUN OVER MI E - . v._ 1 E- ; ,
NOTE: i i :SEE TAIL DRAINA( ' I , ~I~, ~ ~,6 DRAINAGE ADJUSTMENTS ALO TRAIL , ~ ' ~ ~ r
CERTA SEGMENT OF TRAIL AY 1 r' ;'t ` SHA'L'L E 1 REQ E 5EGME AL RETAI G l SHA'L'L, BE REQUIRED ATV OU,S'POIN'TS,~' ~ !
xFOR St( ` W S ALONG PHILL SID FOR SOIL ' ' ~ ' ' 1s9.7 ~ AREA SI xFOR STORM WATER RUN F FROM,~PARK(NG?~" ~ I • AREA SEE DETAIL SHJ=ETS X13 ; "l ~ J ~ I ' ` )
~ ~ `C x ABILIZATI APPRO ATELY 4 ; , ' ~ ' ~ ~ L14 > .,r ! ~ ~ r KEY MAP D36 ; ! N ~ A
> 1X i s L.F. OF 1 TO 15 H WALL M r ,r x `';~i. r X' 1,, r SC LE 4 X ~~f ~
r~ ~ ~ i j zal.l oz ~ ~ BE RE RED. RE IREMENTS AY " w , l ;r r {
VARY ND MUST E FIELD IFIED 195. ~ ~~l ~ ~ ~ E ~ e~ ~ PARKI < < ~ i BY OILS ENGI ER. i ~ i e r ,
` ,
I AREA t ~ ? ~ ~ ~ ARKING EA , PARK ; 1 f' ~ r'
i 1 ~ 1 l r v ' ' ~ ~ ' ; t SEE SHE N0. Lt FOR r ',f~ Fr,
i ~ ' ' ~ ENLAR MENT OF IS ' ` r ~ OR ® EXIST SS MANHOLE ;
-INSTALL L ,~~N , i ; ~ L0~' ON FOR E ALON Lr1 ~q, E.P. ; .
~ THI ECT'ION~ ~ EN / DE IL ' ~ TRAIL EDGE . ~
v,... f " , t ; r ~ S . 7i2 3~ W `STA. j x zo . i .~Gj~~ r- TRAIL CENTERLINE
" xis ~ 3+20! EE` I=1' ' L ; ~ - ~~G~~,. ~ 5 UA ~ TPrT10N i " r,. ~ ;
, EPA MEAT OF STA. +59.58 ~ TRAIL SHOULDER
' x SYA: 83+14,23 ,98.2 CTI S : ~ > > , , C 0 E f~ .ls~s '
P _ r ~ _ ~ % ,-CO UE STA4' t ~ TRAIL ASPHALT
'r ~ i - ~ / ~
n ~ x 196.7 , r ',r C AN Q!d ~ CROSSWALK ~F.
- ~ AIL
to -TRAIL PIPING i r.) i` .
T SH RECEP E ~ ~ 17~ ' Des , ~ UPPLIED - ~w BOARDWA LK . r,
; INSTALLE BY CO CTO r` / / l ~ l
s.2 ~ PARKI G -SEE ETAI ! ~ / x ~ INST L EL J=D i ~ ' - ~-~a _ gee _ EXIST TOPO ~
A A 8` C~ B R K'TSESIGN W ,
~ , , , l FOR~A~CCESS , - 280 PROPOSED TOPO r i
2oo.e 197.2 x x RAMP 'SEE DETAIL - i'/ i' / i / , XzSg.~ SPOT ELEV.
x ~ ,'r `r,=' t' C 4 1 2 5 198.7 ~ i ~
' ' 1 ~ ~ 027 D.3~ X32 D3 D32 r~ x'~, 12+0o STATIONING
q ~ ~ 8~.~ f,~ f ~ PAR G ,99.i x "201. ~~~,,J PARKING AREA _
_ ` r' 94.4; j 1 ~ - it r A pr r ; J% PC - 13+06.19 POINT OF CURVATURE
~ 7x SIGN PLIED Y'CI 5 1~ - it' ! l" 1 f ~ i ~ PT ,z+5a.,s POINT OF TANGENT ~;~.9
J' ~ ~ / !•~1S LE 'BY S CT PROX. - r , , r / J~ ' ~ SF-SF- SILT FENCE i
00 OF EGMENTA ' 8j* ~ ~ T&ACT E tS~ ~ ~42 ~ TEL
ALONG DGE OF AIL - ~0~' ' ! i
t~ All _ , IN T S LOC ~ I ~ x202.s
TAIL ~ _ S DE ~ , i
y ~ ~ 9S ~ ~ ~
/ f I r. '
; ` ,
' ; T,R TO PASS NDER I x
- I BETWEEN ~ EST. BR DG ~ ~ 201.2 _ i 1 J 1
~ ALLS. ~ ~ ~ ~ ~ ' 8' GH CLEA C ~ \ 1
P RKING A i ~ ' ! ~ ALREADY XISTING. ~ r" r~ ~ I / 'i
x2500 !i I ~ ~ r' P/A ~ ! ~ x2a3.o ~ ,l ~ 205.3 i i I 2 199.9
! r ~ ~ x 197.6
PARKING ~ ; ~ ~ ! - 2400
AREA o p ~ ,P i ~ ,
~ ~ I ~ ! 'I.
x204.8 , r f ' ' ~ ~ ~ ~ i` ~ j' DfSIGN o STALL TR L
/ ' ~ ' ~ I ~ x 203.7 ~ - _ , , ; SUB-SU ACS`"DRAT i' x zoa.e '
x2o4 z E ND I 36 CP r ~ ; , ; ; ~ ` ; UNDER RIQGE BE EE ~ ~
HIS CA N NST C''T ~~%;r,`' ; ~ i i 83+ AND STA 4+40 W~ i' „ 201.0
HEAD ARM ~ f ' ~ i , _ ' _ i , MI OF 5 D AINS 2 ' k i" `tl\
BANK LASS ; ~ ! ! SSE TAIL I 3 RIP- AP 0TH ECTIONS ' ' ' I( ~ ,
2500 i t _ 6 I i } F F TOTAL _ 60L _ F - KING PAR
i _ . _ ~ i ~ JI ~ ,i PARKING AREA
AREA E DETAIL 5 ~ I j I ~ ~ 1~DPE-- SCE 11~ EXIST. S ALE LOCA N~ D2a - x 199.9
x ~ i1AlITH ASS 1 RIP AF' ' 3.8 ' 240 ,

~ I 1 8.3 E - 1 ~ ~ .
a - i . r i ',ti CC x l , ' ' I ~ Et\ CONSTRUCTION 1
r 243.0 I i { , . ~ % ! ~ ti. ENTRANCE -SEE `
DETAIL e
i 1 , ~ b ° 11 ti 1. i~' r D29 ,199.1
o I I I ~ 3.3 195.9' ,
iri
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS GTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE S TED (SEE SPECS.). DESIGNED Guy CAPITAL AREA GREENWAY SYSTEM
m 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / 3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TC
D ~TRUCTED TO EXISTING
GRADES. ° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DRAWN NC RALEIGH NORTH CARO NA u
W W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m
a MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
U J
Z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS H SUBMITTED ELM
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
~ °=50' HAYES SEAY MATTERN & SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS MATTERN,INC. 1 "=50' N0. 7522
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H L;_ RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L~

/ 1 / ~ as~ I (g j~~, .o / ~ ~ \ 3~ ~ 240 240 x ,ss.s
i \ NOTE: ,ss.s
3 MAY NEED TO AC
ADDITIONAL RIGHT-OF-WAY TO FILL IN THE GAPS
BETWEEN GREENWAY '9s'' x
PEP CE IN EXI \ 2~'~ I I I I I I ' ~ / ~ \ CONSTRUCTION ENTR N y ENTRAN LOCATIONS. °
I ( WALE LO TION. 38f ~ ~ LOCATION x,99., 6 (g3
' ~ ~ ~ I ' J.] \ 1959 ~ 1 1 \ \ \ ~ \ ~ 51 °
\ \ ~ x
~ / INSTALL STAN[~'kRq TRAIL ~ / J ~ ° .IL _ - i ~
cj J _ _ DESIGN IN ALL LOCaf,or~s S ~
L \ ~ ~ ~ ~ UNLESS OTHERWISE N07ED ~ ~
zoz \ ~ / \ -SEE DETAILe
~ ARKING \ ~ 0~x N~ ozs / i i ~ AREA q ' , ' ~ ~O CLEAR R O~ BRIS ~as.s , 9g < \
~~~`c.p'~ P ~ I X~ RAI H f~EL \ \ ~ \ r,~ \ ~ ~ ~ / ~ J / EX1 C, / ARKIN \ ~ / ~ ~ WAS , i - - - \
~sj--~ /
E~ ~ ~ .
~ ~'j~ ~ ~ KEY MAP
- g0 \ NO SCALE
~ 0 ~ i f ~
/ _ _ , / O "
~ ~ / eJ
zoo.a / ~ I I I ~
~ ~ J ~ INDEXED 0 I zo~.e' ~ I EXIST /R TRES
~ ~ OR ® EXIST SS MANHOLE x,93
~ ~ TRAIL EDGE
/ ~ PAR N~ P 1 KING19 PARKA G / / ~ . ,9 e „s e EFORE C SING R/ \ x,so.a ~ ~ RIGHT-0 WAY, FIR ~ _ _ _
~Af`~ ~ ~ AREA ~ , ~ ~ / 94. NOTIFY ORFOLK UTHERN TRAIL CENTERLINE
~ ~ sas ~ ~5 j % ~5~1/ ~ n RAIL AD AND TAiN
:206.9 ~ ~ ~ / P ISSION T BEGIN TRAIL SHOULDER x~c
NSTRUCTI .
4 07 I TRAIL ASPHALT
ADJ TRAIL L ATION I CROSSWALK
PAREA G / / iii / FO MH LOCA NS
I -TRAIL PIPING
~ _ ~
x / BOARDWALK .2 I~ _1~..L
~ ONSIR T ROOF 0 R ~ _ yea _ EXIST TOPO
~ ~ ~ ~ TRAIL NDER R/ ESSEL ~ INS LL TRAIL SIGN/ ~
~ / ~ 50' ITHER SID OF J. E ASTON A~THIS I cTl N N PROPOSED TOPO E 0 B STA I
90+15 A TA 95 2.9 I
/ ~ / ~ ~ / L DETAI C BSIN(~- \ ~ \ SEED AI~ X259.7 SPOT ELEV. 2 I
~ oa2 ~ / D2 ~+oo STATIONING
1 kgk• I
~ I I SE .ALL DIS BED ARE W/ ~ \ \ 1 Pc = is+os.~s POINT OF CURVATURE
/ ~ / SEEIDE G L NDCOVE IXTURE ~ ~ \ Pr = ~2+sa.~5 POINT OF TANGENT
/ / ' I 029 ta~.t \
SF-SF SILT FENCE
/ ~ / / ~ ~
is .2
Ary , , I
' ~~/i. I
Q~ I V
~ ~ \ \
~ / 3 \ ~ ~ ~ \ BENCH L T19N~
-SEE IL ~ EXISTIN CHANNEL CATION I 9
~ ~ ST. GREE AY I
C~ ~
G ~ G /'l
I
/ ~ \ ti i' ~ I
~ C 19 I
~ ~ x~ I
~ ~ ~ (2 OLLARDS
{ ' O.C. TYP I
~ ~ \ - SEE DE IL s ( D27 I
~ ~ ~ l \ I
~
(
I EXIST GREENWAY
I
~ ' ~ \ \ ~ I
~ \ ~ I
\ ~ ~ I
I
I
o ~ ~ ~ g \ I
I
NOTES 1 9 18 00 ~ ~ AS PER DW COMME T GsL GwA Q NS
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMWE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10.CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPE 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM
DESIGNED GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXI ;TED TO EXISTING DRAWN NC
RALEIGH, Noel cA~ouNA
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GR4DES.
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED Juul
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED 50' 25' 0 50' 100'
AND FEATURES SHOULD BE FIELD VERIFIED. 1 "=50' SCALE COMM.
HAYES, SEAY, MATTERN & MATTERN INC. ' 1 "=50' N 0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. If JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 sHEET ~g

S5 ~ 1 I s t ~ E
~ ~ t ~ ` y I / 1
i lS ~ S y S
1 '`S 'y ~t i t 'tit `',4 ~ ~
t ~ 1 ~ I
~ ,tt 1 ' ~ ' `t 1 I i
~ 1 t ~ 1 4 ,t ~ , ~ ~ . ~
t ~ ~ ~ l , t
S ~ 3 ~
`S i, ` •i ~ ~
'•S S 'S ~ ~ ,
i `t tt , ~5 J
`iS l ,i ,t •t ,,S S 1
~ •4 It , ~S ft 4 ~1 '1
19 9 t t ; o ~
1
,t 4 1
1t ~~t ` , OTE:
't t t FOR THI SECTION
~ ~ t BOAR ALK USE LY 6"x 6" o o d~ o KEY MAP
'l 4' PIL ®15' MI .DEPTH . ~ NO SCALE
i ' ,t~ • JUST OVE LL HEIGHT - o
t l~t~,`~ 39.38A EE SOILS PORT AN SPECS. NSULT SO
`t ~t l t t ENGIN FOR FIN
1 ~ 2 1 .l REC MENDATIO .
t~~ 'i L 1
7 ~ OR ® EXIST SS MANHOLE
K t 1 1
93.8 t ' I t v INSTALL VATED B RDWALK TRAIL EDGE
,SS ~ ~ DESIGN / RAILIN VER EXIS .
~S~ ~ WETL D BETWE STA 95+ .97 TRAIL CENTERLINE AN STA 116+ .85 - S DETAIL 2 5
S 27 °2' °a' °2' TRAIL SHOULDER
r''~ ~ IST. GRE WAY ~ ~ ~ TRAIL ASPHALT
~ ~ J'I ~
` ` t , ` SAN RY SEWE EASEMENT CROSSWALK
` •~'1 .S 'l
- TRAIL PIPING
f t 1 t 5
/ t~, •t t BOARDWALK EX . GREENW
i _2~~ ~ EXIST TOPO - gee -
1 I~
PROPOSED TOPO
~ ~ \
FIEL RIFY LO TION OF xz59.~ SPOT ELEV.
S TARY SE EASEME EN POSSI E - INST L t2+oa STATIONING
OARDWA SO THAT
~ REMAIN UTSIDE 0 SEWER Pc = ~s+os.ts POINT OF CURVATURE
EASE T.
91.6 • 1 PT = 12+54.15 POINT OF TANGENT
S•.
'S S EXIST. RE~NWAY `,•t •t SF-SF- SILT FENCE
~t•~t•t t
, ,1 1
~ • r ~
~ i S \5 6 S
r x 188.5 I t t',t 1 Sts 'S SS ~t x
S, SS t S t ~
i
I ; 'S ~ ,~t ~S , , t
1 ~ t •5
1l ~l t . i ~ l ~
~ i S ','~'i L~ 1
~'i 1i1 !I
l , 1 ,1 1 ` lii`l ~1 ~ % 188. i , 'I
f~ ~ ~ 11 ~ 1. ~ t~ li't~~~.
1 ' ~ ~ ~ lii~ i i ill i, I
i U i ~ i ~'1 l!{j 'i ~ 1 I ~I ~ll ,I I
1s ~ ~ l 1 ~ ~ ~ i. i i 1 ~ t li ,
t r ~.'II li I I~, ; '
i 1. l j.~i'; ~ ~ , r' 1 ~ I ~ ~4, 1
l i 1 i ~ ~ i .i , , ~ . ~ i jli~il 1 i i I
' ~ I j 1 ~ 1. I I ' t ~ i ~
ti i I 1~ ~ ~ i ~ ~i i j i I
i ~ ~ , ;I I~ ~ , ~ ~ GAZEBO ERLOOK
I ~ I. j SEE SH T D33
i ~ j ~ I I
~ i ~ ~ I i 1 ~ I I~ I I i ii , I~
~ 1 ~ I ' (D k I ~,I~ ~ I I I
a ~ I ~I, i
r ~ ~ U ~ j ~ ~ ~ =i '
r 2~8• A ~ f~l ~ ti 'I z r~' ~ ~ i
LY I ~ i Q \ ° ~ Q I ~I .II,,
i I 2400 J ° 1 o ~ I, i j i i i I
I N r O
C*)
LCJ
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
m BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPECS (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED Gw CAPITAL AREA GREENWAY SYSTEM
D 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXIT TED TO EXISTING
m ° 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES. J , / DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
U J APPROVED JLM
z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED JLM 50' 25' 0 50' 100'
N N 1"=50' HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' 1 "=50' NO. 7522
W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALE{GH, NORTH CAROLINA DATE AUGUST, 1999 SHEET Lg

I 1. i ~ ~ i 0 12.80A
,t i i I i ~Ij~` o
I ~ , I I `i 2 0 '
EENWAY ~ ' ,i ~ ~ ~ } ,
,s I 61 / GA 0 OVERL K ' i.
, 1 - EE SHEET 33 ~
~ I ~I, I~. j
~ o I o ~~ii J Ijli ! I 1•
i ~I
I ~ I 1 , i I•
' f ~ !I: I 1 ii,i ; x ~sos ° ~ '
~;~i . T ~A S
AI L is .a ; j ~ i ? ~ ~ , i AN S L
~ ~ i .8 X i i!;i ~
~ I' ~a ! ~ i I
I'Ei ,
>t ' j i 'I r e. x 1a7.s 1. h~ INSTALL VATED Q ~
' I ~ BOARD LK DESIG /
j ~ I ~i i , lilt I RAILI OVER E WETLA BE EN STA. 5+72.97 D
o° A. 116+56 5
i I ~ ii I , -SEE DE IL 1 4 0 ~ da o 00 KEY MAP
W I '1` i W 02~ 02~ oz~ oz7 ~ ~ NO SCALE
iii i I i'(l ~ ' x isos ,
I , ; i
r` J' 1 ~ f~ i ~ l 1e7s ~ 1`r 1 ~ i j
r,(,~ r 1 r,,r, + i i I j i ~ : r
'I f I ~Iff r ~ l y NO , ` i` ~
f r r ~ i 1 111 f i r~ ~ ~ I J l i r) f i ~ i I i l i '1 ~ - i Fo THIS SEC N of ' ~ OR m EXIST SS MANHOLE
V 1 ~ ~ i I ~ 1 I F ~r ARDWALK SE ONLY x6 ,
1 Ali ~ r x , ~t I~ j l i PILES ®1 MIN. DEP SEE . ~ r TRAIL EDGE
is . ` i I ~ ii'~J' ~ 1 1, ~ , SOILS ORT) - JUST ' - "
~ r E ~ r J OVER L LENGTH 0 E 2' ~ - - - B : ~ TRAIL CENTERLINE
r i 1 ~ 1 1' ! i ~ i J`` I I I MI ABOVE HI WATER
i ~ ;,ii i' ~r i f:'I f i b r~i i i j l i RK. (FIFE VERIFY) ~ "r'y " TRAIL SHOULDER .
i J i i ~ 1 I ~ i rr ~ i ~ I ~ IJ I7 ~ ' TRAIL ASPHALT
' , r i i I ,f li j l i i i i i 1~ t I ~ j? I 1 i
j i i i ~ ~ PPP , f %:t , - ,j'J ; ~ CROSSWALK
' ~~i l l~; i i ~ Jlr' ~ i rl i ~ j ~ i ' ` t
i iii j i , - ~ ~ ~ -TRAIL PIPING ~ / /
I i j I i i i 'i i i ~ , j I ~ ~ !j Jai ~ `r f f f / / ~t
f ~ ~ 1 1 ~ I I f i i iJ i i i l ~ ; za,.z ~ % ; BOARDWALK ,f1, ~
1 I r 1 ~ I, f l i i j I ~ II i t ~ IJi j I I i ~ ~ _ EXIST TOPO
I i ~ , ~ ~ j .I 1 i f. f r r ~ r' '
I i I I ~ i, ~I I l I ~ ! i ~ I I I f ' ' ~ - - ~ ~ PROPOSED TOPO r r
I ~ , 1 1 - ~ I , 1' r r I ~ 1 j ' I I II ~ J f
f I ( ~ I 1 REENWAY % ` f ,r; ~ x25s.~ SPOT ELEV. ;f . ,
I I i I jll jl I ' 1 f 1 ~ ~ ~ I i 1r r~
I ~ i , I i ~ I i' 12+0o STATIONING i
~j ilii I Vii. I1; I i tk , ~ i'rl Pc = 13+os.1s POINT OF CURVATURE 1' ~ ; i
i , i
. I ~ ' ~ 1 S ~ i i I ~ TLA 6~ ~ PT = 12+54.15 POINT OF TANGENT ~i ,
i I i
II, r i I - F- F- S S SILT FENCE / ~ ,
X t .e I I ~ 1 sos 1~ .'fj+. 90.9 fJ,!
~ jl K j I 1s ~ 1 i~
I j ~ 1 ~ ; l
i 1 I s j A ~ ~ / ~
c ~ 1 ~ I ~ Q ° f f
I, I ; , , , 1 7 l I i ~ / j f j f / J ~
ST. GREE AY ~ j i I i 1 l;' ! r,, ' ; , EXIST. EENWAY 0.10
I I = i E 'r'j i 1 1` ; .
'I. ~ ~ !i'~ 11: i I ~ ,i r
i ,11 I I. : ~ ~ I ~ ~i I ~ ,l i ` r 1 '''r 240 ~ %r i~~ ` i ~ fi
I i ~ i `i itll ~ li ~ ~ i11 , 'i l t' ° ; l ~i f ~ ` 629 t ~ jr ~4 ~ f
j ~ ii 1 1 I i ( ~ 1 ~ I ~ ' i I r Jf i J tj ( ( I
I .i ~ 11. i I. I. I ~ 1 j ~ r ! ~ 1
i I I ~ 1 1. I, `'yy i ~ i~ I, ~ I I ~r ~ i ;r ; t r O
' ,i ~ . I ~ ~ ,i ~I I a 187.8 11 , ~ ! .I 1 1 (t r r 1 r
1 1?'I I I i 1 I 1' ~ i I. . ~ , 'ft r t
I,i ; j ~ t ~ i I' i. F Jl I1~ l~i~ ~ I I i II
, l ~ i f , , 1 ~ I f j , ~ ~ . , I i f` ~
~ \ iii , , , i. ~ ' I ,I 'J ~ 'I } ~I ~ Frr f f i l ~ ~ r
,J J1 li 1 1 I ~ i, I ~ ~ J1 i I I 5 11 ti ~ ~1 r r rr ,
i i r,.,1 > > I l ~ 'J .J ,J 1 j r' '"i f rt r ~ r r x J ~ ~ 188.3 ` l r
J, y't l 1 i 1' i `f I l
' ~ , t 1 1 ' ~ I ~1J ~ l I ~ 1 i \ f fr I ` rr j i ~ t~~j r fr
, .J 11 I , , J f 1 l f ~`i~., I I ~ i 1 O `J~ f 1 ~ Jr~f i f ; rr'
` V i tl ~ 1 j I~C !1 j ~ ,i' , 7'9 N lJ r j 1 1 I~ 1
V ~t I ii NO x~es.3 S ~AL`U~ bIS ~ BED
~ N i i c 189.2 , `L_ ~ , _ i I I, ! ' ~ ~ j EA$ DWI ~ PECIFIED
e l ii ; i i ? ~ ~ , a OU,IJDG' ~R MIXTU r'
SEE,' RAIL s 1.
'E t ~ i'~11' I ~ 191.8 x r j i 1. i~~~ ~ Z ,ti 4 ~`~1. 1 ii. t i r'r; ' ; D i F ~
J ` ; o ~ I ~ I l1 _ ~ i i
, ~ , 11 I _ ~ ~ o ~ O ~ t ~4 ~ 1. _ 1 i ~ 1 i i ~ l j t i ' ~
"
m
0 0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. "
" BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. m
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
° 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SPEC' (SEE SPECS.).
m 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED G CAPITAL AREA GREENWAY SYSTEM
3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO EXI TED TO EXISTING
° GRADES. DRAWN NC RALEIGH, NORTH CAROLINA
" 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J W
W CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & m Q MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
z H SUBMITTED JLM
W AND FEATURES SHOULD BE FIELD VERIFIED. N 50' 25' 0 50' 100'
1"=50' HAYES, SEAY, MATTERN & MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. H L FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L10

s~ I~ J,
t 1 c ~ ~Q r I , ,r` fi fr r
i i ~ . Q ; 1', ~ I i i' r , :SEE EET N0. 6 FOR ~ '
INSTALL ~VATED , r ~ i ~ ; Q ; ; , \ I I ~ ~ EN RGEMENT F THIS r' ,
DESIG RAILIN OVER ..I , ~ A m L W a ' 1 f f' ~ EXIS .WETLAND BETWEEN . , , ~~s~'s ' EA FOR E DETAIL ' ,'r
~ i l . I ! ~ ST 95+72.9'7~~ `AND STA ~ ~ ~ i ' x' ! ' I I'~ ~ ~ t } X 188.3 . ' i
tas.z 6+56.85 SEE``DET ~ I w ~ ~ I , i I i i
~ ~ 1 2 4 5 j ~ ~ r,. i `s Q 1, l i t 1 j ~ 1 j ~ ;
D27 D27 D27 D27 ~,,t , II I ' ~ \ s ~ I ~ I~ ii. ~1gi.8 x i i ~ ~ A a
ti ~ ~1 i I i t II r i rT ~ i i ,Ir i ; SI SUPPLIE Y CITY,
~t ~ 5 L i 1, 1 r'f , i . ~ i TALLED
EXIS GREEN`WA ` ~ I , ~ 'r' . ~ i ~ I n I I , t ~ l ~ ~ ~ i ~ ~ / f CONTRACT -SEE
DETAIL 3
~ ~ , NCH LOC ON ~ , o i , i Des
~ -SEE DE IL , l! ~ Q 1 \ 1 ~I~ Il \ \ ~ i ii od~o i.ill ~ o
t , I 1 1 ~ i i ~ ~ o a ~,,1 ; ~ ~ s i, i~ j t END TR L - STA, o
ti i ~ 1 ~ t~ ~ i ~ ~ I ~ ~ i ti ~ l ~ i t , i ~ ~ ~ ~ 116+ .85TIE TR INTO a o ° ~
~ ~ I+ i I ~ jl I t ~ I~ j ` i t 1 ~ t \ 1 I' EXI SIDEWA ~ o0
v v ~ • t~ t J \ vv ~ I x 188.9 ~ + l ~ !i SEE DETA o i 0•
~ ~ _ \ \ ~ 1 ~ c~S~ ~ ~ ~ I I ~ I i g ~ o~° o ~ i .1 ~ '4 o ~ D26 r ' ,
, ~ i N v , t I i r ~ 189.9 x ~ \ 1 ) vti s i ~ - ? ~ t j f ~ 0 l 1 ! , I TRASH EPTACLE
I ~ ~ ~I 1 ~ ` ~ ~ t ( r'? • v 'V I ) j ~ , ! ~ j SUPPL BY CITY KEY MAP
+ % i 1 J ~ 1 I / `1 I \ ~ ; r i ; \ 1; t ` 11 ~ Il I 1 I ~ ~ ~ ' x e8•5 INST LED BY NO SCALE
\ 's ~ i~ ~ % 1 ° ~ \ r . \ \ \ g x 189.0 I x ' . `Z \ 205.3 ~ I I i ~ C TRACTOR SEE ~ ~ I~ ~ I E T. GREEN Y
x I t l ` t 191.1 ~ a j l v. 's / i y ,,r. .ti• t.'~.. i I TAIL 2 ~1 1
' . 7 l i j
J ~ ~ N~
SEED LL DISTU D AR S WITH SP CIFIED
~ ? ; ~ r r , G UNDCOVE MIXTURE
~5.~ i ~ OR EXIST SS MANHOLE s
. , 9 ~ \ r i ~ n ' % ~ D2s / ' TRAI ; LEDGE
. . . r .._._._,.._.w_ ~ ~ } \
` ~ - .FIELD JUST CON . r , • r f x tss., ` LAND G AREA ' IN ALL ELEV D 191x4 TRAIL CENTERLINE
15 r' ~ BO DWALK A LE AS ` i \ / ARDWALK ESIGN W ~aluNG F 19~~cE55 " f TRAIL SHOULDER
~ - EDED FOR ONNECTIO
~ w I ~ ~ , i , RAMP~~- EE DETAI - . - - TRAIL ASPHALT
*ti\l ~ 1 ?il ..v,-._ v y..~ 19 i I ~ i 1 ' 4 5 6. ~ ~ 2 - w
,,f~ . ~ _ i ~ _._.v, . ~ ~ I I , I \ ~ 'i. -{~27 D2 .D27 _ D3 ~ - CROSSWALK
1 , ~
I I \ - TRAIL PIPING
J x 191.1 ~ ~ l
r..~ ' ~ BOARDWALK I
i ~ t \ ~ _ gee _ EXIST TOPO
t ~ i ` ` ~`'v EXIST. NWAY `
PARKING ~S r i ~ _ PROPOSED TOPO
AREA ~ ' ~ ; t r t ' ~ - ~ tai j( i i' . , , ,
- ~ 1' I i j I ~ j! ,1s, • 11 191 XzSg.~ SPOT ELEV.
t ~ x j i r ) ~ t ~I 18 i i ~ t ~ x J~ I 189.3 i2+oo STATIONING
~ l i t~ i 1~~. ~I
i i' ~ I i I PARKING ~ ~ . t~~ ' ; ' 189.6 PC = 13+06.19 POINT OF CURVATURE
~0 - ~ _ 1 ~ i ' I t AREA g v ; r I i i ~ I,
_ , J 197.4 - . i i rr f _ , I , i ~ PT = 12+54.,5 POINT OF TANGENT
r I ~ , I x 197.4 _ ; i ` ~ ~ i i P I ~ ~r
. \ ' ~l ~ J 'L ~ ~ I ~ - t ~ 9 a89.a SF-SF- SILT FENCE ~ 9 5 I - ~c
5 ~ ~
ij i ~ y ~1 _ . _
t i If j - - "
O D4 j N -
~ ` x194.3 x _ ~ 201 ~ 7.4 /2 <<
Q f 20 i j ~ i ~ ~ ~ ~ ~ ` ~
197.6 j it I
8 \ x 3 / i 1 1 ~ - , - - IN XED
i INDEXED _y__..__... ; ~ ~ _ _ ~ 1 1 ,
,~D~1 , ~
28s) ( . BUC TRAIL IST. BUCK
(93 IST 171 x 197.7 1 ,.5 2 5
114 I EXED ~ 2 2 EXED ~ 1714.0 1
INDEXED ON 2095 a0 (0.31 A}
3 ~ 1714.07 (0.31A) r-.
~ ~ 2413 4S
9. x 2413 6454 Q1
(0.67A) 19a ~ ~ (0.30A) 5463
(0.40A) (0.35A) (0.39A) IST. GREENWAY
9A (0.46A) w N ~ 2414 x z12,6 ~ 2413 ~2
) N Co ,•.I co O 5~~ 5~~ ~c9 K 226.9
coo ~ 24.14 ~ 2414 ao N 2414 ~ 9309 l1 6g 4490 ~ ~ 6 ~ 1 k
•14 2414 7389 xtso.4 ~ 6318 6398 (0.30A} 0 2as.6
5338 ~ N 1g ~ ~ ~
1 2413
2095 i 4325 x 225.~j~
~ 189.1 43
x n 4. (0.31A) ~ 2413 0.31 A) ~ ~
79 ~ 5 ~ 3342
6 80 79 Z g0 2413 2413 $5 p
~9 2095 o ~o X zz3.a g
o g0 pd x ts7.7 N 2360 N 30 5 ~
1
Q
0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
m " BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE ATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 3 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED Tf DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
" GRADES. ~TRUCTED TO EXISTING
J " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98, DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
Z Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS H
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED JLM
N LC7 50' 25' 0 50' 100' 1 "=50' HAYES SEAY MATTERN &MATTERN INC. SCALE COMM.
r 7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS cn
J w REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ~ ~ ' 1 "=50' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L11
z

i /r # 6
( tin. \ J. h ~ 4
t~ t ~2 i
~n. j` l 4
i .
f~ i~
' / \ O
j ' ~ t ~ i
{ j r I
0 ' NOTE: _
SEED ALL STURBED
~ , ~ ~ r, AREAS WIT SPECIFIED 4
,,t r GROUNDC VER MIXTURE.
r" J SEE DET L s
~C/ D29 -N-
~ ~ + ~
f~ ~ ~r' i
d~ ~ / r ij ~
ggpy 1~ / Atr ~ / ~ RA!( j 1~.. ~ r i i
a J rr K Y MAP
'`F NO SCALE
' r' r'
- „rJ r
201.71 Q f i
0.8 1 i
200.65 i i
_ i ~ OR ® EXIST SS MANHOLE
_ NOTE:
, , i ~ FOR ADDITIONAL s~' TRAIL EDGE
1 ti 201.7 ,s INFORMATION SEE / i ;
6 ~ ~ DETAIL SHEET D34 , TRAIL CENTERLINE
P ``t ~ ~
~ j'' TRAIL SHOULDER
~ ,ti I , ~ ; ' ~ TRAIL ASPHALT
\ ~ 3 ~
~ C , P 02.23 CROSSWALK
`ten ~ ~ 201.4 ~
-TRAIL PIPING
. ~ 02.
~ ~ ~ ~ BOARDWALK
1.87 - EXIST TOPO
` ~
\ ~ \ 00. ~ i PROPOSED TOPO r
~ B ~ i
w ~ CEI G i ~ ~ ~ X259.7 SPOT ELEV. i
1 i+oo TI STA ONING
8 x18 ~c21 ~k ~ 01.99 \ ~sr STANDARb~~~C{3NE: ,
UNITS OR 20'2.: C r''' / - PC = 13+06.19 POINT OF CURVATURE
PPROVED E UAL _ - \ ~ qpR A Q \ p , pN ~ 2 .6
R O,a C 0 6 ~ ~ ~ PT = 12+54.15 POINT OF TANGENT PROP. MH -
~ ~ ` ~ TOP 197.00
~ ~ ~ (191.80) SF-SF- SILT FENCE ' INV. IN (EXIST.)(190:3`5f)
~ \ I L `i ~ ~ ~ : 2 INV. OUT .~tOf~. 188.00 ~P )
C
~G ~ 205.37
1~. ELEVATION DESIGNATION ~
2p, EXIST. SPOT ELEV. 205.24
S - + PROP. SPOT ELEV. 203.05
C RqA 0 ~ ~4S 2 S ~ ....`..t'lg v Q if
S.3p !1 / U
s~ c ~ ,fie R . ~S or CONC. a ~ ~TRAIL ~ :37•
° 6. rh S ~ pF Q ?S k, Rip R~ ~ OF M/N Fkj A~ N i ~l
Wq q RqA R9P (ON 3 ~ Cp t
(IY ~ o (~M 2 ~ p epr Ns 4 I
~ I
/ , ..n. ti ~ ti cr TRAI< <
4 ~ 8, _ p
~ , , M 8.33'
T W~~ 24. , ~ ,S. ' i. 4g
60 ~l e R 9 f k r,
3 ~ F p .2 ~ ~ ,5\ , ,
W 6 TN S EXIST. 24 CM , S >J XIST. 24 CMP ~
,r 202.11 REPLACE WITH 'EPLACE WITH NEW ~ '
~ TOP OF 24 HDPE PAVM T 4" HDPE
, \ Q ~ ~ ~ , ,f ~
,i ~ ~ ~ r { ~
i ~ PROP. INV. 187.50 G ,n... Q INV. 187.50 \ , f'
~ 3 ~ ; O I 1 l ` li
~ ti V n 199,8
~ I' ~ ~,y Q '
, .,V~., V ~ ~ ~ t
/ ~ \ ` 5 ~ ~
o k o `'4 ~ lu N ~ ~ ~
m
v co
0
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. "
" BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 0
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES MEASURES AS NEEDED IN ALL
AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. m 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
N 11. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DESIGNATED (SEE SPECS.). DRAWN NC RALEIGH NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m Q MATCH PIPING TQ DITCH CENTERLINE.
U J APPROVED JLM
Z 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
W AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED 10' 5' 0 10' 20'
N N 1 "=10' HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ~ ~ ' 1"=10' N0. 7522
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L12

~ 1 i i S t ~ f
1 ~ i ~ ~ j w ,l I r
i i, ,I -n-- : i [ i ;
E ~ ~ , ~a , a.w.._ t
'
° ~ , BEGIN PECIAL TRAIL l ~ , ,t
I ~ , ~ ~ ` DESIGN STA. 72+30
SEE DETAIL
,S . ~ ~
\ ti \ ~ ~ D36~ D36 t Stir V ~ t ~1 1 W
x t ~1
1 l ~ 1 ~ ~ t ~ ~
\ \ ''1 ~ ti t ~.ti
4 ti
i ` S ti. . ~y t 1 1`~ V f , -~v ors: -
S * `~'Q. ` 1, h V~ CERTAIN SEGMENTS OF TRAIL MAY ~
~ ~ ~ i~ ^ ~ ~1 1 f REQUIRE SEGMENTAL RETAINING
i ~ / WALLS ALONG UPHILL SIDE SIDE ~ 'Q ~ ~ ~
Xi 5 \ ~ ~ /
x ~ EXIST. GREENWAY~~ a EXISTING FOR SOIL STABILIZATION AND KEY MAP
. t l~. t e' , CONCRE ~ FLUME RETENTION. REQUIREMENTS MAY 0~ NO SCALE
'j \ ~ , ~l ~ M ~ TO BE REMOVED VARY ALONG TRAIL AND MUST BE
FIELD VERIFIED BY SOILS ENGINEER.
'1`:~ IN ~ ~°r- DRA AGE 1 ~ . 'ti t f AINAGE
~ LEGEND
\
` i1 ,,l i it ~ ~T \ l i
_ ~ ~ 4 ~ EXIST. CO F C FLUME 18! OR m EXIST SS MANHOLE
~ r TO BB~~EMOV `~REMOV ND
~ ~ ~ REPLACED W~TF
~,y O ACED Y~/1TH TRAIL EDGE
o CATCH BASIN ~ i BASIN & Pif'E~ _ TRAIL CENTERLINE
~ ~ - SEE DETAIL PROTECT LARGE AMERICAN ~ 4 ~ETAIL~ B a 5 TRAIL SHOULDER
tit t ~
~ D BEEC. TREE IN~ THIS t ..l tt l` 'n.. .~~~~z. D36 D36 TRAIL ASPHALT
`~t. APPROXIAMATE LpCATION. ``ti ~w ~ , . _ ~ _
~ `TRAIL SHALL BE ACED ON ~ ~ ~ DPE PIPE DPE PIPE 00000~~ CROSSWALK
- ` UPHILL S1~E. ~ ~ ~ ~ _.._._.._m
w. ~ ' EXIST. GREENWAY TRAIL PIPING

t A~ _ ~ BOARDWALK ~
_ _ ~ _ EXIST TOPO
w : _ -
i
i \ _ _ _ i ti~ ~ f -M1~ ~ ~ FILL IN WASH-QUT EXIST. CATCH ~ PROPOSED TOPO
~ ~ ' ~ FROM EXIST. PIPE ' BASIN AND x259 ~ SPOT ELEV.
Z O ~ ~ ~ ' ~ \ ~ WITH ABC CRUSHED -P1PE _ ~z+oo STATIONING

~ ~ STONE FOR BACKFILL.
f ..,r ;Z~~ J ~ ~ ` ~ _ OR SLOPE Pc - ,s+oe.,s POINT OF CURVATURE
~ ti i ~ _ s f` ~ F. `'~~~ti , ' ~ ~~A IZATION USE vr-,z+u.,s POINT OF TANGENT
~ ~ ` ~ ;F~. 1~ ~ _ ~ sXoo C S~~ P-RAP 30" SF-SF- SILT FENCE
~ ~ ~ ._'CT~K. OYES HED .
\ ~ - ~ N~
~ it \ ~.w~w \ . ~ ~ -
1
\ f1 a ! INSTALL RACK ~ t ~
~ _
~ ~ CHEpK DAM., i ,r , ~ -
SEE DETAIL ~ ~ ~ . LASS ` ~
D29 ,
~ s _w
~Tf~AIL___A~ -CIE 6JN ~ \
t` , t ~
\ , s' ~
~ _ ~ _
~ \ 'l
i1 r'' ~ ; F ~ ~f.' \ ~
T. PIPE TO BE ` , ^x~
!F ~ `F F \ EXIST. CON CTED TO ~ ~ ~
EXIST. ~ ~ \ I F/ f 1 i ! ; . GREENWAY PROPO ED CATCH
GREENWAY ,~F' - ; F,- ~ ~ . IN PIPE. ~ ~ ~ ,
~ ~ ~ ~ SE TA 4 5 _
~ ~ r i`~ t ~
r J ` r' <
i ~ ~ i \ \ D36
C ~ ! I ~ r F
E ~ i j i ~ ~ 1
~
z ~ ~ ~ 18" HDPE
i
l~ o ri \ ~ [r ~ i ~ (1.1 i ~ ii i r~ . \
( I ~
m lU
0
" 1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTIQN OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
0 " BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
L 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED SEE SPE 0 (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. 3 DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEEDEf AS NEEDED IN ALL CRABTREE CREEK TRAIL
11. AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. J " 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. DRAWN NC RALEIGH, NORTH CAROLINA
W W
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m a MATCH PIPING TO DITCH CENTERLINE.
APPROVED 20 SCALE ENLARGEMENT
J z a 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL ALL LOCATIONS
H , Zo• ,o• 0 20' 40' SUBMITTED CROWN PONTIAC
AND FEATURES SHOULD BE FIELD VERIFIED. N N ••-zo~
~n HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS J ARCHITECTS - ENGINEERS - PLANNERS ~~=20' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. H FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE gUGUST, isas SHEEP L13

' i ~ ~
- ~ CIYf SWALE AND INSfiALL
CONC. FLUME TO PROP. CATCH
ASIN LOCATIOIy~' ~
~2) PROP. CATCH ,'1~ ~ ~.Y.
BASINS & PIPES
~ SEE DETAIL a 5 i
\ ~ D36 D3&'
/ ' 1
\ ,
~ ,
~ NOTE:
~ , ~ \ N
~ _r , ~ CERTAIN SEGMENTS OF,TRAIL MAY
_ _ " - REQUIRE SEGMENTALPIETAINING ~ Q
~ 'B - ~ WALLS ALONG UPHILL SIDE FOR
I ~ ^ ` \ _ - _ _ SOIL STABIUZ~ON AND ~ ~ KEY MAP
~ - _ RETENTIOI~I<-'REQUIREMENTS MAY NO SCALE
~ ° ~ ~ ~ 18" HDPE PIPE VARY.ALONG TRAIL AND MUST BE a I
~ ~ ~ ~ FIE-~6 VERIFIED BY SOILS ENGINEER. _

_
~ ~ ~ EXIST. GREENWAY ; ~ ' ` LEGEND
~
~ 18i OR m EXIST SS MANHOLE
~ ~ \
_ ~ TRAIL EDGE

~ TRAIL CENTERLINE
~ TRAIL SHOULDER
TRAIL ASPHALT
~ ' - ` - 6ASINS & PIPES ~
~ ~ ~ , SEE DETAIL LINE EXIST. EDGE OF ~ APPR 110'~,LF, F QQQQQ~Q CROSSWALK
~ 1 5 PAVEMENT WITH CLAS$ B RETAIN G WAIL \ ILA TRAIL PIPING
~ D36 RIP-RAP TO FURTH~.R~ BE REQ RED ALCS G~ ~ ~ BOARDWALK
~ PROVENT UNDERCUTTING OF THIS SEC ON 0~
PAVEMENT -ANt~ TO DIRECT TRAIL. SEE DETA}L 3 _ ~ = EXIST TOPO
MATER TO PROP. CATCH D s 2BO PROPOSED TOPO
. _ .
BASIN. APPROX. DISTANCE ` xzs9 ~ SPOT ELEV.
50 LF.
~ ` ~ PROP. CATCH BASIN & PIPE - ~z+oo STATIONING
TURN OR FIELD ADJUST PROP. Pc-,a+oa.ie POINT OF CURVATURE
~ ~ \ CONC. THROAT TO FIT EXIST. (
- SITUATION. ~ ` Pr-,z+s..~s POINT OF TANGENT
~ ~ ~ \ 8~x 'SEE DETAIL ~ SF-SF- SILT FENCE
, ~ - ~ D36 D36 p
~ ~
\ ,
~ , , i
, ~ ~ \ ~ ~ ~ _ ~ i
- ~ o
\ ~ ~ ~ ~ . N ; . ~ \ '
_ ~
~ ,
j
c~ \
~ ~ HDPE PI
~ ~ HDPE PIPE
~ \
~
' ~C~ l__ EXIST. GREENWAY
+ o
ro
~t~ r
_ U > M
~ a 6~
~ - ~ ~
~ ~ ~ 4
~ ~ ~
_
E ~ ~ a ~ ~ M
~ _ _ x
_
~ ~ , o ~ \
i ~ ~ O
NOTES
1. CONTR4CTOR TO VERIFY ACTUAL WEfIAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
o BOARDWALK. WEfIAND LOCATION WILL DETERMME BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
70. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SP ED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASURES AS NEED 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. i 1. AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. S AS NEEDED IN ALL CRABTREE CREEK TRAIL
DRAWN NC RALEIGH, NORfH CAROLINA
5. LOCATION OF PIPING POR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED 20 SCALE ENLARGEMENT
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. zo• ,o~ 0 20' 40' SUBMITTED CROWN PONTIAC
°_2~•
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS HAYES, SEAY, MATTERN & MATTERN~INC. SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT.
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS ~'=20~ N0. 7522 RALEIGH, NORTH CAROLINA DATE gUGUST, 1999 SHEEP L14

r i I ~ ~ r ~ ~ r i ~ ~ r' ~ ~h ~ ~ ~'1 i
~l ~ r i ~r r `y ~ ~ ~ ~ ~
f f f 1 f , f i' i ' ,r i`
f' ~ E' ADD SILT ENCE t f r r ; ~ ~ `
r AS NEE D TYP. ' ? ~ ~ t ~ , 1 J'.
f' ;
r ~
f f l f f` f ~ ~ % ff
U ITY 1,, f ! 1 ; AL U ITY TATION ,
r i STA 83+ STA 83+14.23 = _..,r
' 192.35 ri k, r ~ STA 80+ ' k STA 80+59.58
1f84.12~ I r
~ -
1~7. fr _ _.v_.._ ~ l
. ff 1 24" HDPE PLACE IN EXIST. SWALE
r LOCATION -
~+t ~ j k 199.87 FIELD ADJUST INV.
' p ~ o - ~ . /
o r r' / i
k 19s.o~ ~ i - P f KEY MA
. ~ 184.20 NO SCALE
k. j 19,4.61 ' Q j PROTECT II~.LET'WITH CLASS B .i'C~ j RIP-f3AP '
I ~ ~ ~ ~ FF . ~
f ~ k', ~(.i ~5 J
~ 197:4 196 2~"' E~~ i ~ ~ ~ E/ 195.70 ' _
' ~ / i .
' ~ 1 . 8 f ~ I x I ' ~ 1 .95 k i8 ~ f. k1 4' l
' ~ t i' 1 t 2~, t ~ ~ ~ k 199.02 r- ~ OR m EXIST SS MANHOLE 2 f,. f`
l 1 j f TRAIL EDGE
~ g i ,r (198.40 '
k 184.1 ~ ~ ~ k 19 F k. ` TRAIL CENTERLINE .'199.92 r
h i EXIST. CI
' R/W MONUMENT i ~ ,i i ` ~ TRAIL SHOULDER ,i o1.00
' TO BE PROTEC ~ 4.55 ' TRAIL ASPHALT
;x 9 7a ,<< ,l FIELD 1 4.7 , F~ Jj
` 1 9.60 0 VERIFY NV. ; i 195.26 F`~ ryf CROSSWALK f/ r'
rr
~ l 1 ) ~ f' ~ i 199.94 -TRAIL PIPING
29 , i i i rl " r 19`9.94 PROP. YI TOP 196.00 GRATE) BOARDWALK
f r f' I ~ ' r~ INV. AS PER PIPE
i ~ ~ ~ r' ~b ;k ; k 2-19 , 01.04 _ ~ _ EXIST TOPO
~i f i X,
PROPOSED TOPO
f Q~ r ~ 0 i
j ti 19! i 199.90 X25g.~ SPOT ELEV.
~ ;
r' ~~2+0o STATIONIN G
f k 200.8 - Pc - ~s+os.~s POINT OF CURVATURE
f, f, r'.
Pr = 12+5a.~e POINT OF TANGENT ~r
~ s
ALL EXIST. LAR TEES ; ; SF-SF- SILT FENCE SIGN SUPPLIED BY CITY,
ARE TO BE PR T~CTED TYP ~ ` ~ ) ~ INSTALLED BY CONTRACTOR
f` ' F i - SEE DETAIL 4 /
~ / f f I ~ f/ f 1 D28
E 0 BE EXIST. THE r' ,
' REMOVED ~ RAMP MAX RAMP MAX. SLOPE 8.33 - 'J
f' ~ SEE DETAII SEE DETAIL i
I' J~ I LANDING f I ! ~ I ~I ~ ~ 2 EXST. SPOT ELEV. 188.84 ~ 2 4 5 e ~ ~ PROP. SPOT ELEV. 201.80`f
l j \ ' t ' 201.40 ~ ( ) os~ D2 j ~ / D27 D27 027 027 D32 ~ ,
J ~
z ~ ~ i i r ~ ~ l
r / i
' I t i
TRASH RECEPTACLE ' ~ ~ ~ t j SUPPLIED BY CITY, ,
' ` ' INSTALLED BY /i
TR- k 194.4
p , CONTRAC 0 ' SEE DETAIL i ~ f 2 r: 1. MAKE RAMPS 5 WIDE.
~ ~ f D28 ~ ~ , ; lj; /
r ~ i i ~ ; , 2. SAVE ALL 5 TREES.
f r ~ f'
~ i•` ~ i ~ ~ I ~
f i i ~ ( r ` t ~ 3. MAKE RAMP ~ LESS THAN 8.33% WITH MIN. 5' WIDE i~~ i' ,
I ~ ~ j 1 i' ~ I//^^ I I ;r` LANDINGS.
V/ i f r , ~ r'
1 t~ ' ` , ' 4. USE 20 f SECTIONS BETWEEN LANDINGS.
1 i r~ r , ,i
p f ,i; S. ADD STEPS FOR TRAIL DIRECTIONAL CHANGE. ;
~ ~ Ij
~ ~ ~ i` LARGE EXIST. TREE TO E r Q f ~ f r BE PROTECTED i
s ~ ' P I i / ;
z ,I 1~' ' I , i r' ,
/I 1 I~ ; ` f , 3 1~~ 1 ~ r' i i
~ 1 I f ~ I ' ! i i i t J i
N ' m
N
N .-y
TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF g, ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. " 1. CONTRACTOR
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 0
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. a REVISION DATE DESCRIPTION BY APP
= 10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHE i iEN DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. / DESIGNED cup CAPITAL AREA GREENWAY SYSTEM
3 11. CONTRACTOR SHALL PROVIDE SILT FENCING AND EROSION CONTROL MEASUR ZOL MEASURES AS NEEDED IN ALL
AREAS OR AS DIRECTED BY THE EROSION CONTROL INSPECTOR. " 4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. J DRAWN JWA RALEIGH, NORTH CAROLINA
W
W 5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
m Q MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
J Z Q 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
H r SUBMITTED JLM 10' 5' 0 1 D' 20'
AND FEATURES SHOULD BE FIELD VERIFIED. N N 1"=10' HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
~n ' ' ' 1 "=10' N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
J W REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. N u FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET L15

1 ~
~ J ,
~ ~ ~ NOTE•
~1. MA CON TRUCTION ENTRANCE
\ \ ~ , , ~ ~ WETLANDS T BE LOC TED AT YONKERS
\ I ~ OAD. CON RACTOR SHALL BE
Q • RESPONSIBL FOR ALL DAMAGE
~ l TO RALEIGH BLVD. AND WETLAND
1 + 91.56 / SITE.
~
EXIS . GR ENWAY ~ .
1` 1 \ 191.8 ++790.80 ~ / ~LL~ /
PROPOSED SIGN SUPPLIED BY CITY,
/ ~ INSTALLED BY KEY MAP
CONTRACTOR -SEE NO SCALE
DETAIL
11,1' / 3 D28
~ ~
~ OR ® EXIST SS MANHOLE
1 1 1 / - ----~/ice/ice 11 ~ 204. 6
TRAIL EDGE
TRAIL CENTERLINE
\ \ CONCRETE LANDIN \ z ;~19 ~9jS - , ~ / / ~ TRAIL SHOULDER ~ FIE ADJUST
~ NC. LANDING TRAIL ASPHALT
\ \ /g~ ~ 4' X204.50) 20 9 AREA &
BENCH LOCATI / ) O BOARDWALK ANGLE CROSSWALK
\ \ \ -SEE DETAI e 1 I / / / AS NEEDED FOR 04 44
D2e I S~ 1$• 1 6 NJ ~ CONNECTION TRAIL PIPING
C9 SEE DETAI s CQw , , ~ ~ BOARDWALK ,r D26
\ I I ;N \ ~ LA 135' o LANDING 4 ` ~ END TRAIL - - 2ta - EXIST TOPO
TIE TRAIL INTO
\ \ NOTE: I 1 \ ADJd~ST EXIST. SIDEWALK PROPOSED TOPO 90 STA. 116+56.85
SEED ALL DISTURBEDI 1 ~ ANGL~ 204.80
204.80 X259. SPOT ELEV.
his+oo STATIONING
\ SEEU EDCOVERPMD(NRE 1 \ s ' p
\ \ \ \ D29 ' I ` M \ 204.9 Pc = ~s+os.~s POINT OF CURVATURE
\ \ ' I RAMPS ~ 2 4.79 PROPOSED RASH PT ° 12+sa.15 POINT OF TANGENT
RECEPT LE SUPPLIED
BY CI INSTALLED BY ' SF-SF- SILT FENCE CO ACTOR -SEE j
\ MATCH CO P~ XANDROU{JD I I / D AIL I
\ \ ELEV ON. I / / \ F LD ADJ ST CONC. Lp NDIN6 205. 4 Y 2 J
3 Des
AREA & OARDWALK ANGLE N gp° ti ~0' W
AS NEED D FOR CON~CTION / / a
\ ~ \ \ TYP. S~ DETAIL ~ ~ ~ .g / c~
D26 ? , ELEVATION DESIGNATION
k EXIST. SPOT ELEV. 205.24
I W
PROP. SPOT ELEV. 203.05
EXIST. G NWAY ~ \ \ ~ I '0 O S I / INSTALL ELEVATEQ RAMP I J
Q 05.5
1 \ \ \ RAAI~N SA WITHESLOPLW/ lp• I '
\ ~ TRAtdSI~N -SEE DE S I ~ p 0 205.
7 D27 027 D32 ' ~ Q ~ \
O
~ I Z Z
~ ~ ~ w X W
~ ~ ~ ~ - ~ I ~ I ~
I
- I ~
~ 1 I I I ~ I ~ ~ ~ ~
NOTES
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX.
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED ( 3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. REVISION DATE DESCRIPTION BY APP
:SIGNATED (SEE SPECS.). DESIGNED cup CAPITAL AREA GREENWAY SYSTEM
DRAWN NC RALEIGH, NORTH CAROLINA
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98.
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JlM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNiI' GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED. 10' 5' 0 10' 20'
1 "=10' HAYES SEAY MATTERN &MATTERN INC. SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=10' NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L16

x200.95 ~ TRAIL TRANSITION -
~~'EE DETAIL 7
c D27 x 2 .03 ,
02.8 , ~ C A L I B R E
q ~ 1 T , 198.
F F CHASE
c x APARTM ENTS 20 20 ~
F x ~L x198.05 h xo 201, 0
'I . 197.56
7 201.06 ~x~, j x
x189.59 1 x , 0, 48 ~ S~ ~ ~ x
_ ~ ~'~~03.
~ x 1 1 .50 x1 22 ELEV.
~ 99. ~ ®19 5 BOARDWALK
0 ' ~ 0
o ' i~ o x ~ • x~ S' 197.64
19 `,20 .91
~lj
0•
189.9
' 18 7 x' 18 . 7
' `1 48
`:x ~0 201.2
203:x.9 Pt No: 496
Pt Name: /N 2 CLASS `fix v
lev: 202.50 E 0 RIP-RAP
- aesc: ABT : ~ ~
7 ~ ~ N`th: 752987.60575 x202. S x. 0 THK. ~ `t N o: 4~~. 7 ~ w : ~
~ Est: 2109538.12910 ~i ~ ~ x ~~lame: X . i 187.60 ,5
KIWANIS PARK ° ~ /ti Lat:, 2 4 33.3107 X2o2.15,. EI : ~~,198.5 ~
- 0.63 Long:'' 67°42 51.4082 r 0.63 Des '`ABT ~ ~
Grid Nth: 752987.60575 e the 53057. 436 2 .38
o` ~ . Grid Est: 2109538.12910 0 20 . / t: 2 9613.4 795
x ' Grou abt 201.84 ~ 20 4 ~ ~
P ~ 202.30 - 20 ~ ~ ~ , > 20' 30' 30 ~ La : 2°4 4.0076 r~ x Lon -6 °42 50. 48
20 10 0 ~ ~
1 =20 x Grid the 3:057.8 436 ~ Q
200.88 Grid E 21 9613.42 ~~~5 2.
i x201.58 Gr t ~ ou p. 210.10 x~ 20 1
x MH
r.. , : i ' 4 I I I . 4 4..;...
4 ~ ~ ~ ;.E , ~ ~ ~ 4_ 4 . ~ i 1 1 ~i~ i i i i ' ~ G I i ~.._.i i~ i ~ ~ ~ ± I i'' i r I r r I ;...i 4.4 ~ r~ 4 r P° t I I „ _ .J , J J ~ ~ _ , , ; . r i... , i _I. r :
! + r- 3 F' ~ 1 I 1. I I I f 1 1 , - i..,,.-J,.. , I , I i L I ,v I I I I I I i.
L ..i... j...l... . .,._a. ~ .i,l ..w L., ~ :i... ~ °.1 ;..i .t..l. ~w.G ' I I I ~ i - - r P j I I....:. _ r I ~ ~ { , -.L- r ~ L...- . _ . ~ r I I -1,. ~
100 YR FLOOD 215 i I I 215 II I , I 4..;. i i : , ,....E , { .4 i 4
PLAIN - 214.70 , I ' ~ Y , : 1 i k ~ ~ ~ ~ i '~1 ~ ~ ~..r ~ - ,i._. , ~ ~ i..._; r.. _ ~ . ~ L.F.. --t-.,_. .I ~ ' I> 1 ~ ' 1 ..r I~ i , f,' ~ _ ' _ r; I ~ f i~ I I; r: i r I I ~I~ 1 I f -E I ,
- ~ r ~ ~ F r ~ F ~ J ~ t ..G.. 50 YR FLOOD t ; a. _ _
~ . PLAIN = 212.20 Y.. a i.._ ~ ~ . t I_; , . . ' k ; E i { r ~ ~ 1 h { t. i ~ _ a E.... } I : I t : - - . ; I. . . I. i --.1-.4 ~ :.-r-.i .,,._~...t.:. t w I ' ..I, I I d . I I , i I .I , I I: i, I r I I I I I 1 I . l I I '~...r.. L S.-... r_ 4_ t. -i r r-~, - -.-r..
I I I I i , . _ : : 1 - I .I i : I . I ~ , I ~ I I i ;
1 i ~ ~ I ~ 210 ~ ~ ' ~ ~ ! - ~ --4- ~ ' E i 4-- C . : I I ; I_ r ~ _ I - j ~ ~ 210 ~ I v I 1 . ~ r 1 .r.-. 1. - - -G- -t 1 _ r Y ' - ' t - I I r
10 YR FLOOD ~ ~ ~ t ~ ~ I . N , IN = 209.00 -ry r I .,J..
LEGEND PLA , ; . I i is : h.
EXST. SPOT ELEV. 202.79 , _ ~ ' 1,~ i r.
PROP. SPOT ELEV. (202.79} a ' i- ' ~ ~r . ~ ; - , ~ - ~ ' . r , ~ ~ . ~ ~....NO- 498 ~ ~ r° i i i i 1. . I..;-_ ,i.. _ L l y ! .,...i... _ i ~ I, 205
20 }..v.. ' ..I - _ _ -a_ ' . _ i -r n . ! 4 i { . y----.r y I-- r a r ~_,t. . ' I 1 T I I j I I I i , r.,:........ "'111 ;.T~ L_~. ~1::
{ ' I I : i , a . -r-* i } ~ I ~ ~ -r } ~ i ~-r FAA, ~9 ~ : 1 i ~ ~ i ~ ' : m i I I : a h-+ I ~ I r~ I r r 1 r I r . I - I _ _ ~ S 1 ...,4. .,...T E : : r,, J a. .f..v - I 4. a... ~
r 1 i~ r i ~ I . t .1..,. I I I - I i I ' i I ~ S..(1 I l :P~Q I ~ r 1 r _i.. r-~ i
4. ~ ~ . _ ..a.a_ ~ . I . i { ti r 9' ' ~j i; ~ ~ }f ~ 1 .l..,i s a1 ~ ~ 4 4., - ~ I i i4 i ' - r~ _ ,
, k. ~ I I Q 3 1 r,, ~ + 1 J.. ~ I ' _L .._l. i....... .r..,., _,r..J , : I ...t., . r.T. ~ r,. r ° -t-~-1' I I
i . i 200 ~ _ f ! .s... ~ ' - . f. ~f _ ` ; .....~_I.... ~..i.- 1..4.,j _ 200 ~ . 1. - _ . , I : I r I { ~ L 1
I ....i . _ , . _r.. . - i I I °f ' I Ii, t t I ~I ' - I' ~ I t ~ j, r ~ ~ ~ I _
f i f i I, ..1. .r I I i ~ i..
~i I i o. .G { ~ ~ i ,1g ~ -T .-L. _ 1 .i.~-.. 't. t_. ry_. i-:'-1_~~,. ....i L-...{1. ~ _ L..'... - r 4 i ~ I uu r 1. ^ ' _ - - i.
1 ~ ~ l t t I - , I ' .i. I I II I I I: I I C I I I i - i 3 I I 1 I I I I, ~ i 7! I 'I ~ 1 I I I~ I i T, I . , '1--. I ; I ; I I
195 " : i ~ _ . - r I ' ; I : I ...a_ ..I.... ,_...,I~'. . ..I _ I - ~ _..J... ~ I 195
.t r-~- ~ ~ I I -'11~ is ~ ~ ~ ~ f VV 1.., ~ I - . > ~-O~ , ~ z I , ~ t Y' I , I i' j ( s - : . _ ~ . _ - 1' -t" r - r . r -
i _ i . I ~ t v..1. , i ~ : - l 1. . r r r I r : i r r~; -r I , ~ {.....I i . .r.;, t : }
: I { n-~ , ..I- : i I e{ 1 I I~ i J 4 _ . I : I I i . I j,.
K r r.... t r ..r,. _TT Ii.~."I k _ 4 1 i-I ~1i.7 ~ ~ I + , ~ ~I
1... 190 ' i _ I II _J.. . . 4 . _'.,,...,._l k ' , . L ....F.. , . ...E . ..i' . t;. ....i.. I 7...,,...i. : : : r ' : II , I I I I 190 I ! I r r r . .k.... ~ . J _.~_v F I : ' 7 .i I : I I : I ; ~ f I I ~ : I. : I ; r i , ..1.. -~I f , - ~ ? . t 'w-- - a
~ r~-r r i ~ .t 9 ~ I ~..i I, i i I i f/.~' J._: w 'V~~ . ~ -i ...:...r.. ...h--.-r v-.._w.A-_--d _A.,..,._ 'y..,~.`.r....y_ _ :...1 I."" .v.. . : : I ~ : : y - - -
i r+: ~h ~ ~ _ I : I ~ ~ , L 4.. . 7 ~ ~ I i f I A. ~ 4 .''....4 M 1 L I , ~ ~ i i j ~ i i . , ' 'T Y . a 1 : , ~ I ~ , I 1 I ~ I 1 ~ I i I i I . r,... t ..M F.. I _ F_,.. 3 1 1 I I .r_ {..y i 4. i i I ~ ~ I N I i j : i ~ j i I "i. I,. a... ..t i j .t. w. } : :
i i ~ ~ i i i : 7 , i : ._......i. .I ,i. i.... 1. I,r i.. 1_~_ ..,..I .;-.r ( ! ,i. „Ir I - a.,. - I i i , i_ . . _ , , I: _ ` 1 ; r I I I ~ . t . I r I ' I I j I t
~ 1 . r a r t -t- d- { r 1 ~ t t -i i ~ I I : . y I ' I r t { ' i ! 1 " . , i , j .1.«.....;. 4. } _.1.. ,I . .,--r.. r j _ ~ . i ..q_.i _ ~ . - I . i, I _.i t i 1.
_r..A. ,.1 y._. i~ i i 1~ i 185 I ~ : I Y I I 1 - : ~ 1 r r { ~ ! - - r i I -i. i ..4 .1 ,.,h- _.5.. _ i : I ,Ii I I 185
i. C' .1... _I ~ W....,..1 L. ~ _ i --I } ~ y ...1. h 4 t a i t ` ~ i ~ ..I. + I ~ 1. -i : ~ j 1 : i _ .r I I I I I I, T I ; ~ 1 I ....J.. I L.. I :.4 . _.r I 1. 4 r._~... o-.. : - -
~ . 1... , . r a-.~... Y' .i- ~ J 1 l . L , ..:...a... ~ . ~ . j . a. . r : - .t t -r' - I ~ "-j -1_•-+_{- - .I_M.... 1, ~ i_.t.. I i I C ~ , ~ l i I ~ I ~ ~ I i t ~ i I ~ 1" t„ , i ~ t r ~ I r ~ I v, , 1..., I I , I ~ I I I I
I h r i , I v..l. i 1 }.w ~ ~ ~ i 1 ~ : ~ i I I 1 ~ I I ~ ~ t t i ,T i-, rt ~_E ` - r ....,r _ 1 I i F , r ''..1_..,.,_. ..t,
.J... { _f f k , ~ ~ . i l , . ~ , _ ~ , ~ ~ u.; ~ ~ r i -r-~ ! ~ ~~~_.1.. ~a._ i.. T ~ r y I I I I I Y I i I--- ? ~ { ~ I I I I 1 I- I I, ~ j I ..r... I. I ...L_ .JI , ...r... I i I : : a..... , I, , : - _s. L.... ~ _i.. 1. _ J . l U
rw.., - . i _ ~ i _ . 1. r.. . r ~ _ _ . 'i- ~ ~ -t..~ _i 4 ~ - r ---t- ~ i P i o I C r ~ ~ ~ { --~-r 180 fir? ; ° ? I ~ I I I ' ~ I ± . ...:..YI -,~I 1--~-~- ..,I„ ,t._: r i .r. , a - - i... , i.... I I _ .r , , i ! I 180
95 85 75 65 55 45 35 25 15 5 5 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
90 80 70 60 50 40 30 20 10 ' 100 10 20 30 40 50 60 70 80 90 ~ 00 10 20 30 40 50
0 0
i~~..
NOTE: S,, 1 r
THE ABOVE DRAWING AND PROFILE DEPICTS ®a ,.4 , V , REVISION DATE
THE CROSSING LOCATED NEAR KIWANIS PARK. `.~'~~z~W'' ~ DESCRIPTION s BY APP
~ DESIGNED c~A CAPITAL AREA GREENWAY SYSTEM
e <-rti.
o~~ A,~ DRAWN RNC
¢e ,~u RALEIGH, NORTH CAROLINA p ~ 'C
~°C1~~~u+~` CHECKED GLA
Il
VERTICAL SCALE = 1 " = 5' APPROVED XXX
HORIZONTAL SCALE = 1" = 10' SUBMITTED XXX PROFILE 198
HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
AS SHOWN ARCHITECTS -ENGINEERS - P N0. 7522
_ CANNERS FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C17

0 0~
x0' 0
~ CLiaS ~ IP:~ A CLAS }r Y i
Q ~ , ~IP`~ AP 30
~;H~C. IN': I
' 'u 2 3
x . Z Z Pt No: 499 195.2 ,I `I Pt Nam
o ~ ~ ~ x
x ~ 99 ~ ~ ' Elev: 19 .55 Pt No: 498
~ x201.08 I 0 . M Desc: abt Pt Name:
~ ~ Nt 7 h. 5271 .61556 Elev: 198.75
~ X00 Z Z Est: 211002.8423. Desc: abt
198.89 ~ ~ ~ . Lat: 2°4 30.647 Nth: 752694.24550
. 1 ~ r 11^^ LL1 ° PAR~CING ~ z ' Lon : -67 42 46. 642. Est. 2110085.95595 - g „
200.8 ~1 6.47 x 196.0 19 . 19 . ~ Grid Nth: 752719, 1556 , Lat: 2°4 30.3947 AREA
~ x200.04 4 Q Grid Est: 2110029.3 423~`~~ Lon -67°42'46.0063" ~ 9
_ 19. 19, • Grou abt Grid Nth: 752694:24550
'9 ~ 19 . x ~ ' P . 1 Grid Est: 2110085.95595 x ,
~ 208.1 ~ t'~ Grou abt P
~ EXIST. RETAINI~ 199,8, 1
F WALLS 18 . ~ ~ 200.36 9. PA 18 . VEMENT 8x x 200.4 t
x ~ 91. G 1. 0 9.55 ~
x 194.39 ~ 9'` 1 l '1 0.16
~j- , ~ ~ x ~ 197.59 i x 1 0.1 192. i2 9 x ~ 10 28 ~ 9.53 ~ ,
199.86 x 190 28 99.3 99.3 207.93 ~ 197.0 i
1'g6.58 90.70 ~ ..t x x ~ ~ :
~ ~~197.79 190.8 00.62 Q AL SMIT BUICK 8 190.13 `
194.9 190.1 x 20 .07
19 .29 1f; x2p0. ).29 190. `
9 190.65 .99
S ' 190.68 8 PT ~
x ' ~ ~ x191.15 ~ '
x I x 2 1'~, 6 192.4;:
~ ~ 190.65 i 201 8 '
E) EXIS~`.~~ RETAIN~~ING .
C.~ `i W. i WALLS i
Q' 20' 10' 0 20' 40' ~ 01.61
„ ~ ~ ~ 1 =20 ~ x
200.83 x
o _ ~ ' ~ 2 1.3 I
_ Q1 v I
x
_ ~ r . v.. , - h,..,.. p t 16.... . i ~ ~ : I i : ~ ' r-
i a { . t i I,.,_ . _.i. °
I I ~I i ~ ~ 1 ~ ~ i..,. r ~ F ....,,a [ f ~ I ~ I i.. I ~ f f ~ _f ...1 . - f
100 YR FLOOD 215 i ' 215
PLAIN = 214.40 ~ - ; . _1 ~ ~ ~ ~ 1 t I . _ ~ f r ~ I ~ 1... l... a... ~
w. , III - ~ . : !i p ~ _ ~ I K ~ ~ ~ ~_.°i ~r t j ~ I°
..6 .....a. ~ a ~ ~ l t i r a . . a I r...-. . .,I ,..i . ..r. 1 Y..„.
YR FLOOD ~ .w..._ ~ , ~ ~ , _ 1 50 i I : I i ..y.. .i .1_,. I _ ~_..,1
PLAIN = 211.00 ~ _a ....m. _ - . . ~ , . , ~ e ~ A 7 210 ; I I . n... ~ . ~ , 210
. _ s. ~ F OOD 1 ~ ' 0 I
LEG D - _ - - _ _ - PLAIN = 208.70 ~ ~ ~ - - b i ( ~ i ~ i _ 1 1 i ~ _ y . +
EXST. SPOT ELEV. 196.47 . ~ ~ - ~ - - _ r ~ ~ , _ d , . - _ _ I J i i , ~ , ; i ; f,........ ~ I ~ ~ I ~ 1 f
PR P. ~ k j ~ ~ 1 ~ 1 ~ r 0 SPOT ELEV. 200.35 ~ ' } °-1 ~ r r ` i 1, - r 1 r r! °~I , - '~1 i , r l..... i.. , ~ , r { , - ~ _ .i.... ...i._ ~ ~ F..
' ' ~ i ~ I , j._.. . ! I s_~ ~ ~ ~ 205
t ± 1 ' ~ _a - j ~ J r ~ , i. _'4. 7..
f~ r ~ r rf ~ .s. ~ ~ ~ ~ s.4 - , ~ ~ tC : ~ ,
~ i - - - j- - I - 1- .a.. . . ~ ~ . ~ r , 4 _ _ ' '
1 °r--- - _ : ..................i _ , , ~ r I 7 , + - ~ - i r . .
~;i: i ~ ~ ~ i; 200 K... ' ~ . G , _ . a ' ~ E. l i ~ > 1 f _ . r 1
r..1 .v C Y ~ ~ > - -1 - ..y , ~ f : : I { w J. _ 200 - 1 f I i
l.''.. - .a ~ r.. i I Y r a 1 ! ~ r F ~ ~y7..~ 1 i , , ' ~ J ~ : j ..i. . .x L............a.....:.. i.. I t t ..L t r r, r r.r . l i ~ i - i - I
i it ' C ~ _ I w ~ f~C~P. ~ I _ ~ . , i i ' , t
-I i - _ - . ..p.... ....1. r_... ~ tr.;.. a 1 .i ~tEV 7
~ t ~ - _----t. y-- . , t : r
195 t ~ f r ..1... i. E.w _ . . . _ i . M 195 i ~ ~ r r ~ ~ r ~ r I . ,I . ~ .b. , i - . ~ . _ t - - G i . i ~ - - ~ ~ I E r i ~ i ~ ~ p ~ r.._ ~ : : ~ ..f i' r t.. : I
1 ~ ...1....:.. ...,l.....,... ...,.,,....:..f...,. ~ I 4 ~ , ~ ~ ....~.,.....i.'~.. ~ ~ I ~ ( E I x . I _ , ~ C is ~ { °r-^i i
I I .r..,.. ~ i ~ ~ ' } I - I ~ I J L ,._i _ . _ , I. .
` C ~ ~ ~ 1 1 ..1 ...1 a . 1. { 1 ( r t t ~ ~ , ~ i I" j r I ~ l ~ . ~ r _ . _ ~ 's _ . _ , , . ,.~.I._. a.;.. t... I ~ ~ i ~ 1 _ ~ ....4. - ~ { ~ ~ s . ~ i ~ s- ~ , ~ . , I r , t r I l... i_ . . ~ ~ . ~ ~ : I : ~ . ~ ~ . _ . j F x E.4 ~ . I
T ~ I 1. ~ j { _ , ~ , ~ . i ~ ~ ~ p-. _ ,...i ~ f - b ~ _.I_ ~ ~ E P o ~ ~ , a , 'I a r:
190 ~ ~ 1..... ~ , j . - . . i ~ . _ v_., . I. , a~. F i , ..E , ~ - - , = ...T . _j- ~ I ~ I ~ I m. 111 I i I I ! I 190 ~ I i I e k-.. K r.. _ ~ _ a ; ~ t . _..l. ~
r._F..~ .1.~._ a a M.. ,.......~._I,;; w,.4 ~ L....w.. _r..K....' w , d. ,~O x.;31. _L.~ ~ , _ e j i ~ i ~ jj . e.._.... v,...:.. . . t r. ~ ~ I i . ~ . _ a. . , 1. n ~
i i ~ r.. a. i f r ! f i ~ . i ( ~ , , I I ~ ~ p. 7 {
r i ~ 4. i. _ ~ ~ t ~ + s ~ IV~ (\Al- I f ! i _ i I- ~ - : j 4 .........w..._ v., I . . _ . ~
~ ~ ~ t t ~ E 3 - k~. ; , ~ j 1.. i 1---~ i ~ 1 . , i...._ 1 _ t ~ F--; r ~ 1..... I } .1.,. ~ ~ + ~ ' ~ ~ ~:~t~ 1....~. I _ i. ~ u. ,
185 , ~ ` , .r . - ~ a...... ' ~ r ~ ~ ~ . LJ. / ' r ~ ~ . . , _ ~ _ ~ .w I ~ _ 185 . . r , ~ I ~ I ~ , ~ r ~ I ~ ~
I ~ [ E w W ~ _ j r Y ...r F
~ r ~ . , ,I i
~ ~ ~ , t... 1.-...._ . ~..j.. .I, i_ ~ ~ ~_.G ~ ~ " { - F. - ' ~ ~ ' ~ , ~ ~ . ~r, ~ ~ , - I .i . I i . ~ I ~ i
I i _1 '_.._I. ~ t ~ I i _e:: + ~ ~ _ a_ ~ ,r ~ ~ I _ _ I -
180 95 85 75 65 55 45 35 25 15 5 5 180 5 15 25 35 45 55 65 75 85 95 ~ 5 15 ~ 25 35 45
~ o® 90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90 1 10 20 30 40 50
0 0
NOTE:
THE ABOVE DRAWING AND PROFILE DEPICTS .°~e~~,
THE CROSSING LOCATED AT BIG BRANCH CREEK. REVISION DATE DESCRIPTION BY APP
CAPITAL AREA GREENWAY TEM N DESIGNED GV~ SYS
DRAWN RNC RALEIGH, NORTH CAROLINA
CHECKED GLA
VERTICAL SCALE = 1" = 5' APPROVED XXX
7- U~
HORIZONTAL SCALE = 1 = 10 SUBMITTED XXX PROFILE 193
HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
' AS SHOWN N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C18

_
4 ~ I
2 .8 ~ 15 H ~ ~ ~ 1.34 n ,i' 15 HDPE

PLACE IN
x EXIST. x EXIST. LOW
189.65 ~ AREA 198.34 AREA
I
'I AL SMITH BUICK
i i P ASS IRIP-RAP
x ~ DI A r. PATORS
198.17 x ~ ~~1• j o ~ ~ f 9 )9
~ p Pv ~X X x 19 ~ 10 W x15 LG.x24 THK. x197.58 h
J I a . _ ' V~ I~'
~ x1 k' ~i x1 y PARKING x
Jp o pp .6
_ ~"~1 .090,. v ~1 .09 ~ x Q
X x 98.96 , ~ 22
..x _ 1 1
9'::.46 Q
Q X.. 19
_ _ -199,,47 ~ x 1 4
99.05 , 7.89
~ F F 6` PE N~. , _ . . _ R x
C ~ , . , ~ i g 197.25
. ~ 'S t , r - _ 98.22 ,
_ x 19 5 P AVEM EN T
, ~ x 99,00
~ , I 1 9.66
i 200,02 pk ~ 1 ~
~ - l I ' ! 3 G k 'L x O
t r r i I J x P 199.69 ~
i 200.20
20' 10' 0 20' 40' x 2.Q1~40 1 . 8
ROCK CHE
'~~.,r 201.58 20 32
r .y x x DAM SEE
DETAIL

, w. u.. ~ , r . . I I I I : ~ ~ I I ,..4 i... 4.., . i i : ' ~ I' I ' i I ! ! i i a
J........... I _ , , I ' ~ I , , ~ t ~ I i i ~ I ~ --I- ~ ~ I I I rt , r ; 4 , , 4 ....4 e..v..4..:. , , i , e- , 1 ...,,.r r , J r., . ^ _ - _ .d 1. J( t I r - - : i i I 1 1
~ ~ F , t..,..._ , P~ I v.. I , J a I I ....F r w . E .w__ I r r I i ~ ~ i I j 1 ~ f 1.,.', t. r- ~ r 4 F, 4 LI 1 : Y r ! ! - , i >
100 YR FLOOD 215 I - : : r I I ' 215 i ' i i I I I
s..N... i ~ , ...w_ . L . r .j... r t_.,... r i 1 ...1.., ..y .F..1- r M ...t.. PLAIN = 214.40 ' ~ ' is ~ ' ,...1 4.. - _.i ~i
i ~ _i .F a ..p 1 t ;-rr P r_~-_ , ' i L.,, i t 3..i._~ ~ - t.~ .i-...~ .i. f ,..I. ' i ~ I I i ~ , I I 1 I ~ _ i. I r f , Y r .i . y. s_L.. f t.:..:. r I: r r , 1 ( I I ~ I I I I
i ' ~ ~ I I I L, F. f , ~ I C f -r I , C 1 I r..~. t I , - . a .H ..m, . i 'Y ~....7' i : ~ I ~ ~ I ~ ~ ~ '
' - w... i. 50 YR FLOOD I I ~ ~ ~ , ~ ~ I ~ ~ r , . ' ; PLAIN - 211.00 t , ,--,r_..a- . r , _ 1 I: i i i i f ' 1 I ~ - - i i I
2 0 ~ ~ ~ I _I 1 ' ' I ~ I ~ I I i ~ : 7 ; - - III ~ I I I I 1 I I I I i - I . - r " - :_a... 210
10 YR FLOOD ~ ~ , I~ 1 _
LEGEND . ......r . fi.. - - ~ ; _ ~ _ , r, PLAIN = 208.70 ~ f ~ t_` ! ~ I ; , ~ I _ F , i } . 4-. ...i_- I I i f.
EXST. SPOT ELEV. 201.32 ' ~ I I I t ' ! I H r ~ ' I ~ i..... ' .i.. ' I a _ i , I 1 _ i. 4.w.t t 1 .-..I-.4 _ ~ . 1 I F o I -r- r r - -1-- - -.4.._. i - - -L" - t - I - F F: i L I ' I
PROP. SPOT ELEV. 198.50 t.~ ~ .i ,.._,._r ~..J,.n, ; _F. _ , : I t. - e. ? t. _ ~ ...v.... . ...F. r. ; t . I r . , s 4 , i i . 4 .i { . r. , ~ r ~ ~ ~ . i f ~ , { j h I . - F ' ....~,._I ...r..v ' .1...:..1..........4..;....., ~ - - N ~ , i ,..J...i, r ~..d ' ...i. .F ~ , ~ E..,: l.. 4 : -r.- . ..t. : i- 1
05 I ~ 1 ~ t 1 ~ ~ r I t: I 2 I , I ~ ~ ~I r ~ ~ i , I I I f I C i I I I! I 1 I r - I I I ~ i ' i 3 . . I -.1 r 4 f" ~ I j i i i I I I I « i I ~ 1 ..J ~ I I I I a. _r~._l.. ~ G.« .,a. _ 205
I 1 I , _ ~ ~ ~ ~ i ' Y I r . y. 1 ~ ..c. . r F T ~ ~ 1 ~ ~ ~ ~ C I ? ~ I ~ ~ ~ ' ' ' ~ i ~ I I : . I 1 - i._ i m i .r..~. ' ' I ( I I f I I I ~ i ~ I I I i I F t r" i ...i. c ~ i p r i - .
C 'I ~..a . ,F ~ ~ ...u.J l . ! ,,.t... . l . ~ ; I ~ ;...t-° r . 3 ~ l_ ..I ,,_r.; 1 . , T ~ _ ~ ~ : r .r. r.. . s I , - i I 1 I ( i ~ `L. C.- r ..,i . I r ~ I 1 1~ i " ; f I I~ i «..1..;. l 4 t. i _Y.~ .F.- - t" ':I i i ~ 1I i i
I t I i I ' , I I I ~ r . s.. 4.....;.. 1 r-.-. I I I .I I I
~ Fi I 1 i _ ~ ~ _2~.0 Q s ; ~ 1 ~ j 1 F I I r ; ~ I t F { I -r 1 ~ ~ 1 ° t - 4 , 1.; , , i _l { a i I i I . ~ I I i 1 1
- i. J. - ~ - - _ _ ..~z-.r- -~-._.r- } J ~ .i r ~ d ..~i~ I I 7 I I IVI 200 , „ ~ I;' I I i i r:
; t 1 " i . , . --I r . I I ~ 200 f Y i ~ i I ~ A 4 I I 1 r..;. i .,,..1 i I I I _a : I ! i I 1 Y 4 ........4 ~ I L..,_ « ~ h I t ;
I . ~ , i r :--'i i r i t ~ ; '."p' _ i ( t T r I i -t 1 : I ice..,. ~ I I , i , . . . r I ,
. , i I . t I ~ h I ~ I { {
4 i I r ~ ~ F 4.5.-- ...p. { j 1 i F 1 ~ l
r ...1... i ~ 1 195 ~ ~ I ~ ~ I i i i I I I I i I i ~
, ~ 1 ' ~ ~ I T , _ I . _«-__Y. 195 _ V I I ~ i~,~ ~ I ~ fi-~- . i. 4.. . i. _ l ,
r a a I . ; . ~ _4_ar, ~ I , '4 . I . ~ .t . l ...r w t ° +_i I ..d. . 4. ~ ~ ~kt.... r , s { ' ! I t , , I ~ - r t r ~ . I ' I ~ ~ r i rl I j . : f - _r. ,
' ..t f a C , . f 4 " ..1 a s r- + ~ C ' -F d F i E P d F ~ ~ I li I i l i ~1 11 ~ II' I IIt ~ !1 I Y a. ;-r.. -r I ~ _ 1.... G.; t r: 1 ~ ~ ~ i ~ ~ , ~ r_ I
r E i F.. . r .'r p 1...._F , - r , r . _..p , , ..1 L. ~..q... . a ~ ' _ w { ~ F a t ~ } _~.....f- t ~ ' I t t I `"T i r..,~... , r . 3 r , . , ~ f f - E ~ , ~ -3 .w_ ~ ~ . G f._ 1 f 1 r ~ } Y: Y....... r-Y i } a.
~ . ' ~ r ' ~ 1...~,_. , . _ . 190 I_._ ' . I ~ r . . . 11 i. ; - ; _ i~, II~ ~ ~ DTI ~i I ~ ~ 190
; 4...., F ~ ~ ~ f_, ..i..,.. . } i_ .._.u.. , f.~ i --.p_. L Y .-a c. ' J . ~ I I I..i , i -i-.... .I ' ; j._.,.. , 1 ~ti;..i a -'',.°h ! r . . r. .t C r~...i I ~.a ._r .I.-:. ~ _ ' I ~y,_., _.~..i.{_ I ~ r I i t .A r ..F.. ' t ~ i - 1 _ ~ i r E 1 ~ I t Y I f ! N 4 ~ I ~Y 1 r _ _4 . t Y I I ~ } ~ ~ _~.a l I I ~ r. « ~ h' y I , , « ~ ~
1 ~ I ~ , , r. ~ ' ~ ~ .l... _ . v } i ~ t r f i r 1 ~ °f~ ` - E ~ . I 1. .4. ; ..r.. I ~
'a `'i i ~ 1~~ Y ~ i ~ r~, t i ; r~ I~~,-- ~F j I !.~.....r . l.a...~~.. r. , r ~ t , ~ _ ~ ~ { ~ , I 1 ~ , I ~ ° I. i ~ I } ~ - - --f-~ F
J . l` - - . , V r.M : I__' ° ~ . 4_ t , 1 i 1. I ~ . 6. a ~ 1 1.. t ~ ~ E~.-~. _ E ~ w ! : :7 - r ...a..~..1.,_ _ ._,a- F ~ : r - r~ --4 t :
.y I i ~ i , i 185 ' i I I i i { ~ f . ; . ~ I ' , ..4... V" _ 1 ~ f , . _.f~ : - ..Y~ I_.4.... _ . I I ti . i I I i,: I I { ; 1 ^i-
i ~..,_a I ~ ...rt. k.,_ , k..«..i. - I i 185 I r _ I i ~ JY . r v....., p
' i ; r ..;...t -h ~ F s. .i F F 1 ~ - r ~ 1 ~ ~ ~ r P ~ 1 t' Y r i I . :..1... t . J. G .._t. E , ~ r. } ~ ~.~_..F._. f k ~ t ~ ~ _.F. I _ .Y , , . , ~ _ . _ . - -.a._. I r.. I I I it ~;I I #i ,lo- I i I:1 f r I h ~
I ~ t t 1 i I I
r i I ~ I' , ~ 4 , , t , ~ f C ~ ~ ' d + ~ r 1 ~ . I I ~ , I ~ ~ l j.. ~ ~ f. = I j ~ _~..a t ! F... ~ ..I_. G.. ~ i. ~ : J t h p t ~ ~ ~ ~ ~ , a r , J a , , { , ~ ~~-t I i ~ r I ~ Y .4 .r. ' i ~ I i r I I I , ! _._4e __r4 ~.4 r,; o -r , ~ - I : I ~ 1 I ~ r - .r. _ t ~ _ _ 1 , ~ i
a I~ ..i E.., ; 1, k..t. t r I 1 ridr ~ . W. , i . --°i-; r :--rt-°- t ;--1- r ; ° , 1.. tr r ~ ~ ~ I ~ r .I- . I ~ -i, I i i w; ~I E _4 ~ ~ I n.. ~ ~-Y-w t.., i I j: r- r Y 4 - k- I !
180 ~ ~ 1 ~ ' 95 85 75 65 55 45 180 45 55 65 75 85 95 5 15 25 35 45
z ~ 90 80 70 60 50 40 30 20 10 10 10 20 30 40 50 60 70 80 90 1®~ 10 20 30 40 50
0 0 0 N
0 0
m
NOTE: 0
a THE ABOVE DRAWING AND PROFILE DEPICTS
THE CROSSING LOCATED NEAR AL SMITH BUICK REVISION DATE DESCRIPTION BY APP
° REAR PARKING AREA.
m 3 DESIGNED GLA CAPITAL AREA GREENAY SYSTEM
ti U DRAWN JSM RALEIGH NORTH CAROLINA
W W
H CHECKED GLA
m a
v W VERTICAL SCALE = 1 " = 5' APPROVED JLM
a z H HORIZONTAL SCALE = 1 " = 10' SUBMITTED JLM
W PROFILE 188
c~ N tf7
n i HAYES, SEAY, MATTERN & MATTERN INC. SCALE co~M. ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS
H W i FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C19

1, x 208 2
f ~ k 1936 x 1 ~ i ,
I x , PC = 16+48.43 ~.t 193.6 ~ 2 STEPS ~
5' CONCRETE ~ 2 EXIST. DBE; BOX PARKING
. ~ IDEWALK S j AL SMITH ~ UICK ~ ~ CULVERT 4 T. AREA F ~~1 ~ x 1~5 wD.
i ~ ~ ~ 4 x208.6 r i;
40 i ~ r ~ ~
j ~+p0 ~ r~...,~~ ~ i
II 1 ` ~ NC. ~ ~l l
A ` SECTION i ~V i ,
+ + b E DETAIL tv rn 197,397.3 g ~ If
0D ~ D26 J C~ `~...<..l ~ t.
J ti v Z8~p i` x 200.27 ~ ~ PARKING q ~ ~ x 200.05
V -N
:A -A r W ~ b o ~ ~ ~ ~ AREA ~ :
_ cn ~ ~ 196.84 196.84 ~ ~ i`
_ ~ ~ V II ~ i ~ ~ , i ;
~ 199.53 _ _ _ ..._.x ~ ~ ~ • w
~ rn _ ~ v` --x :91 f ~ . , x,•194,•95 V + : i~ 1
~ ~ _ 1 1~ 190 ~ 0+00 ~ ~ 2 3.50
x 197: ~ ,5.26 x 197: • x `o _ - 206. x x ~ - ~ 21
o y 198.9 ~r~~ ~ ~ 00 8.5 1 7 ~
'a,, , ~.y 1-~ ~ W 1 ~ , ~ i ~
~ ~ i 99.5' ~ 87. x 'r3•~9, 199.62x ~ rv
C ~ ~ 197.8, R 197.8 ~ _ , , ,l x198.40;-_` + ~ 1
A , r R ~ e ~ . E ~ X198 x, 't ~ ~ x ,1 ~8 3 gg t ~
e _ R E ' •o • x195.63 19&.37;' ~ N ' o
k ~ ~ ~ 5.1 • ,
20 yw_ 19 . ~ _ ~ ~ ' . ,
1 "=20'
w. ~
~

i'^.... .4 ....:.....f . .,a-- -:....;....a_ .........ry....b.. , _ ,.e. ,
.y ..d.... .i. .i....d.. ..1.....;,.. . ..i.. ---P w. - , r , : , ;
, , r ...y. . r r _.,A _ - - , . _ ..,a_ : s _ , ~ I . ; ~ . , ....-..a.. 1 - : , , .e.. ,
.00 - = 18 2 PLA IN _q. ........:.....b. : ....e.. .......n.. ..d-. . ...e_ - E 1 '.n... A.. . q f t e , ...a... r i... , r , _e.. - C I I + ~ ~ _ ..e.. ..1.. s i q... ~ ~ . : , - I-.....r.,... + q q ~ ~..1.. 1 , + , ~ ..L. r ~..L.~.
.-W-- 4 : : - . .......a i.... ..a... ..p ..a.. ..a.. ...v.... ..o. : I ~ ~ + F .i.... e. ! ~ . , , I ~ I I , 2 .......q...._ n. , ~ ~ ~ ~ ~ , -
, 215 ~ ~ ~ ~ ~ ~ ~ ~ ~ - , ; . ,.I.... . . _ ..e.. , . r., _ , , , , , : _ - • _
100 ...4...:.... YR FLOOD _...a. --=----w-...;.....q.- : : . .;.....4.. . --4... _ - j , . _ i I .,a., _ . W. . ~ _rr. , _ - . . _...e.- : _
1 ,8 .i....... 23 ` PLA IN ` ..~....q. , ; : : i ; , _ _ _ : .d... i ..i-.. . : , e - e i ~ ~ ,1...., ,...,.-F : ~ - - ~ - ..a,.--}-- - . .................4.. . ----.4.. - 4 t f I ..a .a_.. ,....t.... ...4.....;......a-. i ..t.~ . , I..... ..e., e, - ..t.. E J. .e.. { -e-. i i
..1.. ,....q-. i .a.. ..L . i i i ........q.. ~ ~ , . ..1.~ ....e.. ..s.....o-- 4 ...........n.. ..:.-...a.. : ..e„.,.....e.. ; S , ~ i ..e.... .....e... : , ~ i i , 3 , t ' i [ i i i . .e....... _ . E ~ i ~ -
; 50 YR FLOOD _ - - ..a.........a.. r - , : I a I , , -,a.. ..4,- . .e-- • , 210 , ,
PLAIN = 211.00 210 . . , - a. .7....,e _b...;_.... _ _..._~.....e.. . .F..a. r ~ i.. : - _ ~ ~ -1 E . ~ i :
_e...n.... ~ 4 . - : : : : r . : _ .b. ..,......r » . r.. ' . ..r - .A. ...r... r.. ~ ..q- ..q.. ..d-. - ' .e.. i . ..,.....a-. v ..d.. i . - - . ..e. , I ..d- .w- r.. ,.q , i ~ ~
: ..i.. ro ...a.. ..s-. , i i ~ : ;i I i i i , : t. .e . . - .e..
: ~ _ 10 YR FLOOD 1 ~i b....i.... ...q-....~.. ..a.. s.. ~i ..w- y. ~ , ..b.. ..e.. ..l ..d, . ~ - , i ~ : ..a ..:................w.. : _ ~n , , s.. -i-- ~ 'L_ , 4 ..o.. ti. : : i ~ - a_ ..2... .r...L..-. - - ..b- _ ~ : :
- . PLAIN - 207.0 - ........q.. ;.....a..:.,... r : " 4.. . 4.. a....;...... i ..A.. , ,.a.. ..~,,...a. ..a.. - 5 , : 2 0 , , ,
; - _ _ , ..q.. . -t... 205 - - E . ,,...a.. _ ..y. _ ' . .....4. . _ ~ i r ..e. ; -r ..a. , .r.....:. _ . I - I, , _ ....L.. , . : ..n.
....a....;....... . .:.....e.. - - r~.. ..ry... .-i-.. ..q....:.....q...._ ..q....,.....q : ..4.. ..4.. ...i - ..3....,-.. i i ' i : : ~ ..n a. e.. ...f .y., ..b.. ..r.. . .n„ . , .,r ..s . . Y.. .,.F ..i. .........4., ...y a , ..a., ,.1.., ...I : I ~ I , i ,
: ~ i ~ i , : : i , , , , , , , , I i , , , 4 , .i - .4.. ..o..l : { , .6 ~ , --r ..o.. „ ~ I, : , i : J YYY SSSS
..;-....k.. . .v ,.....4. 4.. < ~ ...4. ..a_. .i.. - ,.....s., .,»......sr.. ' : ~ i - , - < : .....i ~ t i , ~ ~ , , ..~.-...r.. i . : i ' , " 1 ~ 11 . ,
: i ~ : ' - v - ..q_ . , , , , ; ~I a , , , 200
F ?/1~~~~RJ t, LEGEND i ~ ~ , I i. : i E _ .r. I= - 2 : I ~ ..s.. , .1. I' , , -
200 , ...4.. - - e 4... ~ . 8 - _ - - - V. 197.3 - ' ~ EXST. SPOT ELE i r ~ . ~ . d-. ..T. ' .w. , ' I .o. i .r.~ r n . Y I- , i , 1
PROP. SPOT ELEV. (188,50} _o.. a . E : : _ ..d. I ~--I--s I j.. . , ~ ~ r
.a. _ _r.. _ . f ...^...-q_ _r. : . , : : - ' ..5.. .4.. w. - rT , - _ . . . , . , + t -t. ...f. .,..,.~.,_a .a - .k.. t . _e.. a,. . . : ~ ~ , ,
....a.. , : _ ' _4- ~ - ~ _i._ ,.a.. ; - e ,....b - ,-e- i - - - , • _ ~ . , I : 95 , , , , : _
: _ 195 ~ - _ e e..... _e - _ ~ -------e-- , e. ..1,.....~ _ a , - w.. . :
i ...n......_... --...a...r. ..x... . ..i... .e... . : : - .-S.. ,.5......p.. . n._ ...a-- ..n. ..A ..a : i ..y.. ..q. ......---q ........L.- .y.... r'. i i i ? - ' ..w- ..s.. i i - . ..b.. .r , ' -u.. r : ! i i a I _ .........a.. ..ti....4 - ..t.... . ---....,,..4. !4 . _ . .1,. W..._ .,G..; , _ , .e. ~ - - - 3 i
..i- ..i.. ..a.. 1 - 0 : : i n .,.4.. „ , o
i - ~ i .q • i _ 1 i.. ..4 1 q .d- - ~ : : - : v { , , . : ..a_. , , , . Y ~ ~ - I° ~--I-- , - , . : , , , . : : , - ~ : : i . i r- ,
: : : u_ ..Q.....d-. 'i - - ; ~ i. ~ i __I - . _a.:.., . .."t - - i ..y.. ....r ..d.. I i i ...6....~.-.. t - ~ , . : j1 i i-- .......i.. --e. ~ 190 : 1 : : ,
..i.. ..q......-- ....-r.... - , „a.. ~ , : i i --7 -"t - y e.. .,p.. , .f... . ....a_ ~ - -5 , ! y_ . ..I., „J..,
190 ~ - - ~ : : ' i i : : : .g.. _ ; _ _ .a r .d-- ..d. „i.. ..v'.. - r ~ i - , - : I t t : ..d.. ,.,1.. , ~ ; ....e... , s.. - , - ~ ' r • . - , ~ a a - -a-- - ~ --4-
- ..o.. ....e.. .a : ..i... ~ - - : i , i _ : i i 'r ..n....;- ..A~-. : - . ..q : - .i.....d. ...i-. . I . ...,...d.. -o-. , ' s r.~ 4-- --I°~- - . , a , , ~ a , .,.I-. , ..I.. . ,
_a_ - , I , .r - -1. I r ...a.. ~ _ 4, a. ~ , .....e.. r. i~ : .m ~ ..v 4 ~ _ - .
a ..a . a-- . .:....a.....a...;... _ _ "-a- 4-- _..q.. ; : 1.. . ...a....4.. ; ..4....~...... _a....4. . i..v. I ...1... , f , .n. . _ ...a.. { , , , 5 . ,.d.. ..i,. n b . ~ .,l,.. ..a.. ..p ~ ..o.. ..L. . 1 ~ ~ i c : : : : 85 : , :
~ - : ~ 1 : ; ....~.....e....... --,s.. . - t ~ _ a..~ _ t • E- ,7
' ......d... ....b . 185 _ : , - -.-....b. ...;.....m...; ....t.. . ......d-- - - : ..p....,... .r.. ...i.....e-. . : ~ ...w.....; . . ..3. .{.-..r. .e , , I . F - --C - _.I_ - :
: : -.a.. .......o.. ..:.....a.. ~ i .....a... i i i , : i - i ; i i i i j e- ' : r , I i , , ' : I --R....,.....e.. .
r 4 d p , ~ ..A. ..A-. ..q.. . i i ...e.....o.. ..-w .d ..s- ..a... ..a ~ . i ~ i - - - - . A , a.. . i , r --.,,.R.. ~ ..4..~.. ,,.a.. . ,.,_.._4--~ e_ _ rw. ...4_ . _ , ,
~ : ..4..~.. ..a.. ..i.....q_ t ...e. . . ..a - ,i t : , , ~ .,q., ...;_.I. ..a.. : - ,....e., , 1 ~ I , 180
. i ~ '....i..........;....;... 1... a "i ..4.. ;.....4„ 35 45 55 65 75 85 95 5 15
5 35 180 5 5 95 85 75 65 55 4 25 1 50 40 30 35 25 15 5 5 15 25 10 10 20 30 40 50 60 70 80 90 ~ pp 10 20 30 20
20 10 90 80 70 60 30 100
0
1' 1' 3'-3"
VARIES
' 32' MIN. E ~ NOTE:
r0 2 ' L 20 18" CROSSING LOCATED THE ABOVE DRAWING AND PROFILE DEPICTS THE
U TRAIL (199.0) NEAR THE INTERSECTION OF CREEKSIDE DRIVE AND WAKE FOREST ROAD,
rr n ~ 10 18 THICK RIP-RAP #4 "J" RE-BAR 12"
o SLOPE CLASS 1 0 4" O.C. 63"x24" 2 I
0 N -•II•- " 3
GEOTEXTILE
FABRIC ti ti SOILti SOILti #4 RE-BAR
30 1, 30" THICK RIP-RAP EXIST. CONC. 193.5± 10" O.C.-E.W.
,r A 30 THICK RIP-RAP APRON CLASS 1 APRON
° RIP-RAP APRON CLASS 2 REVISION DATE DESCRIPTION BY APP
~A1 ' 2' 10' 10-- 1 ' 24 ` ~ GREENWAY SYSTEM
10 2 (3) 84 CMP . ; CAPITAL AREA 2 DESIGNED GLA
ABC ~ 4 STONE BACKFILL 2 CONC. 1 1
APRON TYP. 3 DRAWN JSM RALEIGH NORTH CAROLINA ,
(188.5) CONC. ELEV. 1" " 30
6" 188.0 PIPE INVERT 30" U ( ) CHECKED GLA PROFIT F SCAT E
W n ` 0 30 ,
30" , m 1 GEOTEXTILE ' ALE = 1" = 5' JLM • - VERTICAL SC APPROVED
~ FILL BOTTOM OF (12 )#57 yJ ' XTILE „ FABRIC D STONE 1 GEOTE
CULVERT W/ 6 WASHE FABRIC HORIZONTAL SCALE = 1" = 10' SUBMITTED ELM PROFILE 184
z FILTER FABRIC OF CONC. BASE H
HAYES SEAY MATTERN & MATTERN,INC. SCALE COMM. ' , AS SHOWN NO. 7522
N CROSS-SECTION THRU CULVERT N ti ARCHITECTS -ENGINEERS -PLANNERS
U7 W N -NOT RELEASED FOR CONSTRUCTION FINAL DESIG DATE SHEET RALEIGH, NORTH CAROLINA U UST 1999 C20 AG
J t-+
lL

oo. 4
201.05
x
20
I R 0 _
N
~ S 4 CMP p o AMP W
~ x ~0 R
ii / q. D
y `t 01.1 x 2;2 V ~ ~ C ~ /v 2:2
` ~ ~ ~ ~ '4 r PARKING E
S E AREA M
iX - F I T N . ,
z~ -
01. ~ 94.-0 x2 2.8. x 203.78 X ,
,,x198.41.,... .......201.29. ,
.9 201
3 1 8. 3 38.
x 19851 26 ' INSTALL PROP. 4 HIGH
x.__ 99: c 99. ~ FENCE ALONG THIS SECTION 'x 8
8.6~ ,q .1 ~ .1 ~ ~ OF TRAIL SEE DETAIL
T t ] ~ ~ , I :203._. ~ 0 . X 5
20 10 0 20 40 ~ 96,.4 96.45 , 02.94 D32
1 "=20' x 203.
c , ~ 'x x : 204.09
F F k ~~0.63.
203.5 2>~
oo X X o~.sa
.
: . I
i ~ ' ~ ~ ~ r y. Y1.. i
- -a_ - ~ ~ - .w . _rv ~ 9 ~ i.~ ~ a - t _ : C ~
soo vn ~.ooo PLMN ~ 217.90 w_y_ ~ ~ - r T,I. . i. i _ r_ ....w s .r .a. I' .F. ~a
~ - ~ a r r _r. _.._-r-.i ~ , I L. ..Y. w ~ t 1 I - ..w . ~ _ i :
..w 215 ~ ~ _ - - ~ r_.. 4 - ~ - r , a w w 4 I ~ t ~ ~ - _ ..,_-I-. _ y_. t ~ i i I - '-r ~ - . Y i
i I D r.-.~.. _ _ . -1_ ~ ~ A k . . i 7 ~ b .w „~.N_ ' - - _ ~
.tw - ~ 100 1R Fl.000 -r-,' _ . - , _ . ...u.. _ . _.t,.. PIACJ 213.50 -r-t~ ~ --r'- ~ I ' ~i I . 4 ~ - - ' v
I ~ . .r . ~ ~ , . y _ ~ F . + , ._r ~ a r,_ ~ ..k __r.. K- - ~ : - v.. ~ v , , . I : i, . ~ I - I - I
. 1_ . . r 50 YR FLOOD ~ i ~ . H..:.. N .p. r -r r ~ i : - I : r.i...... i. I I - ~-r a r. . _v - i i _ ~ 7 ..c . .v. ~ .i. w-.. ...4 r ~ t ' I
F1AIN ~ 211.00 i _ w ; . ~ A , r r r r - ! ~ t .y _.;......_y.. ~ ~ _ . i i ' r_ _ ' ~ . _ i, ~ I I ~ . , , g~-I- - - ~ . i y_... .
210 _ ~ r m ;'I I I _i. : i . ~ r . ~ , . :r r " _N ._w ~ i . i , m_ - . ; i I
i..' r.: .u. y ~.1.. .i' ~ .L-.w.. ..e.. .t-. z... r . r t ~ ~ i ..i .A.._ a r -r a ~ - r. F n w ..~._r r . , _ . : : ~ ~ - 4 r ~ i' I : I :
~ ~ i 10 YR FLOOD Nt I i . ' ..r
F'WN~207.D0 ' ~ ' _1, ~ r; i 4 ~ r. 1 . 1. ....I i l , y. , r y. r .I... . C i- _ _r.}_ _
, e . ; . ~ ~ ~ ~ 1 G'aol' ~ . y-
205 ` . , . o_. LEGEND 9 w~ .w . ' a r- .t : ~ _ r,_
w_. 1 4_.a r , ~ ; ~ ~ _ a a-~-- TELEV. 200.6 ~ ~ -._r , , _ r. EXST. SPO - - ~ ' : : : i . j
,..w_ PROP. SPOT ELEV, 198.00) . ~ r , ; ' ~1 4 - , r . , . ~ . _....r 2 dot a.. 1... ~ . _ _r . ~.M . . ~L y
. , ._i., ~.w t . b „i d p.J ' o... ~ I 1. , + _ _L,.. . . < < w - _ r
_ t w.{ ~ r v -r i - ~ r ~ i. , I ; 1 I ; ~ : : , i t I I i. s_.... ~ ' i ~ ~ i ~ I k ~ I i ~ ~ l t' ,..j I 1~~} _ ;
i. 1 r t r. r... - t 4 ~ F .+'i f 200 , Y ~ ~l ~ _l. „.k.. i r-. ~ N 1~# i ~ , t i . I Rf . . . ~ 4 x~-x ~4~ , REDS ~ ` .
, v . M C,.~.~ r ,_E... , , i _ ~ .
_ I ~ ' F ~ - a 1 ~ I ..a.. ' . , I 1~
..i r ,.-,-.b. + i F l . , , i.. a_, . _u._ ' ~ F ~ - ~ _ o r c I. r P 1~ 1~JflS ' 4
l.... r 1 4,; - . b ~ r{ ' i ~ ~ .J , , I.
19 „ n . 7; 5 ~ , ..._r ~ . , Y F i . , r ~ I I ~ - F-1 7 ~ : : _ j a ~.._w _ ~ r I. ' _ r I _ . i .r. , , I . , . _ ° x
a v . i . , E~TE +LE ~ - _w_. : r-
~ . ; ; . r L.. i,. t ..r -.i.. i .i 1... u.......+. t t r4-. ~ . t I ~ i .r . r ~ . .t,. . l I 1' L ' ~ I
' , . a i r r .'i.,.''r., , . i r . ' F 't 4 1 .,v..'' r
, D 9, ~.1.. ~N '..4 , ~ r... , . .r.., ~ -
190 ! ~ ~ _ r . r . . ...n. I ,..r 5 f. I ~ i , .v , . a...~...n....A . ..........r t r . ~ : : i
> r . ~ w.... . , _t..... , t ~ ~ j„~ t j~1r~ }}fir . ~I I .r. ....r... i. ~ i i i :
_ _ .,L... i i,- ~ 1 i ' L, ...,.r n. ..~I . I ,Y...1. 1 t , . i. I.~... n i ..i.
- , . 1 N ~ r 7 , . i , : r .,.4 . . . .r...i I,. a „ ..ti . i I i i ''r~. r I r . ,r t. n. i ' ~ i r, ' ,r ~ a . I ~ ~...4 . ; ,.r . , i.. ,.i. , .
f _ _ _ Y _ . - °-.r. , ~ .5.. ~ I i - j, r , S
185 15 5 25 35 45 55 65 75 85 95 5 15 25 35 45 5 5 5 15
95 85 75 65 55 45 35 25 80 70 60 50 40 30 20 10 4 50 60 70 80 90 10 20 30 40 50 60 10 20 30 0 100
100 90
0 0
G E
Q NOTE:
40' U THE ABOVE DRAWING AND PROFILE DEPICTS THE CROSSING
1 TO 1 SLOPE z LOCATED BETWEEN WEST HODGES AND CREEKSIDE DRIVE.
PROP. ELEV. (202.00 TRAIL o 89
o g' 7 10
HOULD TRAIL SHOULDER SLOP , SLOPE 12
12 OUTLET PROTECTIO
m INLET PROTECTION
CU
4' SSELECT BACKFILLZ ~ I
REVISION DATE DESCRIPTION BY APP
9 9 D9 D CLASS I CAPITAL AREA GREENWAY SYSTEM
4x8 x3/4 PRESSURE 4 -RAP CRABTREE CREEH RIP REE CREEK DESIGNED GLA
TREATED PLYWOOD 7 84 CMP DRAWN JSM RALEIGH, NORTH CAROLINA
D ~ EXIST. 3
CUT 8 OPENING SWALE CHECKED GlA
AT BOTTOM-BOTH - - BOTTOM W w ENDS
- 9 APPROVED JLM
m 2 a #57 WASHED STONE TILE FABRIC GEOTEX
PROP. ELEV. 189.00) VERTICAL SCALE = 1" = 5' SUBMITTED ELM PROFILE 180
Q z H PROP. ELEV. (191.00
HORIZONTAL SCALE = 1 ° = 10' SCALE COMM. HAYES SEAM ATTERN ~ MATTERN,INC.
N EcTio~ N TERAL S LA ' ' AS SHOWN N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
IGN -NOT RELEASED FOR CONSTRUCTION HEET FINAL DES DATE S
ASE 0 SC N W RALEIGH, NORTH CAROLINA AUGUST 1999 C21
H L~_

O ~ i ~ i \ i
.V i ~ ~ I I \ \ ~
~ INSTALL PROP. 4 a ; r
HIGH FENCE ALONG THIS i i ~ \ ' `...1 i 1 \
W p SECTION OF TRAIL i i / ~
r SEE DETAIL ' ~ ~ , 5 ~ ~ EXIST. SHED
~ ` l ~ ,
3~ D32 , ; X , -
- 0~ , _
_ ~ , ~ ,
, . , . 9
i
V
- ~ 20 .
I X

1 .2 INSTALL STANDARD PARKING EA TRAIL DESIGN
18 SEE DETAIL ~ X2
~ x1 84" CMP 1
X199.66 ~ D26
4,r

~ 7 - ;
~ f
~ 1 .90 a
.
c
~ ~ ~ xti * ` xti
x199.6
~ \ h^_ 1 ^ \ } • 1 2 .88
197.0..., a y X 200.
F ~ ~ F x a I
X ~ w
0' 10' 0 20° 40' 2 , x w 196.7 X X 53 ~
1 =20 ~ , ~ , ~ 198.9 198.9 3,3~ ~
j ~0 ~ ~ ~ ~ -
x ~ I
'w ~
r ~ II x i ; i
i - _
FINN-217. - r T i - i.' j r, ~ ~ ~ , - a ' -
~ ~ I ' I , I I ~ : ~ - ~ . ~ -
215 . ..4 a _ _ 215 _
W . . 100 YR FLOOD .T _..-1 ~ _ _ : r .a_-' _ ti ~ - - - .....d.. .-:.6 1-.i.-.. ..!....1 ; . - I I I ' r ...p. 1. . a .:_z-.. . ._,y. - - _ .:..r e
PIAIN ~ 217.50 ~ . - ._I_,. 4..~... . - - - i:, is ! : I i
...I ...a.. I I ' ,.L_ ......u :..._a.1 so rx FLOOD Y:..
a,u+ - 211.00 + ~ - - - r_ f i. ~ I
~ J,.. 210 , ~ a - _ti - - 210 --r--- ; ..f. - - ~ ~ - - - , - .art - - . , I
4 _ I LEGEND _ ~ - ~ - I ¢ . r ~ . I I G.. -
r: 1 EXST. SPOT ELEV. 188.84 ,D,~ FlAOD I i I
' PROP. SPOT ELEV. (201.00) ~ t , - - _ - `i~ _ ~ ..r.„. i . i. ~ ....,....4 ,.....a. ~ - _ - -
_ Y I + `t r, ~ ~ ~ - - : n
205 1 . I ..w. ~ ~ 05 4 I e. .4. - i 4
E ~ ~ -n ~ - ~ ........a..~ . ' , .,a..~..:..~.. .e.~ . 4 i 1 ' ~ ' t ~ _ f. ;i
d. i.. I - ~ I 1 ~ ~ ~ i t I -r ~.-1 - y--~--?' ~ : ~ - - r 6 ...r F... ; ~ , a ,
' ~ I , - ~ F ~ e i f. E i i~ ~ ~ 9 i I t ~ .3. ~ i j a J
~ . , i I r . . _ a r } ~ ~ ~ ~ , ~ ~ j.., : ~ ~ ~ i F
> > I 200 - ~ _a _ . ~ I I _ _ . 200 t t ~ -
r .fly t ~ ~ ~ ..i..°- .-e- ~ f a ~ .F..4 6 ,q: r , r ~ _ i.. 1.;. v b . I _ r 4 . , a. ~ , I , _ ,..4 a.~ - - .a-
r i.~ . w-. ~ _ . _ _r..r - n-.~ -4 7 ~ I i i - ~ r . _ 1 - r . r~ r°° a , , , ~ i , ~ 1.._._.
_ i., , . , r ~I Mt . ; W. i r ~ 1 I j . ~ . r t + e. . ~ . t 41.ro. E-~ - -
t- 1-. . ~ 4..r.. _ ~ : - .rte. a . _ 4.:... . _ _ { k ..i_. I r..~. , i .......,..4.. .....-r-r.-,.....~. _
195 _ , : ~ - r . t . , ~ . - 195 'T ~
~ r .P... . _ , , I A.., . - r r r . ~ _
.v . . ~ ~ ,4.. I r i : I ~ v . ; 1 I I I
~ - : I r .w . - : 4 r . n. ..i.... - . .e . ...1... - _ r.
~ 4 ; ,...a , , ~ I. r... . v ~ y . . FpCB I _ : ._v . .4
190 ~ ' µ T
- - .u....: ~ _~..a ~ -F • ; . . ._i ~ a 1 ~ ~ I _ t E ,..o . _ e . - _ .....1 . , r ; : - r I ~ I .ra _ ...-F-- .w.A ..i., i.
~ . r ~ r..r. .w.. T r_ ~ I. .~_.r. ..i._1 I ...W.
..r - - r t 7 a k I i 7... r - ~ , . , . w..y : i i - ~ i .r. .r .......a.... r-i-.'-
~ i , . _ . , i ~ - . _ -a--+ r y....- k~ _ _v... e.... - e _ .s . I , v... r . _ ~ ' {
185 r - - -r _ _ , a . - _ a .a ~ 185 . ~ I . , .a
J.. ~ ~ w_„. p y ~ i - ~ t - r i ~ 4 r ...r.. ~ ._n _ r. ...a..
~ L. ~ -i...G -
65 55 45 35 25 15 5 5 95 85 75 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
90 80 70 60 50 40 30 20 10 10 100 10 20 30 40 50 60 70 80 90 ~ ~ O 10 20 30 40 50
Q
o
z
NOTE:
° ° 40' ° THE ABOVE DRAWING AND PROFILE DEPICTS THE
N 1 TO 1 SLOPE N PROP. ELEV. (201.00) TRAIL CROSSING LOCATED AT THE END OF INDUSTRIAL DRIVE
g' 7' 10' 7' 8'
ti SLOPE SHOULDE TAIL SHOULDER SLOPE , 12 12
O INLET PROTECTION OUTLET PROT I N
C I , REVISION DATE DESCRIPTION 8Y APP
SSELECT BACKFILLi 4 i I
m I DESIGNED c~A CAPITAL AREA GREENWAY SYSTEM
4'x8'x3 4" PRESSURE ~ CLASS / 4 DRAWN BROJ
N TREATED PLYWOOD "CMP RIP -RAP CRABTREE CREEK 7 84 CREEK RALEIGH, NORTH CAROLINA
CHECKED GLA
W ~ ~ ` EXIST. CUT 8 OPENING ri, t~IR. , m .~.r .~~~.9,j . SWALE
AT BOTTOM-BOTH =~~.'~~~v~~ BOTTOM ~~aw~r~~ .a _ PROFILE SCALE
ENDS ~ ~ ~ ~ - HORIZONTAL SCALE: 1" = 10' APPROVED JLM
1 a 57 WASHED STONE GEOTEXTILE FABRIC z H VERTICAL SCALE: 1 " = 5' SUBMITTED JLNI PROFILE 178
PROP. ELEV. (190.00)
~t PROP. ELEV. {189.00) CU HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
n S ECTI 0 N LATERAL ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H CALF NO S RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C2

i
201,4 ' 2 3 x A
Pt No: 490 14 T\
01,7 Pt Name: S 0 ~ ~ x ' ~ 0
~ , , ~ ~ El ev: 199.00 ~ 3 ~i ' o _ _ _ - • 3
Desc: ABT ~ a ~ ~ ~
~ Nth: 751202.22050 196.2 x ~ . 0 0 x
_ Est: 2113403.79958 A .62 \ ttl ~1 Pt No: 489 ~ o h
~ Pt Name:
o 12 HDPE Long: -67°421.3.2882 R ' Elev: 197.50 ~ R
Nth: 75 ~52~50 ~ ~ Grid . ~ , Desc: ABT Z
Grid Est: 2113403.79958 w Nth: 751188.16593 ~
~ r u abt G o p. 0 Est: 2113454.88959 ~ k
S ~ 186.0 ' p ~ ~ ~ W Lat: 2°415.4199 ~ z ,z
0 T98.37 ' ~ ~ x ' > 203.26 Long: -67°4212.7843 ~
197.11 x1,97.11 I Grid Nth: 751188.16593
'D j i ' -I Grid Est: 2113454.88959
6 0,..--~. !x197:62 , Grou abt P
~Op 49
~ ~ ' 198,4 a
/ ~ ~ ' ~ ~ 0
N ' 196.58 ~ ~ 6.58 ~
~ x ~8 ~.88 199.0 ~ 7.7 1'~ ~ ~ 4 ' ~ ' v .ter p0
1199,8 x ~ ~ , ~ ~ ~ ~ ~
~I _ r ~ ~ ~ ti ,
' i ~ ~ ~ ~ ~ 197.50 y , 197.50 w ~ i p
0 k - -
C ~ 1.85J0 _ 198.83 - - - - .
T ~ _ „ ~ x 195.1~~8 ,.,x 197.52 .f ~ ~ ~
~ ~ X7.52 - ~ ~ - x2 ,
ti . / h ~ ~ SOCK CH . -ROCK CHECK DAB x2 .50
k ~ ~ ~ ~ ~ SEE DETA SEE DETAIL ~ -
` 2 ~ ._r--
F, _ D29
20 10 0 20 40
1 "=20'
202.13
_ _ _ .
x 205.64 P01,4 _ -
~ . "-„r.
r r--,-r -r -t~ r . _ w. _ ~ _ _ _ .x_. ~ ~ _ W-. r , C ~ , ~ ~ - .r
J . ' ' ~ - ~ ~ I. ~ i r.. ~ ~ - ~
500 YR FLOOD _ . _ _ _ - ! - ~ W.~ , ~ , , - ~ _ _y_., r,
PLAIN - 215.00' _r _ _F _ _ _ _ 215 _ ~ r- - ...t. ~ ~ _ ~ ~ - .-.1- _ - ~ ;-I f ~ ~ 215 _
I r_ _ ~ _ _ E- - -r. _ ~ ~ ~ ~ ~ _ _ ~ ~ ~ - r ~ ~ r_ . ~ ~ ~ _ _ ~ L.:_ W
t - r
4 ! ~ _ - _ . .r. ~ ~ ~ _ ~ . .b.. - - - 100 YR FLOOD , - ~
. r ~ -t- PLAIN = 211.60' ~ - L
- v ..7 ~ ~ . _ r-~- ~ = _ - 50 YR FLOOD 210 ~r. ~ ~ i ~ ~ ~ ~ ~ ! ' _ _ _ _.~._I.-. _ _ _ - ~ . A._... -e - ~ ~ _F_ - ~ - ~ . i ~ ~ - i ~ 210 - - - - - .._a . _ _ - _ ~
PLAIN = 209.30 _ - ~ ~ - - ~_r ~ ~ ~ . _ r_ N ~ - ~ ~..1_' u_ -a- - - - r
LEGEND ~ - ~ ~-r w~ ~ ~ ~ ~ ~ ~ - - ~ ~ _i- r . - i - i i _i
EXST. SPOT ELEV. 201.68 ~ i _ ~ ~ _ ~ _ _ ~ ~ ~ . f i y _ _ ~ _ ~ _ ~ L - f -
PROP. SPOT ELEV. 197.00 ~ - - v .;--G 1.;.k.-- ~ - ( } - - 10 YR FLOOD
- '205 PLAIN - 205.50 205
. r i i L r - t- - ~ - ~ - - - 1-~ - ~ I ~ } _'_r. i_ `rte ~ i
_ r- - _ - ` ~ r _ _ ~ ~ L_~ ~ .t
i~ _ w~ ~ - - fi
_ J(" ~ _ r'- r - -1
- r~; -t- I ; ' 200 ~ ' --t E- j- ~ ~
_ _._L.,_ ~ - _ I ~_.-_t - Y ~ F - - - - - - ~ - 200 ~ ± ~
_.w_ ` - r ~ ~ f - ;
L _ - ~ - T ~ _ - _N - - - ~ i I i
, ~ ~ F-- i - r. l ; . - ; -r-- ~ 1 1.~- ~i
- - ~ r ~ ~ r _n L._.. ~ ~ -.r_: _ _ -I- ~ - 1 ~ _ f
- - ~ + - - K F - - ~_P_ - , r 1 - - , - - - - - - - ~ 195 I F ` f" -
r J y
; - _ _ _ ~ _ _i,..T_. i ~ + ~ - ' - -
_ _ ~ - r ~ r ; ~ 1 - 4.-
t ~ _ _ r - --i_ ~ _ - 190
190 p - I. 1 ~ i t i _ _ ~ _ _ _t ~ . - _ ~ ~ - } 1. ~ ~ - a 1~`
~r
_ ~ w
- ` - ~t~ _ . ~ w_ ~ ~ - r.._..~ _ _ _ ~ ~ ' , -i_~-'_ _~__I . r _ _ _r~.__.w 1 .
7 y ~ _ M_ . , . ~ _ w- ,--C_, -w.~.. ~ ~ ~ - -
185 ( . ' ~ 185 ~ - _ . w_ , ,
I L..__ ' . _ - ~ , , I ~ 1 p~.~ i~
+ . f i I f ~ _ w m m~,_.. .,-r-. _ - a-~r p-_ ~ _ ..-J _ ~.-s
~ - r ~ k ~ ~ ~ _ ~ t~ ~ . ~ . w ~ r ~ . ; . ~ f _ _.r. _w.._~. _ , ~ . ~ - - - . i _.1~~ . _
k - ~ -w w... r - ; _ ~ - - - ~ ~ ~ - -k.. _ v.._ ~ _.j- - - I' t,
180 95 85 75 65 55 45 35 25 15 5 5 15 180 15 25 35 45 55 65 75 85 95 5 15 25 35 45
z 1 Q ~ 90 80 70 60 50 40 30 20 10 10 10 20 30 40 50 60 70 80 90 ~ ~ O 10 20 30 40 50
0 0 0
N (U
V O
m
Q
NOTE:
THE ABOVE DRAWING AND PROFILE DEPICTS THE
CROSSING NEAR ATLANTIC AVE. AND HODGES ST. REVISION DATE DESCRIPTION BY APP
3
m 3 CAPIT DESIGNED cLa AL AREA GREENWAY SYSTEM
(Y7 CU U j DRAWN RNC rt- RALEIGH, NORTH CAROLINA
W UV
W W H CHECKED GLA
m Q W
U J VERTICAL SCALE = 1" = 5' APPROVED XXX
Q Z HORIZONTAL SCALE = 1" = 10'
H SUBMITTED xxx PROFILE 161
CU CU Lf~
h HAVES, SEAY, MATTERN &MATTERN INC. SCALE COMM. ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS
H IL FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C23
S

rF ~ ; ~ , /
r ; PLACE 30 LF OF CLASS 1
RIP-RAP 30 THK. AT PIPE ' , f.~
,~~XIST. SEWER / OUTLET ALONG CREEK BOTTOM
N r' CROSSING AT
THIS LOCATION. ,F' ~ r
/ ~ ~ FIELD VERIF~C: ~ ,
~ ~ 0~ ~ o / r ~ ~ r
X ~ » ; ~ f ; 84 CMf'' t
i ~ ~ ~ / ~ ,
~ ~ i ~
~ i ~ ~ i ~
~ ~ i ~ i j ~ ~
~ , ~
/ l ~ i . I r /
~f f , l ~ f f ~ ~ l
i l ' , / , ~ ..y ' ~ i
i % • i ~ ~ . i r ~ ~ %
. r 193.34 - t ' ~ ~ i ~ ~ . r i ! J , ; i. . ~ Y
/ r ; r
' ; f,,.
; - / r / ~ ~
~ ~ ~
r ; ~ / ' ~ F°°
fir' / 1 i~ ~ _ r j
r / . ~
~ , r f ~ ' - , ,o ,i r%~ ~ END TRAIL DESIGN W/
r' y ~ I ~ r , • ~ EXTRA STONE BASE STA rf. ; fl F F ~ ;i / / i i
~ , INSTALL ROCK ~ ' ' 72+ 30 ! i ~ F ~ i'
r CHECC< DAM f ~ i' f rf , f r r ~ SEE DETAIL f' ; ;
S~~E DETAIL ~ 2 ~ % ~ r~ r. % A; D26
2 ~ it f' / r~
~ ~ I i ~ D29 , i~ l .ti 'I ~ !f - ~ ~ j r
f ' r` r' 1 - -
r 40' 20 10 0 20 F,. ;f ~ EXIST. GREENWAY r' , ;
1 ~~=20' ~ ~ ~ r~ ~ ~ ~ % ' ~ ,
EXIST. GREENWAY ~ / l
,C
f ~ r i- ~ .
_ - _
215 215
YR FLOOD 500
PLAIN = 213.50
-
- - -
0 10 100 YR FLO ' ~ 210
PLAIN = 209.50 I
LEGEND
EXST. SPOT ELEV. 183.59 50 YR FLOOD
PROP. SPOT ELEV. (194.00) PLAIN = 207.00 -I
205 ' 205 - -

10 YR FLOOD
PLAIN = 203.00
- ~ f G--~-
200 200
- -
195 ~ E T 195
- t r--
-
i _ -
i, f 190 190
_ t , . w
r
"f-` !
j ~
185 ~ Y - 185
_ -

I )
~ -y-- f0 ! -
Q
180 95 85 75 65 55 45 35 25 15 5 5 180 5 15 25 35 45 55 65 75 85 95 5 15 25 35 45
~ ~ 0 90 80 70 60 50 40 30 20 10 Z 10 20 34 40 50 60 70 80 90 ~ 10 20 30 40 50
0 0 0
0 0 N
CD
N R
m ti
NOTE: 0
C THE ABOVE DRAWING AND PROFILE DEPICTS THE CROSSING
DOWN THE SLOPE BEHIND CROWN PONTIAC. REVISION DATE DESCRIPTION BY A P P
m 3 DESIGNED cLa CAPITAL AREA GREENWAY SYSTEM
V
N U DRAWN RNC RALEIGH, NORTH CAROLINA
W W CHECKED ALA
F-
m Q VERTICAL SCALE = 1" = 5' APPROVED JLM
U J
Q Z N HORIZONTAL SCALE = 1" = 10' SUBMITTED JLM
W PROFILE 144
N CU L(7 HAYES SEAY MATTERN & MATTERN INC. SCALE COMM.
U7 ' ' ' AS SHOWN N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
r-a iL i' RALEIGH, NORTH CAROLINA DATE AUGUST 1999 SHEET C24

r _ r
r
1
14' 14' 4' ~
14'
2' 10' ASPHALT TRAIL 2' 2' 10' ASPHALT TRAIL 4LT TRAIL 2' 2' 10' ASPHALT TRAIL 2' 8' MIN.
C MPACTED TO - SHOULDER SHOULDER CQMPACTED TO - SHOULDER ~ 2 I-2 ASPHALT SURFACE SHOULDER SHOULDER COMPACTED TO - SHOULDER CLEARANCE tFACE 8 MIN. 2 I-2 ASPHALT SURFACE
2 I-2 ASPHALT SURFACE 8 MIN. 6 6 CLEARANCE CLEARANCE 6
2% 2% 2~
~ ,ti s" ~ ~ , - AT 50' O.C. PLACE 6"
t, 2:: - XISTING ~ ~ ~ DEEP TRENCH BELOW XISTING y ,T~,,~; XISTING
GRADE ~ GRADE STONE BASE WITH 12 MAX. ~ GRADE , SLOTTED 4" HDPE ~ , , ,
~ ~ i`~ CORRAGATED PIPE WITH --------------~rd______ D' ~ PIPE TO - .1Z111Q~~.P _
i 8" AGGREGATE GEOTEXTILE ~ _ 1TIU111TI11111T GEOTEXTILE GEOTEXTILE SOCK TYPE t DAYLIGHT 12 8„ AGGREGATE BASE COURSE
95~ COMPACTED BASE COURSE FABRIC 95% COMPACTED FABRIC R-3341 OR APPROVED )MPACTED AGGREGATE EQUAL. SLOPE LENGTH CAP ENO 95~ COMPACTED GEOTEXTILE
SUBGRADE SUBGRADE ODE BASE COURSE OF PIPE ®.2% SUBGRADE FABRIC FILL 6" WD. TRENCH WITH
~ ~ STONE (DO NOT USE
> > > > 3 - solL).
1 2
NO SCALE NO SCALE
NO SCALE
15'
i ~
I ( I
ca~c ca~G
. 6'-0„ 4'-G„ 6'-D„
20 THERMO PAINTED LINES TO
Q" » COMPLY WITH NCOOT ° ° d ~ -
6 ABC STANDARDS d ~ d °
h ~S• r ~ su „ „ ° ad SOIL i 6 24 a ° d e
d e a d ' ° d e W ° Y ° d ;
Y EXP JT °d o ° ° EXP JT ' z_Q z_Q e ~ ° d °
° I-- 3 F- 3 ° ° a ° ° a ~w ~W `d x~ ° o
-O ° ° d Q~ N ° 1 W (A W lA ° ° °d° iD
2' 14' 10' ASPHALT TRAIL ° MAX: S_ LpPE ~ ^P d < °~SLOP° °
TRAIL a .~Q. e. 12.~ ° ~ a ~2.~ d .a 'n. 'a SOIL ° °
SWALE PAVEMENT MARKINGS
2' 10' ASPHALT TRAIL 2' 8' MIN. TO BEGIN AT THE
SOIL TRANSITION- PACTED TO - CLEARANCE EDGE OF C&G TACTILE WARNING SURFACE pp'' AAAAII FACE OF CURB/EDGE OF PAVEMENT .L~L~ 3000 PSI AIR ENTRAINED
~'P•) SHO 2 I-2 ASPHALT SURFACE SHOULDER 6 CONC W/ BROOM FINISH EXST EDGE OF PAVEMENT
2~ y,,.
AT 50' O.C. PLACE 8" XISTING NOTES: *SEE PLAN FOR TURNAROUND LOCATIO DEEP TRENCH BELOW ,a, GRADE )UND LOCATIONS ° ~ NEW CONCRETE NEW CONCRETE d ao
" 12" EXISTING & NEW SWALES SHALL BE STONE BASE WITH 6 ES HALL BE S RAMP(SEE DETAIL) RAMP(SEE DETAIL)
MAX DIRECTED AROUND NEW TURNAROUN HDPE CORRUGATED DBL. _ PIPE TO *SLOPE TRUCK TURNAROUND :?ECTION V TURNAROUND. 1ND :?ECTION FINISH PAVEMENT
VED - - - - WALL PIPE OR APPRO _ _ _ DAYLIGHT » IN SAME DIRECTION AS GROUND SLi GROUND SLOPE. COMPACTED SUBGRADE
EQUAL. SLOPE LENGTH 8 AGGREGATE BASE COURSE
OF PIPE ®.5q GEOTEXTILE 95~ COMPACTED FABRIC SUBGRADE .TRENCH WITH
FILL 8 WD
STONE (DO NOT USE s ~ CURB CUT RAMP
~ ~ SOIL). 5 4 D26 NO SCALE NO SCALE 2 No scALE
RC-07
NO SCALE
CONTRACTION JT PROPOSED Tf
EXPN JT 1 DEEP SEE DETAIL PROPOSED TRAIL (SEE DETAIL) EXST. OR
) Y
SIDEWALK - a PROP. CONC.
4" UNLESS OTHERWISE ~ 1- » 1 )1 f- M Y! .0.: 'r :.A.., t0.., ;0.., ~...,0.: 2 0 10 -0 2 0 a NOTED SEE C3) ~ 'e
_ ~ ~/2 fn N ' • a ~ ` ou ° °a . °
y W W W y ~ y W~ W 4" POROUS STONE FILL d°
W ~ W W ~ COMPACTED WWWWW°. W', y W f 4 W W W W~ W 6X6-W1.4X SUBGRADE
W y W~ W W W W1.4 WWF FILTER FABRIC W W W~ W W W y`/ ~~AMIP ~`W W W~ W W W
y a y MID-DEPTH W W W W W ~y e y~. W ~ BRASS W W
GRA~SS~ d o .~~w~ WWA w~~ ~ 9, 95% COMPACTED
e~ ~ y ~ ~ ~ ~ ~ w SUBGRADE
~~~w~ ~~l"~ ~ as WCy ~ y W y W y W W W W W W ~ LONGITUDINAL TRANSVERSE EXPN JT GI GEOTEXTILE 6"
. W W W W W ~ W~ W x r W~W~ W W W w> CONTRACTION JT y W W W w W ~ y a Q N° e . a ,W W y y W W y~ TRANSVERSE CONTRACTION JT FE FABRIC
y W W W ~W~. ~ ~ y W y y W~ N ®10 WIDE OR co ` a ~ ~ ~ W GREATER EXPN JT WHERE MIN.
a WALK ABUTS CURB, e EXIST. CURB ~ y W ~ ' ~ SLOPE` ~ a;` W~UJ~PEy W W <~/2 ° a W W W SAW CUT
& GUTTER W W W pO~N° y W W W W A01NN W z yy~yWyrLW .Wy~W. 6" AGGREGATE BASE
g z a~.y- Q .r a _W a d a- _ d d
o FACE OF w
o CURB EX. JT i EX. JT~_~M w N EDGE OF PAVEMENT » 50'-0"
2' CURB TAPER 2 CURB TAPER -
3000 PSI CONC W TYP 10 10
~ NEW CURB GUTTER PL~N WISH SC BROOM F NO NO SCALE
z" DOWELS PARTIAL PLAN 2 CURB TAPER
~ 2 o.c. m i~
7 1/4 R 4• 1/2» ~iiii~iiiiiii ii~i~ i~iii ii ~i iii i~i~ REVISION DATE DESCRIPTION BY APP
~~~ii~~~i i iyT~~~~~~~i ~i~i iN iii i~~i i~U , 1/4 R 4 SAW CUT USE ~i i i~~a,~i ~ ~i~ i~i~~~~ :,'o: f
m EXIST. JT. IF FINISH PAVEMENT ~ ,Q , . DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
D POSSIBLE ~ SECTION COMPACTED SUBGRADE
cCDU CONSTRUCT EXPANSION JOINTS DRAWN JSM RALEIGH NORTH CAROLINA
i WHERE WALKS MEET CURBS, 5TEPS, w WALLS OR FlXED SLABS. CONSTRUCT CONTROL JOINTS CHECKED GLA
~ ON SIDEWALKS ~ 5'-0"
m 1' 2' 10' 2' 1' EXPANSION JOINT MATERIAL SHALL BE CENTER TO CENTER.
1/2" THICK. SAW CUT TAPER RAMP TAPER SAW CUT APPROVED JLM
Q CONTRACTION JOINT z EXPANSION JOINT SUBMITTED JLM
H l.L
N CU HAYES, SEAY MATTERN & MATTERN INC. SCALE COMM.
LC7 9 ' ' N0. 7522
W 8 J NO SCALE ARCHITECTS -ENGINEERS -PLANNERS AS-NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
D26 NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST-1999 SHEET D26

NOTE:
10'-3" 2"x4° 16'LG. TOP RAIL NOTE; 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH
CONT. TlP. 1. ALL PILES SWU.L HAVE A BEARING AT A DETERMINED BY SOIL BORINGS, SEE SPECIFlCATIONS. CONTACT OWNER'S REPRESENTATIVE IF
2"x6°x16°LG. TOP DEPTH DETERMINED Bf SOIL BORINGS, SEE PLATE CONT. ATTACH SPEgFlCATKNJS. CONTACT OWNER'S NOTE: DISCREPANCIES EXIST. 2. BOARDWALK WffFIOUf HANDRNL SHAH NOT EXCEED E 20" IN HEIGHT FROM DECK SURFACE TO EXISTING
C3UaT W/3" GALV. SCREWS f 1" RADIUS REPRESENTAINE IF DISCREPANCES EXIST. 1. ALL BOARDWALK SECTIONS ARE WTIHOUT HANDRAIL SHAlI NOT BASED ON A 8 FT. DESIGN MODULE. 2. BOARDWALK ODULE. GRADE
IXCEED 20` IN HEIGHT FROM DECK SURFACE TO EXISTING GRADE. 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER 2°x2"x3' WD. BLACK SPECIFlCATIONS.
4"x4"x5'-2" LG. 12° 3/8" GALV. CARRIAGE 3. ~ L~UM~ CStiAIL~PRESSURE TREATED 4. ALL LUMBER SHALL BE ATTACHED WTfH GALVANIZED VINYL COATED CHAJN SCREWS, NO NNLS SHOULD BE USED. 3/B" GALV. LINK FENCE
POSTS 4' O.C. 1"x4"x29 1/2" LG. 2'x 6"x 16'LG. HAND - BOLTS W/ WASHERS CARRIAGEV COVER PLATE FOR FOR ALL RAILS. 4. ALL LUMBER SHALL BE ATTACHED WITH 4'x4" POSTS ATTACH RAIL CONT. ROUND GALVANIZED SCREWS, NO NAILS SHOULD ~ CARRIAGE STS q"xq" P0~ 2"x4° TOP RAIL
W/ GALV. SCREWS TOP EDGES USED. 4' O.C.(TYP.) 2"x6°x16°LG. CONT. TYP. TOP PLATE
2"X4"X16'LG. 2"x6'x9'-9"LG. DECKING 23-1/2" 2'
(1) 3/8" GALV. CARRIAGE SPACER ATTACH W/ 3" GALV. 2"x2"x3'WD. 10'
BOLT W/ WASHERS (BOLT SCREWS 2 PER JOIST THRU POST) 32" PER PU1NK BLACK VINYL COATED 2'x6"xt6'LG. BOTTOM CHAIN-LINKED FENCE RAIL CONT. TYP. 2'
24" 24" 24" 24' 24" ,r . E~
4"x4` BRACE ® 8' O.C. TYP. BOTH SIDES 3" AIR 8-1/2" (2)5/B" GALV. HEX 2` . c p 80• ,
SPACE BOLTS W/ WASHERS ~ 2'
(1) 3/8".GALV. HIX ~ N Na
BOLT W/ WASHERS TYP. tt" I I I I (2)3/S" GALV. HEX BOLT W/ WASHERS X~ x 2"X6" Na O
BOTH SIDES ALL 2"x6"x16'LG. BOT. RAIL ~ N, os
° i • POSTS. 2•x5• JOINT 16' O.C. 3" NR SP. 24° MIN BLOCKING i I I I ANCHOR IN PLACE 3° AIR SPACE N Z x6
15• 114° o.c. i I ° I I ~ W/ GALV. PLATE. AND 24" CUT GALV 2x10" CONT. GALV. HURRICANE TIES JOINT 16' O.C. 2' x
MIN. HURRICANE JOISTS 24 O.C. ON AlL JOISTS. 2"x6" N, ~ 2"X12 BRACES xo
2 3 4"GALV.- TIES ON ALL ~ 12° VARIES 6"x6" PRESSURE TREATED PILES ,
HEX BOLTS JOISTS W/WASHERS. 2)2"x12"x10'LG. 8' O.C. (SEE SPECIFICATIONS). N, . " 2 o x 2#12 BEAMS a
BRACES BETWEEN VARIES 2x6 BY ANGLE
(2)2"x12"x10'LG. RAIL POSTS. 2' 2' 2' 2' 4' 2' 2' 2' B'
BEAMS W/ BLOCKING • 4' B' O.C. 4' 2"~6•
BETWEEN PILES. 1. ALL BOARDWALK SECTIONS ARE 4° BASED ON A 8 FT. DESIGN MODULE. 2' /
8'-3" O.C. (TYP.)
"x6a j 2
2 LEVEL BOARDWALK ELEVATIOP :LEVATION WITH RAILING
OSS SECTION WITH RAILING BOARDWALK CR EQUAL ~ ,
027 27 NO SCALE NO SCALE
NOTE: NOTE: QUAL
NOTE: 1. ALL PILES SFWiL HAVE A BEARING AT A DEPTH 1. ALL BOARDWALK SECTIONS ARE DETERMINED Bt' SOIL BRINGS, SEE SPEgFlCATIONS. 1. ALL BOARDWALK SECTK)NS ARE BASED ON A 8 Fi. DESIGN MODULE, ~ 2"x6"
BASED ON A B FT. DESIGN MODULE. CONTACT OWNER'S AEPRESENTATNE IF DISCREPANgES EXIST.
2.804RDWALK WTTHaII HANDRAN. SHALL NOT IXCEED 20' IN HEIGHT FRO?J DECK SURFACE TO IXISDNG
10'-3' GRADE. 3. ALL LUMBER SHALL BE PRESSURE TREATED AS PER
4'X4"Xi6'LG. CURB SPEgFMAT~S' 2"x6"x9'x9" LG. DECKING
2"x6"x10'LG. CONT. FASTEN W/ 4. ALL LUMBER SHALL BE ATTAgiED WRH GALVANIZED 20" 20" DECKING GALV. LAG SCREWS. NO NAZIS SHOULD ~ USED. 2°x2°x3' WD. BU B' ATTACHED W/ 3" GALV. 2"x2"x3' WD. BLACK SCREWS 2 PER JOIST PER
_ (2)2"x8"x16'LG. BEAM VNNYL~~TED CT VINYL COATED CHAIN LAP JOISTS PLANK UNK FENCE 12" T1P.~~
2) 5/8" GALV. HIX 4' ~+--VARIES
I I I I I BOLTS W/ WASHERS 4' 4, 4' -
Q I I I I B O.C. TYP. VARIES I f RAIL JOINT RAIL JOINT 2'
a e • PLATE AND GALVANIZED HURRICANED L JOINT L JOINT W TIES ON ALL JOISTS. 'AIL JOINT MIN.
9" • 6'x6" PRESSURE TREATED
1-1 2 PILES 8' O.C. DRNEN INTO THE GROUND (SEE
SPECIFlCATIONS)
2°x8" CONT. JOISTS 20" O.C. -LAP 12" TYP. !4)2`x8"x10'LG. > > 1/ OUTRIGGER
(2)3/4" GALV. HIX CROSS SECTION (2) D8L BEAMS B'O.C.
BOLTS W/ WASHERS W/BLOCKING BETWEEN PILES
8~ D.C.
4°X4"X16'LG. ClgtB 2"X6"X10'L0. CONT. FASTEN MI/ GALV. DECKING 3" AIR SPACE '"-r 2"x6`x16' LG. BEAK B'-3" T1P. BOTTOM RAIL POIPlT
LAG BOL BREAK 3" AIR SPACE (TYP.) 90° H~ I
POINT SLOPE YARIES ~C~N
90' 10% MAX. SLOPED HORIZONTAL
ADJUST HEIGHT OF SECTION SECTION 2'x12" CROSS-
/ ~ I / ~ ~ HORQONT SLOPED BEAM TO MATCH ~Np SLOPE
i~ / ~ ~ ~ SECTI / / ~ / GROUND ~ 5 BOARDWALK WITH R
2"x8° CONT. JOISTS a AILING FRAMING PLAN 27 NO SCALE
20" O.C. LAP 12 2' 4• HOLD 8'O.C. TYP. 4'
16' BECTON BASED ON HORZONTAL DISTANCE
8 -0 O.C. N ( I - IXISTING
~ - GROUND - I ~ I ~
6'x6" ~-i _ , PRESSURE TREATED
PILES 8' o.c. HORIZONTAL SECTION (SEE SPECIFlCATWNS) 4
i ~j ~ '9'_ F_ ,Y.
4 SLOPED BOARDWALK ELEVA - N WITHOUT RAILING 3 BOARDWALK CROSS SECTIO ~C ELEVATION WITH RAILING
27 27 NO SCALE ~~k~
NO SCALE , a~ ,
1x4 OUTSIDE COVER PLATE NOTE: AT END POST TYP. 15" LG. #4 RE-BARS
CALL PILES swat HAVE 24: O.C. EACH COURSE
A BFARMIG AT A DOEPTH a"xa"xs2° LG. Posy 135' TYP. PRE-DRILL OEIERMINm 6f S (
BORINGS, SEE • SPEgFlGTIONS. a~ 5~~
CONTACT OWNER'S (2)5/8° GALV. HEX BOLTS • REPf~SENTATNE IF w/ wASHERS (5)6"X6"X16' LG.
DISCREPANgES IXIST. ~ ASPHALT TRAIL (TYP.) TIMBERS z aoaRDwauc WITHOLIr
WWDRNL SHALL NOT 4 . 4"X4" CURB PLATE IXCEED 20° BI HEGHT S F ~ ~~m , LATE ~ ~ "3
FROM DECK SURFACE TO IXISTING GRADE. 2 2x6"x6'LG BRACE 0
3. ALL LUMBER SHALL BE BOTH SIDES ®EACH END ~ PRESSURE TREATED AS OF BOARDWALK ~ ,
PER SPECIFlCATIONS. O E 4. au LUMBER swat eE 6" ABC STONE ~ r ~ ~H d T~~,. tiu~ a r>~ ~S f.~
n ATTACHED WRH s GALVANIZED SCREWS, 2'-11 3 "
v NO NAILS SHOULD BE 0 95% COMPACTED usED. ° U ,my°.. r » ~ tr~
z (2)5/a GALV. NIX SUBGRADE BOLTS W/WASHERS 2"X4"X 10' LG. 4)2"x8"x t O' 0 16" g
o ~ 0 ;)O ~
~ LEDGER FASTEN LG. BEAMS ASPHALT (2)s/s" Guv. HIX 8" #57 WASHED TO WALL
~ TRAIL BOLT W/WASHERS o STONE BACKFILL
TYP. Q
a EXISTING GROUND EXISTING GROUND JND
~ ~ 9576 COMPACTED FASTEN TO WALL
o p SUB-GRADE I ~ Q U
~ 6" ABC V o NOTE: I~'E REVISION DATE DESCRIPTION BY APP
sroNE BURY BOTTOM 24" O.C. 1. AU P o D #4 REBAR 15 LG, BEARu 1. ALL PILES SHALL HAVE A BEARING AT A DEPTH
~ 28" ~ 8" X57 15" LG ~4 RE-B,ARS 24" o.c. vARIES TIMBER TIE BOTTOM TIMBER INTO DETER WASHED STONE EACH COURSE TYP. {PRE-DRILL) 24" MIN. BppN DElER1ANED Br 6~L DESIGNED cu CAPITAL AREA GREENWAY SYSTEM BORINGS, sEE
GROUND SPEq~ m ~ o BACKFlLL OWNEI SPECIF~ATKkIS. CONTAGT OWNER'S REPRESENTATVE
~ a 3000 PSI CONC. ~ MBERS IF DIS (B)fi'x6"x24' LG. TI 0 FOOTING ~ 2 BOAR[ Z~D1~ DRAWN RNC/JWA RALEIGH N RTH 01
o p ~ HANDF HANDRAIL sHALL Nor 0 CAR L NA
IXCEE EXIST. GRADE FROM w EXIST. GRADE 3" EXCEED 20" IN HEIGHT FROM oEgc SURFACE To CHECKED GLA
~ E)OSTIi - 3. ALL L m 4"x4'x36'LG. PRES: E)O511NG GRADE. 3. ALL LUMBER SHALL BE
~ POST (2 PER 4' PERFORATED SPECII PRESSURE TREATED AS PER sPEaF~ATIONS. APPROVED JLM
r 12" J MIN. END) DRAIN -PIPE 4. ALL L 4. ALL LUMBER SHALL BE ATfACI#D WITH GN.YANIZED
a TO DA`NGHT ~R~ z BE U! ~ SHOULO SUBMITTED JLM
BURY ONE COMPLETE TIMBER i
cNU ~4 RE-BARS 15" LG-24" O.C. ~ TIE BOTTOM TIMBER INTO HAYES, SEAM, MATTERN &MATTERN INC. SCALE COMM.
i GROUND ARCHITECTS -ENGINEERS - A AS NOTED N0. 7522 _ _ PL NNERS
a BOARDWALK TRANSITION WITHOUT RAILING W FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
J D27 D27 NO SCALE NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST 199 SHEET D27

30" 3
> , NCDOT TRAFFIC RATED 2X2 GRATE „
" 8 35 MIN. 8 4
I i4 -I~~Tiii~~ll- - to ,..III_ -111'-l~i~~~„-,iii,- ¢
„ ~ r HOLE IN FRONT ONLY ~ Do MORTAR-=.. P.r OPENING . ,
'_0 OR 2X2 SALT-TREATED Fi NOTE: HOLE TO BE DRILLED IN BED ~ ~
pECIFIED YELLOW PINE REAR OF TRASH CONTAINER AS S 6" w
~ ~ 18"x24" ~
3/8" x 4' CARRIAGE p O ALL cv U
- BOX (GALVANIZED) cABLESPUCE z NOTE: ALL SIGN WOOD ~
3 8" HEX NUT MOUNTING AREAS 2x4 ~
/ TO BE ROUTED PTSYP w ~ O ~ ~ „ O
ALL LEGS AND BACK 1 /4 DEEP. SIGNS ~ ~ ~ O m TO BE SUPPLIED Q ~ O
_ SUPPORT PfPES ARE BY RAL. PARKS. ' tr I I , .
2-3 8" GALVANIZED 1 4" HOLE SS N GROU Q ,
/ PIPE. CONTAINER COLOR- WASHER o I o - * p
DARK GREEN PIPE
1 /8" VINYL CABLE Y V
N 3000 P.S.I.
FRAME NUT ~ ~ CONCRETE 33„ o
AND BOLT 4d X ticv N I I PLAN
2° 4~ ~
SECTION
A ~ ~ a ,
1'-6" FINISH 2 ~ ° LOC WASHER NOTES:
GRADE ~ ~ ` . , ' LOOP IN CABLE MADE
WITH CABLE SPLICE 1. EITHER SOLID BRICK, SOLID BLOCK OR PRECAST
I CONCRETE MAY BE USED. ~ 2. FOR 24" R.C.P. AND LARGER USE PIPE DIA.
LENGTH A PLUS 12" FOR MINIMUM INSIDE DIMENSION.
SURFACE MATERIAL d ~ 6 -0 4 2 e „ 3. STANDARD STEPS REQUIRED ~ 16" O.C. WHERE DEPTH EXCEEDS 3'.
AS SPECIFIED d 1'-4" a 3-~ 4 „ 4. 24 x24 CASTING USED WITH 12 -18 PIPE.
CONCRETE FOOTING .4... - b coNCRETE 5. 24"x36" CASTING USED WITH 24"-30" PIPE.
3000 PSI ~
b b „ 4
NOTE: Y BLOCK ~d a MASONR , COUNTER SUNK HOLES 1 W x 1 DEEP D28 NO SCALE
ASSEMBLED AS PER ~ » 5/8 BOLT 1 -6 DIA. OR REBAR
MANUFACTURERS ~ THREADED ROD W GALV. FLAT WASHERS
INSTRUCTIONS. I AND NUTS COUNTER-SUNK ON BOTH ENDS
1 2 3 3
28 NO SCALE
D28 NO SCALE 28 NO SCALE D28 NO SC
1" 52
FOR CONC. PIPE 8" CENTER PIN STEEL PLATE BOLLARD STEEL PLATE
HANDRAIL to n
w/1 1/2 POST ~ » SST
o N ~ ~ 5 -0 O.C., PNT PNT I
N c0 ~ ~ ~ ~ ~ ~ I ~ O i _i i ~ i i
~ ~ ~ N - - ~ 4» CONCRETE ~ I 6 ~ i i i
~ i~ I i~ N SIDEWALK - 3000 PSI _y 3aoa Psi ' 1 - ~
~ ~ I ~ CONC i~ . ~ N 3 4" 4 2"x2"x L ~ 10 /
PIPE 6x6x#10 I D ~ W.W.M. CONT. HOLE CONT.
„ » ~ 1 /4 ~ cv
GRADE o o v o. p o v " TOP VIEW STEEL 4 1 x 1 x L
- - / a ..~-e- . 3„ AGGREGA-' AGGREGATE
„ v o a ~ ~ BASE o a SASE
10 ~ ~ a.:. a R~ ~ CONC / oa . (2) #4 CONT. #4 CONT.
1"x10" STEEL PIN
TYPICAL SECTION e ~ \ \ BOLLARD o
/ WEL ~ N
U WALL ~ THR ,
FINISHED
END ELEVATION » 12 GRADE
MIN HINGE PIN STEEL PLATE
" „ ,III ° a ° I I=1 t~-~-~ ~ ~=n i- 3x13 x1/2 VIII ° a a4 Ilt
DIMENSIONS AND QUANTITIES - ~ ~ II IIII° _ O
~i CONCRETE PIPE CONCRETE ° a
I' 45° ANGLE SINGLE 6 - 4 a ° 4 ° 1- FOOTING I I ° Q III -II ° I
COMMON DIMENSION PIPE D2 NO SCALE .III a ° , ° ° v ii= I-I I a b a I
D H B G T L PLAN „ ~ ~ » ~ ~~TI~~ a 9 ;ir
15 2 -5 1 -8 1 -9 1-1 2 3 -6 STEEL m PLATE CONCRETE 'IIII li!
18 2 8 2 3"x 13"x 1 /2" FOOTING =1 _ _ _ _ _ _ _ _ _ _ _ _ ° _ ~
24" 3'-4" 2'-0" 2'-9" 2-1 2" 5'-6" 2'-6"X2'-6"X - " I~IIH ~~,111111„II'~'~II_lil-III~~~III~III,-U~IIH~~-~i~-III=III-~ii- 2 0 ~ ~ 2 -6
30" 3'-9" 2'-4" 3'-6" 2-3 4" 7'-0" 45' CHAMFER
36 4 -3 2 -4 3 -9 3 7 -6 ~
E 4 1,> 42' '-11'2'-8" 4'-6"3-1 2" 9'-0" 1 x 1 REVEAL a
48>, 5'-7" 3'-0" 5' 4» 4" 10,_6„ U
Z ~ 8
2'-6" 6" x 6" SALT-TREATED TREATED
°o WOOD BOLLARD 0 STEEL ANGLE D28 NO SCALE »
(YELLOW PINE G G G G z~x~ 1 /2 X 1 /4
m V E' (WELDED)
~ d: , _ a. qR~ p 3" FINISHED GRADE ti OP . ~ A .a ~ d • ~ V BADE
~ SV .d. ~ Ce ~ e S :~a. 0
~ R,h ~ .a . n a«~ : td.. - ~ -III=III=III= =III=111-~
~1F d. d _ _ - SUBGRADE >~DE
~ ~ d'a ed. ~Pd~ ~ d•~~~ °~d III-I. b b,.~ .e a° + .d -111 Ili. ~ a'- ~ z ° - - CONCRETE FOOTING ~ d < ~ 1 /2 D , " 11" III=1 , , I- - REVISION DATE DESCRIPTION BY APP =TE FOOTING
° ° < d ° - d 1 -6 =I I ( e I ~ (3600 PSI) Psl CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
m a. ~ a ° 3 ° ~ . ~e d ° ~d ~~'a _ ~ n =III s. o
d a . 10 I SAN D DRAWN XXX RALEIGH, NORTH CAROLINA
d. ° ` ° d 4 ~ ~4'. - i ( N = - n -
W _i~~~~ _ - _ ~I- 1I ~I I I=111=111-I I CHECKED GLA
L
ELEVATION 1'-s" DIA.
SEE PLAN FOR PIPE DIAMETER APPROVED JLM
a z SUBMITTED JLM
H
N ~ 5 HAVES, SEAY MATTERN & MATTERN INC. SCALE COMM.
D28 NO SCALE D2 NO SCALE ' ' N0. 7522
W ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST 199 SHEET D28

FLOW
STEEL OR WOOD POST POST TO BE INSTALLED VARIABLE -AS DIRECTED BY LANDSCAPE ARCHITECT
BN.C.D.O.T. #57
Y WIRE FABRIC SLANTED TOWARD UPSTREAM 10' MAX. �J WASHED STONE CLASS "B"1 THICK
END OF DITCH. 5'MIN.--� II A o� o A RIP -RAP �_ "MIN
TOP OF DITCH N0. 2 CHICKEN WIRE (VAR.)
V BURLAP \ SEE PLAN
WIDTH OF EXISTING CHANNEL
V Y� 1.5' ' 2'
�1� � JOL - -
a_
3'-0" I! CLASS "B" \ \ \
�_ N.C.D.O.T #57
26" BURLAP Y m / I I I� I I III i I=1 I I II I I� i1 I II �( 6" RIP -RAP ;� WASHED STONE 18'
MIN.
v Sz
_I
MIN .LINE CUTOFF TRENCH W/ EXTRA
BOTTOM OF DITCH 6" MIN STRENGTH FILTER FABRIC
6" FILL I
SECTION—BB
A 1k-�RND.
1—` SLOPE
��' BPLAN ur+E �i _
ED I I-111-111=1 I L-1 11=1 I I- ,- I
ANCHOR BURLAP STEEL POST 2 ��� ,� SEE PLANS 2'MIN
6" MIN WOOD POST 3'/��//\ \\�\��/rte\\�� 2 i 2LEVEL OF
LOW I I—III = _ _ _ 1-1 T —
�� LOWEST EMBANKMENT -III— —III I � I
l U ' III -III -III -III -III -III_ -
�V II CLASS 1 STONE
SEE
NOTES: PLAN
NOTES. �\ 12"� NOTES:
(1) FENCE FABRIC SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND SHALL HAVE A �i 1. DRAINAGE AREA NOT TO EXCEED 50 ACRES. GRAVEL BEDDING
STEEL POST TO BE MINIMUM of 6 LINE WIRES WITH 12" STAY SPACING. \�\� \ \� \ 3MAXIMUM DAM
SPILLWAY HEIGHT
CAPABLE OF CARRYING OR FILTER FABRIC
DRIVEN IN 2', WOOD (2) BURLAP SHALL BE 7 1/2 OZ. WEIGHT AND A MINIMUM OF 32' IN WIDTH, BURLAP .
POST TO BE DRIVEN SHALL BE FASTENED ADEQUATELY TO THE FABRIC AS DIRECTED BY THE ENGINEER. THE 10 YEAR STORM.
SECTION—AA 4. SIDE SLOPES UPSTREAM: 2:1
IN 3'. (3) STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE SELF-FASTNER ANGLE DOWNSTREAM: 3:1
5. CHECK STRUCTURE AFTER EACH RAINFALL.
STEEL TYPE. 6. CHECK STRUTURE FOR EROSION, PIPING
(4) WOOD POST SHALL BE 5 TO 6 FEET IN HEIGHT AND 3 TO 4 INCHES IN DIAMETER, AND ROCK DISPLACEMENT AFTER EACH
REPAIR
SILT FENCE WIRE FABRIC SHALL BE FASTENED TO WOODEN POST WITH NOT LESS THAN # 9 2 ROCK DAM 7. RP-RAPRSHALLDBE CLASS EBIATELY. 3 RIP -RAP LINED CHANNEL
WIRE STAPLES 1-1/2" INCHES LONG.
NO SCALE (5) REMOVE WHEN VEGETATION IS ESTABLISHED. NO SCALE NO SCALE
DETAIL 1
J�� �' �B
UPSTREAM END OF A ry A
STORM DRAIN OVERFLOW SEEDING SPECIFICATIONS 1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
1/2 DL4METER OF PIPE STREAM CHANNEL
OR 12" WHICH EVER IS 5' MAX � r ADVERSE SOIL CONDITIONS, IF AVAILABLE. r-jj---- ''
GREATER COARSE AGGREGATE �yeANK HEIGHT yyy `I�\ i .......... 1/3 PIPE 2. RIP THE ENTIRE AREA TO 4 INCHES DEPTH. 11D z
111
EARTH FlLL COVERED BY
6" DEEP LARGE ANGULAR ROCK – y y µ yyyyyy�y 1 / _ °. *' .'y DIAMETER 3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING L_
SURFACE REASONABLY SMOOTH AND UNIFORM.
FILTER FABRIC - yV �� o0 0 p ° ° ���I , / Hyyyy yy � SURFACE
RF CE F OW � ' 4. APPLY AGRICULTURAL LIME UNIFORMLY AND MIX WITH SOIL. o
H y1 y oco ° p O o y a 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY
1=1III IHI I�III- �I1=1IrlIbl IbI�iJ' y� 1�y y ° oO, o i o ° 00 O J ° r
11 y y' oo- 0/0 w �o p o 0 0° o°_ euRti B°TTo►+ UNIFORM SEEDBED IS PREPARED 4 INCHES DEEP. RAD= D _ L� 6
d0 0 C� o ° ° '-1==� °F PLYWOOD 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
y o 0 0 �- --� 7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
WITH SOIL AFTER SEEDING. L 3 H
-II - ,, 11 11=1f y III yw y y NOTE: ALL PARTIALLY COMPLETED STORM DRAINS 3/4" EXTERIOR PLYWOOD 8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR H
I III-Ill"TI�IIILITf (I�III-1I1- I } Why STONE APPROACH SECTII SHALL BE PROTECTED AT THE END OF RESEEDINGS. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH
/ 5:1 MAX. SLOPE ON ROAD EACH DAY IN ACCORDANCE WITH THESE STEEL FENCE PLYWOOD INLET PROTECTION
CAPACITY OF PIPE CULVERTS ELEVATION STONE OVER FILTER CLOTH DETAILS. POST (TYP) FOLLOWING ORIGINAL LIME AND SEEDING RATES.
TOGETHER = BANK FULL FLOW UPSTREAM END OF ��\/\/� DEPTH
J STORM DUNOVERFLOWAPPLICATION RATES GEOTEXTILE N
BEDDING 9"
FLOW R URE AND
EARTH FILL COVERED BY SURFACE FLOW I II'::: II Y SE x/10 OS SF ABRUZZRYE
tNGTOA MIXTURE.
OSEED MIXT MATERIAL
LARGE ANGULAR ROCK
k( 3:
4 .....:: DIVERSION
tr :a• ' iDIAMETER AGRICULTURAL LIMESTONE 100 LBS./1000 SF (140 LBS./1000 SF IN CLAY SOILS) SECTION A
ORIGINAL STREAMBANK—\A, °' MULCH - 100 LBS./1000 SF - SMALL GRAIN STRAW
COARSE AGGREGATE y y yyyy � yyyy yyyy WASHED STONE FILTER :d.:. .. .,. ANCHOR - APPLY EMULSION 0 7 GAS. / 1000 SF MIN. 3D DEPTH
ACROSS PIPE INLET .• ° � • � MAINTENANCE D
STONE ti 1. CONTRACTOR SHALL WATER AND MAINTAIN ALL SEEDED AREAS UNTIL AN DD
HARDWARE CLOTH ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED. r
FILTER CLOTH 2. ONCE AN ACCEPTABLE STAND OF VEGETATION HAS BEEN ESTABLISHED, GEOTEXTILE
THE CONTRACTOR SHALL REPAIR ALL DAMAGED AREAS AND MONITOR i9'- BEDDING
STONE FILTER INLET PROTECTION THE SEEDED AREAS UNTIL THE VEGETATION REACHES A HEIGHT OF SECTION B-13MATERIAL
TEMPORARY STREAM CROSSING OPTION 4 INCHES.
3. AN ACCEPTABLE STAND OF VEGETATION SHALL BE 92% COVERAGE OR
25' STREAM CHANNEL MINIMUM BETTER. USE TYPICAL SECTION SHOWN ON PLANS OR
NORMAL SIDE SLOPE, BOTTOM WIDTH, AND
MINIMUM TOP OF BANK DEPTH OF CHANNEL, DITCH OR NATURAL GROUND.
TOP OF BANK
4 TEMPORARY STREAM CROSSING PIPE INLET PROTECTION PLYWOOD AND STONE SEEDING NOTES 10 PIPE OUTLET PROTECTION
ZY NO SCALED29 NO SCALE D29 NO SCALE 029 NO SCALE
50' MI
�o o 0000� acted Soi 2' MIN.
Com
co 0 000 0 0 0000 0 o D � 0000 p `
r0000 0 0 000 % 15' OR WIDTH OF
v o 000 0 0 O o 00 0 0 0 0 00o PROPOSED TRAIL,
z EXISTING 0 0 0 0 0 0 0 0 0 o WHICHEVER IS FIoW
otLEAN STONE(NO. 5�/) m ' 18 " min.
-�
ROADWAY o0 0 00 00 0 00 00 0 og GREATER. _ _
CD Q%% 0 00 0 0 �g 0 0 0 0 0 0 0 0.9
I 11111—i I I
00 0 b' o ®0 0 0 0 0 -__rt�111
— _
IN CHANNELS, ROLL OUT STRIPS OF NETTING PARALLEL TO THE 0 00 00 0 0 0 0 0 0 0 00 00 000 0 0 00 0 — —
DIRECTION OF FLOW AND OVER THE PROTECTIVE MULCH.
$o Qo 0 0 0 o Qo�o 0 8 0 0o 6' TYPICAL
— PLAN
c II -I�1=III=III- ANCHOR NETTING IN DESCRIPTION BY APP
=111 -III_ 1=1' A 12 -INCH TRENCH
12 -INCH NEW CONSTRUCTION REVISION DATE
'III -1 111 �
,, OVERLAP
JOIN
STRIPSOVERLABY ANCHORING EXISTING 50' MIN. 15' MIN. DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
3 ROADWAY -� CRABTREE CREEK TRAIL
m DRAWN XXX
RALEIGH, NORTH CAROLINA
w � ...�.�
6" MIN. CROSS SECTION 12• MIN. TEMPORARY DIVERSION DIKE CHECKED GLA
029 NO SCALE APPROVED JLM SOIL EROSION
SUBMITTED Jug DETAILS
a
LL_
z
cu r7STRAW NET &SYNTHETIC MAT LINED CHANNEL s CONSTRUCTION ENTRANCE
D29 NO SCALE 029 NO SCALE
HAYES, SEAY, MATTERN & MATTERN,INC. SCALE comm.O7522
W FINAL DESIGN NOT RELEASED FOR CONSTRUCTION ARCHITECTS — ENGINEERS — PLANNERS AS NOTED
J
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D29
■

Part 2 Products Specifications 2.01 Manufacturer
How to Specify A. Pin Foundations, Inc. 8607 58th Ave. NW, Gig Diamond Pier S stems
Harbor WA 98332 206 858-8809 Y ( )
This information has been developed to assist landscape 2.02 system Type
architects, architects and engineers in providing standard A. Speed PileButterflyClip - Bracketslchps shall be hot format specifications for specific projects. It is to be used only dipped galvanized steel with hot-dip galvanized lag or Use for boardwalks Use for boardwalks
as a guideline, and should be altered as appropriate to fit specific thru bolts and eleetro galvanized lock washers. Typical
li to be A36 hot-rolled steel or stainless, without railings. with railings. conditions or project design. Italicized language indicates brackets/c ps ,
information which will vary depending on the foundation product B. Diamond Pier -Precast heads to be minimum 3500 psi 4"x12" Pressure treated beam. Use with ;d beam. Use with 2"x I O"
1 e c ntact a Pin Foundations re resentative to concrete six sack mix 3(8" a e ate with 6% air 4x10 Pressure treated be 9 you choose. Peas o p ggr g > e 4# bar confmin rin s. use with 2"x8"joists with galy. joists on top ofbeam -Field adjust heig] review revisions for your applications. entrainment. Reinforcing to b g g to level boardwalk. Minimum height 28' -Field adjust height ~4 RE-BARS 12" [inimum height 28".
Cast in place sleeves to be schedule 40, UV resistant joist hangers -Field adjust height
raj PVC. See 2.04 for connection style. to level boardwalk. Maximum height 18". Part 1 Gene Galv. mounting bracket et
2.03 Pins/Capacity -use standard 4"x6" 1.01 ScopelDescription
A. All pins to be used in pairs. Capacity relative to Galy. mounting bracket post bracket. A. The general ccnditons, alternates and addenda, applicable 12"
drawin s and technical s ecifications shall a 1 to all work length, diameter, and driving angle in site specific soils. -use standard 4"x6" g p pp Y All Pins to be schedule 80 galvanized steel, mitered or post bracket.
under this section. blunt driving end. Pins to be capped with black UV
B. The CONTRACTOR shall famished all materials labor, resistant ethyl propylene caps, sealed with 50 yeaz equipment and incidentals as shown, specified and siliconized latex caullc.
required to install Pin Foundations. 2.04 Conneetion/PostBeams
C. Work includes preparing site and soil, furnishing, preparing
n nt ali 'n levelin lumbin and A. Diamond Pier connection to be galvanized steel post foundatton compo a s, gm g, g, p g base attached to pier with single 5/8" galvanized anchor 1-1/2" Dia. sch 80 Galy.
installing foundations components, setting and driving bolt or by embedment. Alternate connections -provide steel pipes Typ. foundation pins, locking pins and cappnig pins.
(4) #4 bar stub steel for connection to cylindrical site 1.02 Related Work formed concrete riser, or provide (2} %z' galvanized steel Pins
A. Superstructure Construction anchor bolts spaced to receive plate end of a galvanized PLAN VIEW
Note: B. Wood treating/Field Treating steel riser. Anchor pins to be 10' in length.
C. Load Testing B. Pressure treated posts to have factory treated ends at
1.03 References/Standards soil contact. NOTE:
A. ASTM A 53 -Pipe, Steel, Black and Hot dipped, C. Continuous grade Beam stringers to be connected a ALL FOOTINGS TO BE - PRE-DRILLED, THEN
Zinc-coated butts with Speed Pile Splicing Brackets. CLEANED AND CHECKED
B. ASTM A 123 -Zinc (hot-galvanized) coatings on 2.05 Superstructure Shaped Steel Products A. See Section BEFORE POURING.
C. ASTM A 153 -Zinc coating (hot-dip) on Steel Hazdware
D. ASTM A276 -Stainless Steel Shapes Part 3 E%eCUt10n 6"x6" PRESSURE TREATED POSTS (2)18 #4
NO SCALE E. ASTM, ACI and CRSI standards for precuts concrete products 3.01 Inspection/Testing RE-BARS
F. ASTM D-1143-81-Standard Method for Pile Testing A. Contractor shall verify superstructure layout, spans EACH WAY
G. MSDS Pasminco# 119 (rev-1)1211411987 -Zinc and resulting loads for consistency with the NOTE:
Material safety Data Sheets manufacturer's evaluated capacities or approved load test 24" THIS SYSTEM IS NOT
lA4 Delivery Storage and Handling results, and report any inconsistencies tothe owner's „ DIA. TO BE USED WHERE 1 THERE IS CONSTANT
A. Contractor shall veri u on delive that all the proper agent prior to installation. p ry 3.02 Site re - - - EXIST. GRADE STANDING WATER
materials have been received. p p AND~OR WHERE THERE
B. Contractor shall rotect the materials from damage. See A. Alteration of site soils or vegetation is to be kept to p an extreme minimum to avoid erosion and the need for Temporary Product Storage of Galvanized Components in IS EXTREMELY POOR
Manufacturer's Installation Instnictions. re-vegetation See Sections for erosion Orient and/or rotate piers so that e ierssothat 12" SOILS. CONSULT SOILS P
C. Contractor shall review MSDS documents and maintain control measures and revegetation. pins do not conflict with existing twithexistin REPORT FOR SOIL g CONDITIONS. erify before
a co on site at all times. B. Extreme care shall be taken to assure that no conditions. Field verify before pY deleterious material such as galvanized coating panicles, installation.
1.05 Submittals siliconized caulk, or equipment lubricants be allowed to
A. Latest edition of Manufacturer's Installation Instnrctions. enter the surrounding site. NOTE:
B. Samples of all foundation products to be used in the C. Speed Pile top bracket or Diamond Pier capped pin work in this section i 1 t ve. Do not ode or
ends to be access b e a grade or abo gr C. Stamped shop drawing of foundation system details excavate site to provide level grade for system Note: 3'-6° CONC. FOOTINGS USED MIN. AS BALLAST PLUS
and connections to s ersttucturc (For bidder designed installation. See Su fracture Installation, Secrion Use Diamond Pier up pers ~ SUPPORT 11 CU. FT.
foundation support.) System as an alternate 30" OF CONC. PER POST -
' otechnical evaluation of foundation s stem 3.04E ui mentlInstallation to driving 6"x6" posts D. Manufacturer s ge Y g p MIN. MIN. 1600 LBS. EACH POST
Load capacities for this project. A. Foundation system to be installed with into the ground. SOIL
1.06 Quality Assurance/Testing hand cazried/hand-held tools only. A. Soil testing and outside inspection or vendor supervision will B. Pins to be full length as specified before driving.
be paid for by the owner. No coupled or welded pins are to be used.
B. The Contractor shall provide all necessary equipment and C. Follow Manufacture's Installation Instructions for
personnel to perform and monitor pile load tests. Bracket attachment or Pier Placement and Pin Driving.
Pins to be driven with 60# or 90~ electric pneumatic Installation jackhammer. Pins maybe "set" the first foot of length „ 50 OR 60 PENNY
or driven the fma12" with a sledge hammer, if pin end 6 NAILS EACH SIDE
You will need: Diamond Piers with the corresponding damage is minimized or removed before capping.
number of Pins and Pia Caps, a shovel, automatic D. Pins may be cut off in a partially driven position if 24
driving hammer with driving head, a sledge hammer, a they meet substantial resistance in the soil. Refer to level, wood braces and stakes, a reciprocating or cut specific Manufacturer's Installation Instruction N O SCALE MIN
off saw with a steel cutting blade, and a hammer and procedures for establishing proper conditions before 3000 PSI
nails. (Note; Most applications will not require the use CONCRETE
of a cut off saw cutting pins.
Step 1: At the first predetemuned sighting point, dig a
hole with a conical base which is approximately the Notes
sha e of the base of the concrete pier and slightly POLYCAP P
larger than the pier itself to allow for adjustment. See Architect's or Engineer's specifications for the depth of Note 1: Do not drive a Pin all the way down at once if this
the hole. Typically the pier should sit high enough so causes the Pier to be pulled to one side. Continue to rotate
that attached wood is 6" above grade. However, this around the Pier, driving the Pins in increments, until the
distance is not critical with pressure treated timbers, growing strength in the pile group is sufficient to allow final
and accessibility to the upper ends of the driving driving. If loss of plumb is not a problem, the Pins maybe sleeves will govern depth. On sloping terrain, dig the driven all the way one at a time. Also, do not continue to
hill i so that the concrete ier hammer away at a Pin which is bouncing or rattling against 14 GAUGE, A hole dipper on the up s de p 14 GAUGE, A36, GALV. STEEL
an im assable ob'ect if it causes the Pier to ride u the ile GALV. STEEL sits level. p ~ p p DRVEN P1NCI DRNEN PINCH BAR
along the sleeve. Ensure that the pier will remain in place DRIVEN PINCH BAR
Step 2: Position the concrete pier in the hole, and when encountering difficulties in the soil, and when following plumb and brace as necessary. At this time the hole the steps in Note 2.
may be backfilled as a substitute for bracing, provided PVC SLEEVE °
lamb or centerin Note 2: If a Pin meets substantia(resistance in the soil before PVC SI that no further adjustments for p g IN COP IN CONC. BASE NO SCALE
be required during or after the driving of the Pins. See it has been driven its full length, it may be left in this partially BASE Note 1. driven position and cut off at the top of the pier sleeve and
~ capped, provided: 1) the pin will not drive more than an inch .
~ h the drivin drain a full 60 seconds of uninterrupted automatic PVC S a Step 3: Slide each of the Pms throug g g LEEVE
r sleeves in the concrete ier and su ortin the in in hammering with a 901b. hammer, 2) attempts to drive the pin IN CONC. ~ p pP g P with a sin le sudden 101b. sledge hammer blows have been BASE
t m 10 to 16 inches into g t f the sleeve se the the cen er o z the soil with the sled e hammer. Then drive each Pin made, and 3) if after a 24 hr. period, attempts to redrive the Pin g
o alternately in increments with the automatic hammer, using both methods 1}and 2) have been made. The pin STOP TABS PIN
~ periodically checking for plumb and centering. The must be driven at least 6" below local frost line if it is to be cut BEYOND 0
N upper end of the Pin Pile should be left just far enough off. If this is not the case, the obstruction maybe close enough
m above the top of the pier sleeve so that the action of to the surface that it may be dug up and removed, and the the driving head of the automatic hammer does not pier reset and Pin redriven. The pier may also be fumed, or
~ damage the sleeve or pier. Do not attempt to drive the relocated within the parameters of your superstructure design
cw pins all the way down just with the sledge hammer, or in order to avoid underground obstacles. NOTE:
co allow the wei t of the auto hammer to force the in DRIVEN PIN THIS SYSTEM IS NOT o ~ p against the lower half of the sleeve. The piers are Note 3: The upper Pin end may be treated before capping TO BE USED WHERE 'STEM IS NOT USED WHERE
concrete and may crack if subjected to continued With a cold galvanizing compound, if specified by your THERE IS CONSTANT IS CONSTANT
impact blows in this orientation. Architect or Engineer. STANDING WATER IG WATER REVISION DATE DESCRIPTION BY APP
AND/OR WHERE THER WHERE THERE EMELY POOR DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
Step 4: Finish driving each Pin flush or below the top of Temporary Product Storage IS EXTREMELY POOR the sleeve with the sledge, being careful not to damage the SOILS. CONSULT SOII CONSULT SOILS
precuts pier or upper ends of the sleeves. The Pin Cap should To avoid the bulky white deposit known as "wet-storage stain", REPORT FOR SOIL FOR SOIL
fit snugly inside the bell end of the sleeve, loosely over the pin, all galvanized products shipped in bundles, stacks, or cardboard CONDITIONS. ONS. DRAWN JSM RALEIGH NORTH CAROLINA
i and should be pushed down until it stops. Caulk around the seam cartons, should be protected from moisture until they are between the cap and sleeve with a 50 year Siliconized caulk if separated and put to use in exposed environments. If products
w ~ required. If you are using pinch bars, these should be hammered are shipped wet, they must be separated and thoroughly dried CHECKED GLA
a fully into the space between the sleeve and pin, typically within before restocking or rebundling. If indoor storage of the products
~ the top half of the sleeve cavity. is not possible, they must be kept off the ground, covered with an N 0 S C A ~ E APPROVED JLM
4 opaque plastic or canvas tarpaulin covering, and the bundles or ~ Repeat steps l through 4 for the stacks slanted slightly to allow condensation to drain. (1)
~ Remaining Concrete Piers SUBMITTED J(.M
N 1. American Society for Metals, Metals Handbook
~ Ninth Edition, Vol. I, (USA, 1978), p. 169. ~ • cn HAYES, SEAY, MATTERN ~c MATTERN INC. SCALE COMM. N0. 7522
w • J ARCHITECTS -ENGINEERS -PLANNERS NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H L RALEIGH, NORTH CAROLINA DATE g/2/gS SHEET

NOTE:
6' O.C. MAX. TO BE USED WITH BOARDWALKS
WITHOUT RAILINGS ONLY.
HOLES - HOLES FOR 5/8" ~ 2x8 JOISTS 20" O.C. ~
BOLTS BOLTS(BOTH SIDES CONT.- LAP 12" NP. ~
D. Steel Bracket: O F B Helical Anchor Specifications OF BOTTOM SEAT). °7
1. Bracket Body: Hot-rolled structural steel, ASTM A 36. „ 2. Pipe Assembly: Carbon and alloy steel mechanical tubing, ASTM A 512, or ASTM A 513. " 3
1.03 REFERENCES 3 1 4 GI 1 /4" GALV.
PART3 EXECUTION STEEL E A. ASTM A 29IA 29M -Steel Bars, Carbon and Alloy, Hot-Wrought and STEEL PLATE HURRICANE ANCHOR AT
Cold Finished. 3.01 EXAMINATION 1 EACH JOIST(TYPICAL)
B. ASTM A 36/A 36M -Structural Steel. 1-1 2 ~ _ ~ ~2~~ REFER TO DETAIL
C. ASTM A 53 -Pipe, Steel, Black and Hot-Dipped, Zinc-Coated Welded A Verify site conditions under provisions of Section [01039.]
and Seamless. 7" 1 -Zinc oatin of Di on Iron and Steel Hardware. 2 - 2 3 ~ D. ASTM A 53 C g (H p) 3.02 PREPARATION 2-2 3/4" EXIST. GRADE FOR CONNECTIONS 4"x8"x10' LG. 1-t/2" BEAM SEAT (BY A.
B. ASTM A 193lA 193M -Allay-Steel and Stainless Steel Bolting Materials 2-3/4" BEAM TYP. OR ~ ~B. CHACE COMPANY)
eratare Service. lacement method which will not cause dama e to nearb structures. 2 - 3 / 4' for Hrgh Temp A. Use p g Y (2) 2x8's W/
F. ASTM A 252 - Welded and Seamless Steel Pipe Piles. B. Prepare to place piles from [existing site elevations.] [excavated working elevation.] G. ASTM A 320/A 320M -Alloy-Steel Bolting Materials for Low-Temperature „
3-1 2" Service. 3.03 INSTALLATION 6 1/2" CENTER
H. ASTM A 512 -Cold-Drawn Buttweld Carbon Steel Mechanical Tubing. I N S I D E SPLICE
I. ASTM A 513 -Electric Resistance Welded Carbon and Alloy Steel Mechanical A. Install by certified contractor or dealer. DIMENSION BEAM S E Tubhig. B. Connect helical pier to the structure, use manufacturer approved steel bracket or -BEAM SEAT
J. ASTM A 570 -Steel, Sheet and Strip, Carbon, Hot-Rolled Stuuctural Quality. approved reinforced steel concrete haunch.
K. ASTM A 572 -Latest Revision, HSLA columbium-vanadium steels of structural C. Provide installation torque units, rotary type, forward and reverse capability, electric 1-1 2 1-1/2" i. D.
uali or hydraulic powered. Capable of positioning the pier at the designed angle. 1 2" LENGTH q tY {NOM.) STEEL '
L. ASTM A 607 -Steel, Sheet and Strip, High-Strength, Low-Alloy Chromium D. Connect the installahon amts with manufacturer's approved adapters. Provide safe N 0 M . ~ connection to iers and extensions. SLEEVE or Vanadium, or Both, Hot-Rolled and Cold-Rolled. p T U B I N G TUBING
M. ASTM A 635/A 635 M -Stainless, Sheet and Strip, Heavy-Thickness Coils, E. Minimum drive equipmentrating to equal or exceed the maximum torque rating of the 1 -1 /2" SQ. STEEL
Carbon, Hot-Rolled. specified helical pier.
N. ASTM A 656 -Hot-Rolled Snuctura(Steel, High-Strength Low-Alloy Plate F. Securely connect drive equipment to the pier during installation. G. Monitor torque applied by the installing units during the entire installation and record S 0 I L A N C H 0 R B EA M with ApprovedFormabiGty. BEAM SEAT SOIL ANCHOR (7'
0. ASTM A 715 -Steel, Sheet and Strip, High Strength, Low-Alloy, Hot-Rolled values achieved on each pier. 1-1 2" SQ UAR E ABOVE) 5' LENGTH MINIMUM)
H. Provide for ue monitorin device as art of the installing unit or as a separate in line AB OVI and Steel Sheet, Cold-Rolled, High-Strength Low-Alloy, with Approved q g P device. GALV. STEEL, 7 SOIL ANCHOR NOTE: CHANCE COMPANY.
Formability. I. Make available calibration torque monitoring data for Architect, Inspector, or Owner. SHAFT TOTAL LENGHT OF EACH ANCHOR TO BE
P. SAE J429 -Mechanical and Material Requirements for Externally Threaded J, position helical ter as indicated. Establish proper angular alignment at the start of MIN . OVERALL Fasteners. p DETERMINED IN THE FIELD BY THE OWNER'S
installation. LENGTH K. Install a smooth and continuous manner, rate or pier rotation five to twenty revolutions REPRESENTATIVE BASED ON ACHIEVING THE
1.04 DEFIlVITIONS per minute. BEAM SEAT SPECIFICIED BEARING CAPACITY (AS MEASURED
L. Apply sufficient downward pressure to advance pier. A. Helical Pier: The A.B. chance Helical Pier Foundation System consists of M. Provide extension material to obtain indicated depth, couple with high strength bolts, SLEEVE BY INSTALLATION TORQUE).
helical steel piers with one or more helically shaped steel plates attached to torque to 40 ft lbs.
a central steel shaft. Extend piers by adding shaft extensions. N. Remove encountered obstructions, or relocate helical pier and adjacent helical piers as
required.0. Install to nilnimum depth indicated. Provide ground cover, 5 ft minimum,
1.05 QI i:1LITY ASSURANCE above the top helix. Obtain written permission from Architect/Engineerbefon proceeding if indicated depth or minimum torque cannot be obtained. DETAILS LONGITUDINAL SECTION 4°x4°X~6' LG. CURB
A. Installer: [Certified A.B. Chance dealers] [Company specializing in performing
the work of this section] with documented certification. 3.04 FIELD QUALITY CONTROL N O SCALE
B. Design helical pier foundation system by a certified A.B. Chance dealer or designer, or a Professional Structural Engineer experienced io design of this A. Field inspection [and] testing when required will be performed under provisions of NO SCALE CONT. - FASTEN W/ GALV. LAG BOLTS
work and licensed [at the place where the Project is located.] [in the State of Section [01400._x. NOTE: 10' MAX.
[ B. Monitor torque applied by the installing units during the entire installation.
C. Provide torque monitoring device as part of the installation unit or as a separate in-line PART 2 PRODUCTS device. (1) HURRICANE ANCHOR 20" 20° ANCHOR IN PLACE
PER EACH BEAM /JOIST WITH GALV. PLATE NP.
2.01 MA tJUFACTURER 3.05 PROJECT REOCRD DOCUMENTS CONNECTION TYPICAL I I I I I
X I I I I
A. A.B. Chance Company, a subsidiary of Hubbell Corp, 210 North Allen Street, A. Submit under provisions of Section [01700.] Centralia, MO 65240-1395. B. Accurately record the following:
1. Type (number and size of helices), and size.
2.02 MANUFACTURED COMPONENTS 2. Deviation from indicated locations. 3. Actual locations of helical piers, pier diameter, and pier length. (2) 5/8„ GALV. ~ ~ BEAM 4"x8"x10' LG.
The following paragraphs specify materials that are supplied by the manufacturer. 4. Installation angle below horizontal. HEX HEAD BOLTS ao ~ ~ ~ ~ ~ _ ~ OR (2) 2x8's W/ 1/2"
Size and strength rating are determined by the application. Edit accordingly. 5. Extension length along shaft and datum. (W/(1) NUT & (2) ~i CENTER SPLICE
6. Anchor testing (if required). WASHERS EACH). 1-1/2" EXISTING GRADE
A. Helical Plate: 7. Torque installation records on all piers.
1.5 5011 ft lb iers: Hot-rolled steel plate, ASTM A 570, A 572, A 607, A 635, 8. Torque monitoring calibration data. P or equal. 3.06 DEPTH AND TORQUE TOLERANCES BEAM SEAT I'
2.10,000 ft Ib piers: Hot-rolled steel plate per ASTM A 635 or A 715, minimum
yield strength 80 Ksi, minimum ultimate strength 90 Ksi. A. Helical piers that reach maximum torque rating before reaching minimum indicated ~ ' ~ I ANCHOR BY A. B.
3. l 1,000 ft Ib piers: Hot-rolled steel plate, ASTM A 635, A 656, A 715 or equal. depths shall be subject to the following:
4.15,000 ft Ib piers: Hot-rolled structural steel, HSLA plate with improved 1. Terminate at depth obtained with written approval ofArchitect/Engineer. formability. Conforms to ASTM A 656 Type 7. 2. Replace helical pier with smallerand/or less helices, installed 3 ft minimum beyond SOIL ANCHOR INSTALLED ~ . j i it I CHANCE COMPANY
B. Pier Shaft: termination of original helical pier. TO MINIMM DEPTH OF 5'
1.5,500 ft lb piers: Hot-rolled, round cornered square steel bar, ASTM A 29.
2.10,000 and 15,000 ft lb piers: Hot-rolled round cornered square, HSLA steel bar, ASTM A 29. END OF SECTION
3.3-1/2 and 6-518 Inch O.D. tubing: Steel pipe piles, seamless or straight welded, NOTE:
ASTM A 252, Grade 2: or steel pipe, ASTM A 53 type E or S, Grade B. ANCHOR TO BE INSTALLED
NOTE: C. Bolts: VERTICAL & PLUMB SO AS
1. Helical pier boltsasindicated. 1. HELICAL ANCHORING SYSTEM BE BY ~ i BE BY A. B. CHANCE COMPANY: TO PROVIDE LEVEL DECKING.
2. Steel Bracket:
a. Lifting Bolts: SAE J429 Grade 2 or 5.
b. cross Bolts: sAE J429 Grade s. A. B . CHANCE C 0 M PANY e. Anchor Bolis~stuas: sAE J429 Grade 5. 210 N 0 RTH ALL STREET NOTE:
8'-3" O.C. MAXIMUM THIS SYSTEM IS NOT TO BE
CENTRALIA, M0. 65240 USED WHERE THERE IS
CONTACT: MR. BRENT CHISHOLM SHOLM CONSTANT STANDING WATER
1075 PINEBLOOM DRIVE )M DRIVE AND/OR WHERE THERE IS
ROSEWELL, GA. 30076 30076 TRAVERSE SECTION EXTREMELY POOR SOILS.
TEL: [phone] CONSULT SOILS REPORT FOR
C FAX: [phone] NO SCALE SOIL CONDITIONS.
a
s U
2. ANCHORING SYSTEM SHALL BE INSTAL BE INSTALLED AS PER THE
z MAN F TURER'S SPECIFICATIONS. U AC 0 (IONS.
0 0
3. CHANCE ANCHORING SYSTEM SHALL E ~ SHALL BE INSTALLED ONLY BY
A MANUFACTURER'S AUTHORIZED CON1 IZED CONTRACTOR/INSTALLER
Q
LISTING FURNISHED BY CHANCE DISTI 1NCE DISTRIBUTOR).
0
a REGIONAL CHANCE DISTRIBUTOR: UTOR:
REVISION DATE DESCRIPTION BY APP
FOUNDATION TRCHNOLOGIES, INC. INC. DESIGNED can CAPITAL AREA GREENWAY SYSTEM
m 3300 MONTREAL INDUSTRIAL WAY, Sl 3 ~L WAY, SUITE 8 CRABTREE CREEK TRAIL
TUCKER, GA. 30084 DRAWN JSM RALEIGH, NORTH CAROLINA
m
° 800 773-2368
W CONTACT: MR. SANDY HINTON m TEL: [phone] ON CHECKED GLA
a x887 APPROVED JLM FOOTING DETAILS
FAX: [phone] °844 (ALT: F-3)
a z SUBMITTED JLM
N HAYES, SEAY, MATTERN & MATTERN~INC. SCALE COMM.
•
W FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION ARCHITECTS - ENGINEERS - PLANNERS ~ NOTED N0. 7522
RALEIGH, NORTH CAROLINA DATE gUGUST, 1999 SHEET D31

1. ALL LUMBER SHALL BE PRESSURE
TREATED AS PER SPECIFICATIONS. 2. ALL LUMBER SHALL BE ATTACHED 1' ~ 1. ALL LUMBER SHALL BE PRESSURE
WITH GALVANIZED SCREWS, NO ~ NAILS SHOULD BE USED. ~ TREATED AS PER SPECIFlCAITON5.
2. AU Wfl 2. ALL LUMBER SHALL 8E ATTACHED WTfFI GALVANIZED SCREWS,
NO 3. TH NO NAILS SHOULD BE USED. 3. THIS IS A SCHEMAi1C
6'-0" ~ CO REPRESENTATION. ACTUAL FlEID CONSTRUCTION MAY VARY SLIGHTLY.
2' 6' O.C.
2"x6" TOP PLATE CONT. ATTACH W/3" GALV. i• RADIUS MBJ. 0-~ I~G~ RNL TIE WIRE
SCREWS 2 PER 30' CUT 2`x2"x3'WD BLACK 10'-0" MAX. SPACING
POST. 2x8 DECKING FOR LINK FEOACTED 12 GA flARBED WIRE 3 SIRANDS OF LANDING ON 8'x8" SUPPORT ARMS 1 5/8` DIA. BRACE RAIL 13-3 4 GAUGE
2"x4" TOP RAIL CONT. ATTACH W. 3/8" 1 "x4"x24"LG. COVER PLATE 3/8" GALV. TIMBERS OR POUR 4' O.C. DOUBLE V ON 45 BARBED WIRE 4" THK. 3000 PSI MIN. ANGLE. PRESSED WTtH 4 POINT
GALV. CARRIAGE BOLT FOR 4x4 POSTS ATTACHED a CARRIAGE BOLT W/ WASHER W/GALV. SCREWS CONC. LANDING ~ BARBS SPACED
W/ WASHERS BACK OF CURB 2"x6" CONT. HAND FOR ALL RAILS. AND/OR SIDEWALK OF CURB 5' MIN• ~ fOR ATTACHING 3 ROWS 5" APART EACH OR SIDEWALK OF BARBED WIRE ~
RAIL ROUND TOP ALL LUMBER SHALL BE PRESSURE POST TOP
EDGES ATTACH W/ (2} 2"x12" DBL. 2"x 2" x3' WD. TREATED AS PER SPECIFlCATIONS. 3/8" CARRIAGE BOLT STRINGER TYP. BLACK W/ VINYLE EXIST. STREET 2 1 2" TERMINAL ~ LINE POST TIES
a W/ WASHER. 23_1/2" COATED 12 GA. tt-t/2" 11" 2"x6"&2"x8"x5'LG. TREADS CHAIN LINK FENCE POST
ATTACHED W/3" GALV. 2x4 2"x4" PRESSURE SCREWS 2 PER STRINGER 2 6 2x8 GALVANIZFD TENSKN - CHNN LINK 2x6 DECKING FOR ~ o FENCE. FOR
M TREATED SPACER PER PUNK 2"x6" BOTTOM RAILS 20" 20" 20" CONT. ATTACH W/3/8" 2x4 TOE 1 2" ~ LANDING ON 6"x6" I WIRE TYPE TENSION CLIPS ~ ~ UMBERS OR POUR SEE SPECS. 3 4" THK. 3000 PSI TRUSS ROD AT
I GALV. CARRIAGE BOLT Pu+TE NOTE: 4' ~N• CONC. LANDING CORNER tE END 2" LINE POST
W/ WASHER 1" DRNG'E ~ FASTEN W/ 6"x6" TIMBER--~ OPENING 3" GALV. FOOTINGS 30° O.C. 3" AIR 8-1/2" SCREWS .6" TIMBER POSTS ANO TENSION WIRE ` OTINGS 30° O.C. ASPHALT TRAIL EVERY 100 FEET II II AS PER I~ I~
SPACE (2)5/8" GALV. HEX 2"x12" ~ AND/OR SIDEWALK CONCRETE FOOTING ---I MANUFACTURER'S
BOLTS W WASHERS Z.2x12-L X57 WASHED - / STONE BACKFlLL )NE BAHCKFlLL STRINGERS (TYP) I~~ SPECIFICATIONS -Iu) - -
GALV. LAG BOLT - FASTEN TO 6x6 GAIV. LAG BOLT N~• FASTEN TO 6x6 EXISTING • SEE PLAN FOR FENCE AND GATE LOCATION.
TIMBER TIMBER GRADE • SEE SPECS FOR FABRIC CONFlGURATION.
;~57 WASHED w STONE flACKFlII
2"x4" LEDGER Bx6 UMBER FOOTINGS ('fYP.)
AS NEEDED 12~
TEP TREAD 8c RISER zS T P CROSS SECTION SE 3 STEP ELEVATION EXTEND RAILING POSTS 4 AND POUR CONC.
32 D32 NO SCALE NO SCALE D3 NO SCALE FoDTwG ~ Posr 6' 32 NO SCALE o.c.(TYP.)
14'
1. USE CONC. SEGMENTAL UNIT-REINFORCED RETAINING WALL s/1s° o~ PuTFnRM w/ 15~ FELT !E
SYSTEM. FlBERGIASS SHINGLES
2. MANUFACTURER IS RESPONSIBLE FOR ENGINEERING OF FNAL WALL DESIGN. 2 (TYP.) 12" AS PER 5' 3' 1
3. CONTRACTOR SHALL CONSTRUCT WALL AS PER 12" ' MANUFACTURER'S INSTRUCTIONS. 10' TRAIL SHIRR ~HLDR UNIT MIN MIN
4. ALL FINAL ENGINEERING DRAWINGS SHALL BE SEALED 8Y A QUALIFlED REGISTERED ENGINEER. METAL ROOFlNG ED
5. SEE PLAN TOR WALL LOCATIONS. BACK OF CURB (TYP.) 6" SE ECT
BACK LL 2x6x18' LG. PRESSURE EXIST. STREET TREATm FACIA CONT.
45' CUT 4" C 4" CAP UNff 6" B01H SIDES (TYP.) GAIY. HURRICANE 2x4 ROOF TRUSS
2" TIES ON ALL 2' O.C. (rYPJ 1RUSSES BOTH
2"x6"x16' LG. RAILS 2" CONT. ATTACH W/ 1" RADIUS 2"x6"x16'LG. TOP SIDES (TYP.)
3/B GALV. CARRIAGE PLATE CONT. ATTACH BOLT W/ WASHER W/3' GALV. SCREWS (2)
30' PER PO5f CUT ( CONSTRUCT 2x10x51/2" BI.OGONG (2) 2x4xi6' LG. (2) 2x10x18' LG. MID-WAY BETWEEN STIFFNER & PRESSURE
2"x2"x3' WIDE GALV. i WALL VERTICAL 12GA BLACK NNYL y PO5T5 FOR BEAM CONL TREATED BEAMS y I GEO GRID (EVERY 38Q COURSE) BOTH SB1ES C~1L BOTH SIDES
COATED CHA1N LINK i I 2"x4°x16' LG. TOP FENCE I RAIL CONT. ATTACH CONC. SEGMENTAL
I W/ 3/8° GALV. RETAINING WALL 6" /57 WASHED
1"z6"z12 1/416. CARRU+GE BOLT UNITS COVER PLATE FOR W/WASHER STONE BEHIND I WALL
6x6 POST ATTACH I ' ~ W/GALV. SCREWS 4"x4" POSTS 2"x2`x3' WIDE GALV. + 0
~ < 4' O.C. 12 GA. BLACK VINYL ~ COATED CHAIN LINK ~ APPROXI/ATE EXCAVATION LNIE NOTE:
- 6'x6"x6' LG. POSTS FENCE USE KEYSTONE-REINFORCED
8' O.C. TYP. 11 1/2" 2'x6"x16' LG. WALL SYSTEM W/ STANDARD FlLTER FABRIC UNITS OR APPROVED EQUAL. 6x8X14' LG. PRESSURE
tLANDRAIL CONT. SLOPE 2X 2"x6"x41" LG. BACK ATTACH W 3/8" GALV. TREATED TIMBERS 8' O.C. (TYP.) i2" 10' TRAIL 12" 2'
BRACE MID-WAY CARR4lGE BOLT W/ BETWEEN POSTS WASHER
ATTACH W/ 3/8" - GALV. CARRIAGE BOLT ABC CRUSHED STONE BACKFlLL I
W/ WASHER TO EACH NOTE: CONTRACTOR SHALL BE
RAIL ,}q" ABC STONE BASE RESPONSIBLE FOR OBTAINING da..~ 0 FlNAL SHOP DRAWINGS
AIR SPACE rn EX5f, ND O O O O O O O O O O O O O O O O O D O D D O O O O O O O o 0 0 0 0 0 ooe°o°o°o°o°a°o°a°o°o°o°o°o°o°o°o°o°o°o°oooDOOOOOOOOOOOOOOOOOOOOOOO . FROM THE MANUFACTURER. ~`,I DODODDDODOOODOOOOODOOODOD°DODODOD°OODDDODODDDODODODOD°DODDDODODO000 ~ •
Q 4'O PERFORATED ALL SHOP DRAWINGS oDDOOODODOODODDDODDDDDDDDDDDDDDDO DRNN SLOPE SHALL BE SEALED BY A 3000 P51 CON °I .f "I a 0
oQQ~ Q 2°x4"x16' LG. I° I l as i TO DAYLKUTf QUALIFIED REGISTERED F001MG
U 00 SPACER 0 Qp0 ~ 23 1/2" ~~Q ~ Q ENGINEER. ~ < I 95 PA ~ ° ? 8" CRUSHED a % COM C1ED
~ ~ 0 3000 PSI CONC. 0 FOOTING TYP. i"x4"x29 1/2" LG. STONE LEVELING I ~ a° SUB-GRADE a PAD q I~ I,
OQQ Q COVER PLATE FOR a ~ 4x4 POSTS ATTACH a
Q //~~00 W/ GALV. SCREWS 0 " VO ,6 0 ~ ~ CONC. SEG N. MNTA NITR AI IN A C SEG E L U ET N G W LL
QOO MIN O a 2"x6"x16' LG. 3 2' MM.
~ BorroM RNL GoNr. NO SCALE 000 Q ATTACH W/ 3/8" SCALE
OU 3" GALV. CARRIAGE BOLT ~o 00 ~ ~ O QOQ W/ WASHER 8
~ ~Q~ ~ Q s QOD Q Q, 3 NO SCALE
000-
~ QoV~ p o~~ ~ _ . 000 000
z
0 0
0 N
Cll O
RAILING CROSS SECTION 5 TRAIL FENCING SECTION s
3 NO SCALE 32 NO SCALE H
C
7 REVISION DATE DESCRIPTION BY APP
f- CAPITAL AREA GREENWAY SYSTEM DESIGNED GtA
m 3
CU DRAWN RNC RALEIGH NORTH CAROLINA
m 0
w w CHECKED GLA
w m
a APPROVED JLlul
U J
Q Z H SUBMITTED
w
N CU LC7 HAYES, SEAY, MATTERN & MATTERN INC. SCALE COMM.
(n ' N0. 7522
W J ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
H LL RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D32
E

2x6 PLATE COM TYP.
2x4 CENTER RAIL CONT TYP.
2-1/4" 3" 2-1/4" 1 2-1/2 ~1 PffCH FASTEN TO 6x6 POST 2x4 TOP RAIL CONT. TYP.
2 1/4" 3" 2-1/4" 1 1/2"I 1/2"CDX EXTERIOR FASTEN 70 6x6 POST
a PIYW PLYWOOD 6x6 SUPPORT 4x4 RAILING 3' WIDE BLACK VINYL POST TYP. POST TYP.
2 2 2x6 RAFTERS COATED CHNN-LINK 2 O.C. 15~ FELT k FENCE 2" MESH-CONT.
SHINGLES Typ,
Bx8x12" LG. 2x6 WIND BRACE ON CENTER BLOCK ALL 2x8 RAFTERS GALV. HURRICANE _
45' ~ 2x8 2x8 MID-WAY (4 TOTAL) RAFTER RAFTER 2x8 RI RI TIES ON ALL RAFTERS _ - - - - - 2x4 ® ® e
~ BEAM I 2x4 VERTICAL SPACERS 3/8" GALV. CARRIAGE
2x8 1' (2} 2x10x1( FASTENED TO 6x6 POSTS BOLTS W/ WASHERS
BLOCKING (2} 2x10x10' AND RAILING LG. SUPPORT FASTEN BEAM
8x8x12" LG, BFAM UPPOR ~ 1 CENTER BLOCK I a-1/2" TYP. BEAM TO POST TYP. ® ® ® 2x4
' 6x6x8'LG. - SUPPORT Pi 6x6x8'LG. SUPPORT POST
' 0 I ~ ~
I ' 2x4 ' I ;BLOCKING 1x4 COVER PLATE
' AT POST ENDS TYP.
I DECKING ® 2x6
I 0 e
2x6 BOTTOM RAIL 4x4 GALV. POST 2x6 PLATE (2)2x10 OUTSIDE CONT. TYP. FASTEN ANCHOR FASTEN TO
FASTEN TO BLOCK TYP. 45' CUi BEAM IYP, ~ TO 6x6 POST POST & DECKING, TYP.
2x4 TOP RAIL SIDE VIEW ELEVATION VIEW
4x4 CENTER RAILING POST
TOP VIEW SIDE VIEW
3'-! 2x4 CENTER RAIL 3'-B• RAI I L N AI L
AIL 6x6 TREATED POST DET R WN CO 1 3
D33 D33 NO SCALE
NO SCALE (2} 2x10 TREATED EACH SIMPSON® "ABU66" POST ECKING 2x6 BOTTOM RAIL ECKING
SIDE OF 2x10 BLOCKING BASE 6x6 GALV. POST o ANCHOR-BOLT TO
_ THROUGH BOLTS - - POST & DECKING
IYP. APPROVED BY 2x10 ARCHITECT 2x10 BLOCKING
2 3 4" (2) 3/8" GALV. HEX 2x10 JOISTS
2 1 2" 7 8° / BOLT W/ WASHERS JOIST'. / / TYP. EACH POST II I I
I I \i (2) 2x10x10' II
. - I I II TIN AI ,._._1~- LG. BEAM TYP. 2 --CUT SURFACE I I I I ~ AI L DECK RAlt1NG 4"x4" RAILING
D33 I SIMPSON® °HU210-3MAX" 5/8"4 GALV. THROUGH NO SCALE _ NOTE: (SEE DETAIL) SUPPORT POST IYP.
~~t'i' ~1~~ GALV. HANGER EA. END BOLT WITH WASHER AT II I II 1 7/8" 2x10 BLOCKING FASTEN ALL FLOOR JOISTS 2 TWO
II II 3" ~ MIN. 3 2x10 BLOCKING I I 1.. (AT Ea 6x6 POST BEAMS W GALV. HURRICANE TIES ° N N N N
a" I I I 1 1/8" ~ LOCATION EA. JOIST & EA. BEAM N N N N
I12z-1/r II II II "x6" ROOF SUPPORT
II II II II POSTS TYP.
II II 2'~~; CTI N ' II 6x6 POST II
~ ~ D33 TYP. 6x6 POST 8
roP mEw/PLAN vlEw TO BLOCKING D33
CONNECTION
a° 6'-a"
~ o' TYP. ° O X O O O O O O O O X
6x6 POST N N N N N X X X X N tV N N N N
N
SIDE NEW xt x ATTACH (2}2x10's TO 2
~ GIRDER BELOW W/ (2) D33 SIMPSON "1'518" TWIST
AI L M DET R OF BEA OST & 0 P STRAPS IYP.
4
D33 NO SCALE 7'
(3)2x10 BLOCKING IYP. 0 EA. 6x6
POST ABOVE
LOCATION o 0 0 0
2 2x10x26'LG. K26'LG. N N N N N N N
2 2x10x26 LG. x26 LG. SIMPSON "HU210-3MAX" GALV. HGR. IYP. EA.
9'-9 1/2" END OF BLOCKING
(2)2x10x10'LG. 10' 6"x6" PRESSURE TREATED tE TREATED 8'-3" E SPECS) 4"x4" BOARDWALK
BEAM TYP. TYp, PILES TYP. (SEE SPECS) RAILING POSTS TYP.
t N~ O o
DESIGN LOADS N ~ N
GAZEBO FLOOR: LIVE DEAD " N N 60 psf 10 psf
2 2x10x26'LG. x26'LG.
BOARDWALK RAILING
2 2x10x26 LG. x26 LG. (SEE DETAIL}
2k8 2.~9
OBSERVATION PLATFORM
7'
c
E 11'-4" n x a0 co x
v a (2)2x10xi 6'LG. xT6'LG.
Z
0 2~ 2k8 2 2x1 x14 LG. D KFA R MiN P N x14 LG.
0 0 D33 NO SCALE
0 h
m BOARDWALK 0
ti a'
cu x
c N ~ p'f
REVISION DATE DESCRIPTION BY APP
3 2x12x10 LG.
m 3 '~`G~ CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
D 2x12x10'LG. )'LG.
m m 0 DRAWN JSM RALEIGH, NORTH CAROLINA
i w w
CHECKED GLA
m a
U J APPROVED JLM
a z
H SUBMITTED JLM
FRAMING PV PILE N FRAM I N D ETAI L ROOF G N 5 6 ING PLAN - FINAL DESIGN NOT RELEASED FOR CONSTRUCTION
D33 D33 NO SCALE NO SCALE HAVES, SEAY, MATTERN &MATTERN INC" SCALE coMM. ' N0. 7522
w J ARCHITECTS -ENGINEERS -PLANNERS AS NOTED
H RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D33

EXIST. TOP OF
EXIST. ROAD SURFACE CONC. WALK
ELEV. 202.44
" 2-5"
18
EXIST. CONC. BRIDGE DECK
15" 1 g' EXIST. 2"0
EXIST. SLOPE CONC. EXIST. SOIL CEILING
28" EMBANKMENT ELEV. 200.03 WOOD HAND RAIL NOTE:
~ 1 O' EXIST. CONC. KIST. CONC. ROUND TOP EDGES WELD MEMBERS TOGETHER IERS PAINT WELDERS W/ GALV. PRIMER
XI ONC. PIERS E ST C 1) ~ x5 LG. GALV.
ABUTMENT ~ 8 12 8 12 ARRIAGE BOLT EACH POST
~ -PROP. RAILING x
ELEV. 2x4 CONT. r I
~ 191.80 -SEE DETAIL EXIST. CONC. APRON x ~ 2x6 CONT. ~
1~ TO 1 SLOPE " 17 -0
2"~ N CONC. TRAI L
ELEV. 191.70
ELEV. 191.90 ~ 21" " 6" 6
y ELEV. 189.95 " " " 8x8 x21 STANDARD CONC.
' UNITS OR APPROVED EQUAL
SEE DETAIL •r GROUT IN PLACE
CLASS 2 RIP-RAP GEOGRID EVERY " „
3gQ COURSE - 30 THK. MIN. AT FROM THE TOP ,rc BOT. OF WALL MIN. 6" LG.
NOTE: eI1 PVC SLEEVES
USE KEYSTONE REINGORCED " WALL SYSTEMS OR APPROVED REMOVE EXIST. SOIL ~ 4 -8
EQUAL. EMBANKMENT AND EXIST.
CONC. APRON -REPLACE , - s ~ W ABC CRUSHED STONE ' ~ .
/ y~ . _ ELEV. 18 ~ ELEV. 185.51
" ELEV. " 12 ELEV. 18 - ELEV. 183.5f
12 #57 WASHED STONE 184,62 BEHIND WALL TYP. „
3 24 ELEV.
12" ABC CRUSHED 1$3.62
STONE LEVELING BED
2 TRAIL UNDERPASS -CROSS SECTION 24" STONE BASE 2 RAILING SECTION
D26 NO SCALE STABILIZATION D26 N0 SCALE
PROP. 2" 0 RAILING JLING
2" SCH. 40 GALV.
PIPE (TOP & BOY.
6" LG. PVC RAIL) ~ LG. PVC
3500 PSI SLEEVES TYP. CONC. SLEEVES TYP. 1~" SCH. 40 GALV.
4 RE-BAR PIPE (VERY. PICKETTS)
6x6 - W 1.4x1.4 6" 6" (4) ~4 RE-BAR WWF MID DEPTH CONT. 6"x15" AF )NT. 6"x15" APART
6'-9"
(2) #4 RE-BAR #4 RE-BAR 15" LG. 6'-3" 2" SCH. 40 GALV.
SLOPE 2% - 6" APART - 6" APART - 24" O.C. 6" 6" PIPE (SUPPORT POSTS)
" 5" TYP.
II
LJ
GEOTEXTILE ~ ~ ~ ~ , ~ z
FA RIC 3°CLR. TYP. ~ B 3'-6"
ABC CRUSHED 6" a ELEV 18' STONE BACK-FILL ELEV. 189.95
'ri ~~~c~'", 12" X57 WASHED r~ PAINT RAILING BRIGHT ~ ~ ~ i v i i i GREEN (SEE SPECS.)
STONE BEHIND
WALL TYP. ~t,~ ~~"~~."~1;~;.'
k~~ ,,c ~ {~-~~rJ"~ 1 /2 DOWEL E) ~ , ,r'~ 6" E.W. 18" 0. /2" DOWEL EXTEND „
75"~ E.W. 18" O.C. MIN. 6 LG. PVC SLEEVES

GEOGRID ~~~=~n~~~~~~~^U' , USE MAX. CORI !SE MAX. CORBEL
a/~~-ACS ~ ~ u :.'d
' r;4"1~1,ir41~~ 1.~_ O x1 U x21 J 8°x18"x21" STANDARD
-,f CONC. UNITS CONC. UNITS OR
APPROVED EG APPROVED EQUAL 3 RAILING ELEVATION
s CONCRETE TRAIL SECTION W RUNG
D26 NO SCALE D26 NO SCALE
~ EXIST. CONC.
a APRON MATCH PROP. CONC. APRON
ELEV. TO MATCH EXIST. EXIST. CONC. CONC. APRON
z APRON 1~ TO 1 „
SLOPE DOWEL EXTEND X. JT. o ~ E
° 6 E.W. FROM JT. ° 24" O.C. DOWEL EXTEND
12" 6"
N 6x6 - W/ 1.4X1.4 6 "E.W. FROM JT. WWF MID-DEPTH 12" 6" 24 O.C. Q
ti 2% SLOPE 6x6 - W 1.4X1.4
ti _ " WWF MID-DEPTH " ~ EX. JT.
o -a- 2%SLOPE
J REVISION DATE DESCRIPTION BY APP
f ~ Z ABC CRUSHED ~
DRILL EXIST. _ m STONE BACK FILL DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM
~ CONC. TO t0 ABC STONE a RECEIVE ~ "
m 3 CLR. BACK-FILL o DOWEL DRAWN JSM RALEIGH, NORTH CAROLINA
~ _
W VARIES CHECKED GLA
m GEOTEXTILE FIELD VERIFY a (2) #4 RE-BAR FABRIC
~ CONT. 6" APART GEOTEXTILE APPROVED JLM
a #4 RE-BAR 6" (2} #4 RE-BAR FABRIC
H LG. 24" O.C. CONT. 6" APART SUBMITTED J(„M
N N
3 CONCRETE TRAIL SECTION W EXIST. CONC. APRON 3 CONCRETE TRAIL SECTION W 0 EXIST. CONC. APRON HAYES, SEAY, MATTERN & MATTERN,INC. SCALE COMM.
_ _ AS-NOTED N0. 7522 _ ARCHITECTS ENGINEERS PLANNERS
H D26 NO SCALE D26 NO SCALE ~.L FINAL DESIGN NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST-1999 SHEET D34

N[ NOTE
C[ CONTRACTOR SHALL BE RESPONSIBLE LID FOR OBTAINING FINAL SHOP NOTE; 2'-0° 2'-0° 4'-0° 2'-0" 2'-0"
TES F[ NO DRAWINGS FROM THE MANUFACTURER, EXIST,
ANCHORS BY A,B, CHANCE OR NOTES DF USE SAIL " USE RETAINING WALL SYSTEMS IN AREAS Al USE RETAINING WALL SYSTEMS PAVEMENT ALL SHOP DRAWINGS SHALL BE IN AREAS WHERE SLOPE
APPROVED EQUAL EVERY 3RD COURSE 7 6 SE SEALED BY A QUALIFIED RETENTION AND AND
O.C. STAGGERED, LOCATED IN AREAS WHERE SLOPE RETENTION AND AND STABILIZATION IS NEEDED, CONDITIONS MAY RE DETERMINED BY SOILS ENGINEER, SEE DETAIL, 3 REGISTERED ENGINEER, STABILIZATION IS NEEDED, T. EDGE OF
8"x18"x12" SOLID VARY -APPROXIMATELY 800LF OF TRAIL WILL NOTE N EXIS CONDITIONS MAY VARY - _ _ i_ _ TH_ROAI__ PAVEMENT IS
D36 REQUIRE THIS DETAIL, USE SOIL ANCHOI CONC. CAP TYP, ~ SOIL ANCHORS BY A.B. CHANCE APPROXIMATELY 400LF OF S PED
~ 14'-0' 6"x6" PRESSURE TREATED OR APPROVED E( PPROVED EQUAL EVERY 3RD TRAIL WILL REQUIRE THIS ~ ~ ADJUST MP SE 7'-6° O,C, STAGGERED, DETAIL, i i 3'-0" i ~ FOR SLOPE IN
~ POSTS 8` O.C. FOR COURSE 7'-6' O,( TED IN AREAS DETERMINED BY NOTES ~ ~ OPENING ~ i EXIST, PAVEMENT
-C ~ SIGN - LOCATED IN ARE. " i RAILING DE 6 #57 WASHED STON ~ SEE DETAIL N TES SOILS ENGINEER, S ENGINEER, SEE DETAIL, USE
BACKFILL BEHIND WALL ~4" 10'-0" 24" 5 USE KEYSTONE 3 KEYSTONE-REINFORCED MH
TYP. SHL1~ ASPHALT TRAIL SHLD D32 REINFORCED WALL D36 WALL SYSTEMS OR E L E V A T I O N _ _ APPROVED 6X6 1,4W X 1~4W EQUAL,
C " " " ~RS° SYSTEMS UR 8x18 SGLID 8 xl8 x12 COMPACT CONC ~ 2' I-2 ASPHALT APPROVED EQUAL, CONC. CAP TYP. WWF- 2° CLR 14 -0
UNITS GR APPROVED ~ `~0'~ POST & GUARD ~ "
EQUAL ~~p~ SURFACE YP ~ 24 _ \ e RAILING T 24° 10'-0" 24° 6"x6" PRESSURE TREATED 5'-0" C2) PULL
C ~ F o ~~DR " ~\\X 6' ABC STONE , - ~~DR ASPHALT TRAIL SHLDR POSTS 8' O,C, FOR BARS RAILING DESIGN -
4 PERFORATED PVC i ~ BASE MIN, v a N 6" #57 WASHED STONE SEE DETAI ' 5' SQ.
DRAIN CONT. -TEE AND i ~ BACKFILL BEHIND WALL ~ PENETRATE WALL EVERY i ~ 2% ~ ~ TY o ~ ~ -SLOPE +i P, _ ` 5 ~ - 8 ~ r ~i
20 O,C, TYP, cu H ~ 8'xl8'xl2° SOLID " , cn ~.~~6, 0 0
~ 8x18 x12 COMPACT CONC. CONC. CAP TYP, S~ ~ LID ~,O,o ~n c~
~ UNITS OR APPROVED ~ ~ GEOGRID e ~1 t
i \ ~ N " _ EQUAL - u " (2) 5/8 GALV, HEX BOLTS C , 6 ABC CRUSHED ~i " o i 2' I-2 ASPHALT SURFA~E.~ o ~ MH BELOW
~ DRILL, ANCHOR, AND BOLT TO 4 PERFORATED PVC STONE BASE MIN, 7 ~ i
FOR WALL I GEOGRID ~ WALL, 2 PER POST TYP, DRAIN CONT. -TEE AND 6" ABC STONE BASE MIN, ~ POST & GUARD ~ ~
~ PENETRATE WALL EVERY 2% SLOPE , RAILING TYP, i ~ ~i
'i SELECTED BACKFILL 8"xl8"X21" STANDARD CONC. 20' ~ z 2 Z ~ O.C. TYP, cu H GEOGRID EVERY ~ UNITS OR APPROVED EQUAL N Q ~ , , ~
3gp COURSE TYP, ~ GEOGRID i vi. CLASS B ~ PAVEMENT
MIN, 15' LENGTHS ~i 8' #57 WASHED STONE BEHIND RIP-RAP SHLDR, 295% COMPACTED SUBGRADE-Z, ~aG' o CONT. TYP. ELEV. PAVEMENT
~ 95% COMPACTED BACKFILL ~ WALL TYP, 6" ABC CRUSHED ~I 2' 8, 2,
GEOGRID 4' PERFORATED PVC DRAIN STONE BASE MIN, 3000 PSI ~ °I° ~ VARIES
CONT. -TEE AND PENETRATE FOR WALL GEOTEXTILE FABRIC i ~ ' WALL EVERY 20' O.C. TYP, CONCRETE aa'
ii ~ GEOTEXTILE FABRIC FOOTING 12' r ai.
a. 12" 2" EXIST, PARKING LOT
16 - CLASS B MI , 17'±
RIP-RAP BASE PLAN VIEW
-2.95% COMPACTED SUB-GRADE2 6'X30" 3000 PSI CONC CONT. TYP.
FOOTING W/ 4" LUG,
TRAIL DESIGN FOR SLOPES LESS Tf TRAIL DESIGN FOR SLOPES 30 OR GREATER 2 1 LESS THAN 30' 5 MH TOP CATCH BASIN TOP
D35 D35 N0 SCALE NO SCALE D35 NO SCALE
/2° GALV, SUPPORT
~ ~ PLATE 4'x8" SLOTTED TO
RECEIVE THREADED ROD
MORTAR IN PLACE 8' TYP,
AFTER THREADED NOTE
INSTALLATION ANCHOR CONTRACTOR SHALL BE
NOTE SUPPORT PLATE ROD RESPONSIBLE FOR OBTAINING
USE SOIL ANCHORS BY A,B. CHANCE NOTES 5'X5'X4' CONC. LID (2) PULL BARS OR APPROVED EQUAL EVERY 3RD USE TIMBER RETAINING WALL SYSTEM NOTE CONC. FINAL SHOP DRAWINGS FROM
COURSE 7`-6° O.C. STAGGERED, ON UPPER WALLS IN CUT SLOPES 6X6-W 1,4 X W 1,4 FOR NOTE. NOTES ono UNITS MANUFACTURER, ALL SHOP FOR PLAN VIEW & IF PROPOSED M,H, IS 0'~' DRAWINGS SHALL BE SEALED BY ~ 0 0 TYP,
LOCATED IN AREAS DETERMINED BY ONLY, CONDITIONS MAY VARY - EXIST, EDGE WWF- 2' CLR. ELEV. OF CONC SITTING ON EXISTING A QUALIFIED REGISTERED
APPROXIMATELY 1200LF OF UPPER OF PAVEMENT ELE~ SOILS ENGINEER, SEE DETAIL, 3' S'-0" LID LID SEE DETA 5 ROCK SUBSTITUTE ENGINEER,
3 WALL WILL BE REQUIRED FOR THIS EXIST, D36 SECTION OF TRAIL PARKING D36 PLAN 6 CONCRETE PAD FOR
LOT 6' 6 6"OF #57 WASHED NOTE.
#4 RE-BAR PINS 15" LG. NOTES iu i _ _ _ _ _ _ STONE, USE THIS DETAIL FOR UPPER WALLS IN CUT
- 3" O.C. STAGGERED 1' USE THIS DETAIL FOR iu iu SLOPES ONLY,
EA. COURSE, PRE-DRILL UPPER WALLS IN CUT
AND DRIVE SLOPES ONLY, ~ I = - = III 3~_0• NOTE;
" III=1 - 6 x6 PRESSURE PENING 11= USE SOIL ANCHORS BY A,B,
STAGGERED TREATED TIMBERS 48' PRECAST ~ CHANCE, OR APPROVED EQUAL
14' JOINTS TYP, TYP. CONC, MH EVERY 3RD COURSE 7'-6" O.C. STAGGERED, LOCATED IN AREAS
a \ DETERMINED BY SOILS ENGINEER,
o I I
\~~S< II~ °
-C ~ op F 12" #57 WASHED o* ~q
1 . RIF o STONE BACKFILL ,\S
BEHIND WALL TYP, 1" CORBEL o ANCHORS ~~_6°
TYP. MH STEPS
-C 16'O,C, 12" 2% slope, ELEVATION
~ 6"x " REATE 6 PRESSURE T ~ MIN, a
TIMBERS STAGGERED o
JOINTS TYP. 24' - I~ I I -C SHLDR, ~
z II1=1
0 4" PERFORATED PVC ANCHORS o DRAIN CONT. -TEE 7'-6" O.C. _ SOIL ANCHOR DETAIL
AND PENETRATE WALL - I CLASS 'B' 3 D35 NO SCALE
EVERY 20' O.C. TYP, N H 111_111 RIP-RAP SHOULDER TO
ELEVATION ~ iii a TOP OF PIPE
CONC. MH 6 ABC CRUSHED BOTTOM = 12"
STONE BASE MIN, X95% COMPACTED SUBGRADEZ I~II__ MIN
FOR WALL 6 FORMED 3000 PSI CLASS 2
CONC. INVERT BURY ONE WHOLE RIP-RAP 18° HOPE @ 2% MIN, ~ REVISION DATE DESCRIPTION BY APP
TIMBER TYP, 17 ± " ~ _ OUTLET 10 - WIDE x 30"
(6> #6 RE-BARS 60 LG. ~ ~ III III= = THK, ALL TH DESIGNED xxx CAPITAL AREA GREENWAY SYSTEM E
12" O,C. B,W, 3"CLR, I=II t- _ t- 1- . t _ 1 WAY TO THE
m 3000 PSI CONC. CREEK DRAWN XXX
6' SQ. FOOTING PAD W • WELL COMPACTED SUB GRA RALEIGH, NORTH CAROLINA
W CHECKED XXX
m Q
U APPROVED XXX
J Q Z
H SUBMITTED XXX
CU
WALL DESIGN FOR CUT SLOPES s HAYES, SEAY, MATTERN &MATTERN INC. SCALE COMM.
~ D35 CATCH BASIN DESIGN FOR SLOPE W NO SCALE 4 N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS AS NOTED
H D35 NO SCALE FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D35

�__
(o
li=_
cl
m
=
C-)
.
=
CD
C=>
(D
c%J
O-)
_�i
Ln
�6
co
CD
�;_
(c)
m:
cz
C)
7F:
C7,
��
_cD
.
�_o
m
L�
_�
LLJ
LLJ
FE
m
_<
=
C-)
__
I
_:�c
=
I .
LL_
__
C"i
(\j
LE-)
- -
,
__
cr)
III
__j
�
�L_
__
0
0191
wwx
-am
200
190
22C
2'iu
20C
iwo
wel
220
21 u
200
?-% -7 r'%
rmlmwm,-,&l
i 1 � . :
,
7 __ ;
--- -- �­ - ­­ -
� I . :
� I I
.- ___ -j- - � - - - - I . - �
� I � -
r � I
I
- - -
I .
I—- i
.
­ � - -
I
--- --
- __ - -
__
I I
�
­­­
. I
I I - I ___
:
- - I I
I I
I I .
.
� � ­-
i I
I .
- . � �__1111
I :
,
I ­- I I
.
� � .
I—- -
� .
I -------
; I
__ '­
- - - �__
� I I
--- � ---
.
I
­
I
, , : - :
� I I
. ,
L- �_-
. I
i ,
�­:_
� ­ --:I,-
­ -
I I !
� - : , —1 _,� ------
I I
I ------
1-
- _:
-------
I
-, -
�_-J::_
L
_f
; .
� ! .
, I
- � � - - - -
-- � . .
­ I - ­­
. I
L I
- . __ ,
�
:
- - - - - - -
. I �
I— -
� I
- - - - - - -
___._1
-
I 5
- - -
I I
--- �_
I I ;
� 1 �
,--- - - - —
� I I
__ __
L i --- 7
:_-- o
:
I
- - - - - - -
_ _�_
i
� ­
- - - - -
-_ ___,__a,_,
___ _­­�­,
I �
, - - - -
�
I
I ----
I t
, - — - I — I
; , I 11
-- � ------- � ---
�
I I
;___ " -,-
;
;
- - � - - -
I
------
:
L � - - ­ I
--- --
�
:
- — - - -
�
_____,_
I I
. �
: . o
, - - - - - —I ---
I , � I ' .
I
- _____ ___
� -
I �
; �
I
_____
L �
_ - ­
I
-_ __1
--- ------
__ ___
�
____
�__
­
I ; . I
__1 --- I——
: L
- �__l_�__
: . r I
, ­ ­ . .
, ,
- , I
—,-
I
I
. . . .
-,--
­ I—
.
I
-";---,-
I ,
I --
___ __
�__­ I --- ? ---
I . I
I : ;
- 11�_ -------
I 11 . �
� ;
-11, ­ -
____
_­­ - - - �
I .
___
-1 -1 ---
� I
�
I
-1 ­ -
- I'
--- ___1.111
:
1-111
-- I
I . �
� � -1 I I
- - - 41-
I
- ;
- . I
­ _­_
c
­­­
- -
I ­__­_�__
,
�__
- - - � I
;;
I �
;
,
. - - - ?,- - ,
: �
= - __
I
L - - - - '
f
- . I
- :-
,- _:
- - - - -
-- ---
--- - �
- � - -
I � :
--:L,
; ­
- �
- - ,
I
- ----
-_-1_-_ --
�
� � - L --
� � ---
.
­`� - - -
--- - -
-_--__1__.
- - -
;
�
;
I
-.,-
I -_
� ;
­­­­
I
�
I _--_'­­­­__­
1.__--___1___
I
I I
t �
___11
;
I
.
--- i___.__-___-
; __­­_
I
I
I f
I
; ;
­­
__ ;
�
�
__: --
I- I
--- ---
--
-
-- --
I
L- .
, � ___
--- i
.
--- j - - -
I
I I
I -------
- - - �
, I L
I ----
I
­ ­ ----
I I
------
__ I
�
� ------
I
­­
�
--
I
­
L
I---"-
�
-­ ---
I --- I -I-,--,--
!
p � .
j - , ­-
;
. __1
�
�
­
---------
I I p
1-1,
­­_­­
� ; ;
-i - - -
I
I - - - - --
_­
:
- ­-
I
.
.
_­­
­­
I
-_ � -_
I
i 11
. .
�_ ____
.
_____
.
I
__1 ---
­
;
- - - L11
1-1 _11-
� -
�_
.
-- -,
I
--- -_
i I
­_
�
�
-- �­
.
­__
�
I -------
--- �, --
I
1-11, ­
-1
�
�_.
, �
---
;
i
I I
- - - �_ L-
. �
,
__­ --I - - -
I
11 - �__ ---
- - L�
I
.
- _­
I
-- ­-,
- ,
�
--- �_
1
.
f
1 I
I
1
1
I
�
"I
1
I
I
.
, ,
i .
?__
` -
__2 I
I :
' 2
-
4
,
I
—
I
: ,
.
P,
f 1
.
— — - - — — —
I
-1 11
� —
;
- ­­_­
; �
- 1 1
. ; . : __
.
- - - �­
I
: I
­
�
;
­
,=
�
f ___ -7- ___ _
, i
11 I'll'., .1-
---.,-- —
- L-
.
-- -
I c I -
---1 - -�- .
: �
I I
;
­-
� z
— —
;
__ __
�
� : , :
L- -
, L :
_, I , �
I , , ­
;
;
I
--s- -
I
-
—
-
__1
I
;
f
I I
I
I — — — — —
I
i �
L
=
; ,
I
I
—
�
� I
� —
— —
. � - ;­ -
I
—
I I I _l�
­ -
­
L I
�
.
2 � I—
; ; I
;
� � , -
__ I �
___�_
I
­ L -
-
;
__ �1_111;
--- __ z
�
- — I
I �
­
— �
i
- - -- - -
_-1--
I
- -
___ �
I -
­­;­-
.
—
,- -
— __ ---
11
- - - -
— —
,
- -
- - - I .
. ,
�­--
,
- - --
__J
— ,
_ ­
­
I
% , I
­
�
­—
;
_-1
,
L—
I—
.
__
I
� ­
­ � �
____­
I
,
­_ � .
o
---- - -
� I
­­_
-
: ­
.
L . . . . �-
— I ;
---
I �
I . .
— I I — —
.... L ;
__
­
­ : —
-
__
I
­­ - I
�
_ , .
_. ;
I
_ I
;
- I
;
I
I I - ; -_
, � .
I— __
.
- I e
__ -
.
:
I I
-
I
�
I
I
- - - 4--
—,-
-,
11 - � .... ­
I
­' , z
. ........
---
I
. � _­
- -
' I
— , :
'L --------
I
�_ -
.
- — - — - —
I
­_ ,
- - __
I L
— — - � ­­
I
� L
_­­
L I
­ _
__
I __
I - -
I
--- �_
: 1
7 - I
- I I 11 I - - I
t �
I ; -
--- —,
__ - 11 -11 -
I
I
­_­
-
;
-r-
I �
­___
I
I— - I
­_
­
- -
--- �­­
� I
-_
, .
­_
- . I -
_
__
I
I I I - ­­_­
I
__
--- �_
.
. ; .
__
­ I
_
­ I—
�
L I
�_ I
;
i 1. -_1
� f
__
;
--I'--,-
�
I .
---,
I , -
­ ­
I . .
; : ---
­­ -1
I I
- I
I �
-_1 -
I
- - -
.
; .
___1 - - -
- - - - �
� I
: d
­-
i
I -1
i ;
_­ -_
- - -
-
,; I
:
---------
­ — —
I 11
- - - - - -
; :
—
-7-11-
I
.
­
-, �
�
­­ -
—_ ; ----
­ -
---
-_
-- I
;
�
----
L
I
- - - I I I -
i
I
-
i
�
- - -
r
I
--- -_ I I
I .
, - � ­ - - �
, ,
!_ ---
L ­
, � � - -�
, .
--
- — ----
L—:
. I
11
:17
I I I I I
I,_
�
I . �
.
;
- I - , I __
�
;
-1 -
� -
-1 �
I ­­
I
-­­
I
I ;
I - � -I .
-;--1L--_
I
I -- - - �� � 1, -
, ,
I -
i ,
�__ - � , ", -
,
I'll-
�
__
I
­ I — I "I
­­
-11 -11-
— — — — -
I -------
!­
I— —
__­
, �
,- --
I
. .
--- -
; I
1--
,
_-.1111111-
�_
­_
"
, � , 4
,
--- —
L --- - 11 _�
—_
-
- I I
f —_ —
- -1 ­
; I
I I - 1 ­
_
— —
-- ---
' - ­ -
--- �
�
�
-- �­
I I
I
I ­ - - -
I I L �
--
-, 2-2.
;
"I.-
�_ �
,
_0
� --"--L
� : � ­
I
-_1
;
---
; ­
11__4_LL­,'­__
, I
__ � __ —1
I I — — I I —
� _
— � —
, , , I �
— ,
i -
L , , , ,
�
, , I
__
­
.
I �
­ ­ —
L, __
i ,
L_
i
:_ -
� .
j . I
; I —
11
-- � __
__
__ -,
i
­_ _-_ ­ -'---
-
' , --
­­ --
­
--
-
1-1__-
-
I I ,
­_ _4 -
I
,- ,
-
: I
-_T_ 11
� __
I : j ;
— L� I
I ­,
_ I I
___111 _1_11
--------
I
- -
� L
, L
- 11-L
­-
_� 1
� Z
5
­ -,---
�,,_
48
k
Ef
I .
: -,
I . ,
-
-
­ � _
L-"- � ...
_
F_ �
,
­­
— __
------,.,-
— - , -
___ . :
. :
� I -1.1
,.- ---
;
__; -1
�
---
;
�
- -1
I
I
- I
;
­:� ---
- __
�
I
--- �
. ; __
I
-, ,
--- -
__1
-- �
­ ,
-
I
I
--- � 1
I
�
� . I
. �
, �_T
__: ii -
,
I I .
1-1-1
-11 I
-
.-I
___-
I _:
--- � I
F --e-
_,
:—t 1—
L
__�___
- _
'
:.: �--
___L ,
­-
-­
---
---
,
­­
­__­
-- -1--ti-t-
- ­
-
-_
---
------
, I
, ---I 1 �__
1-1
- _-
:_1 , "
t
o
­­
I I
I ­,
. .
_­ -
�
--- �_
I
, I
__ L —1
. I .
---- -
I - —1
L-,
- I----
-
r__ - -
'- , ­ � - L, -
­
I I
— — — . — I .1
;
I
—1—
�
­ -
- - ; __1
I
I - — — __ —
- — I
-_ ,
_—, , _
, I
— "--
- __ I I
�-4
I ____
j-_
___
.
,
-.- -1
,_
_ _ ,
----
-, J
, - -,--
,--- --
­ __1
�
--- ;
I
­­-
I
­
I I I - -11,
I L
­__
�
__
- -
I
--- -
, "
I
- I
_­
I
I
I - 11
_1_1-
.
I
I - 111.
- I -
I
-­_­
-
� �
--- �-_
I
I
- ;
­­-
;
.
�
­ ------
, I
---
, , �
---I[-
:
I ­ -
, � , . ,
11 - I- --
I
----I-
­ -
�
--,:--
I
I
__"_'\�__4___'­-­­­
.
__ �_
- : ----
--- L-
r
­
­
�
__
- _
_ _ _ _
______
I ------
_-L- � ------ I
- _�­ -
__
-
----I---
I I
- -1
�
�
- -t
�
. . F �
I __;­1__�_t______­
�-­--
I z
I .
­ �
--- I
� �
-Y�
��_
-4
�___ �
. 4- A
­,
I
�
_
:
---
---
_ �
-
.
, _____
­-
.
.
-
�
� I
I I
.-
- ­
L-
-
L-___
�
- -
__�__F,
, ,
� -,---
=
_ _-_
i
�j
__
­_
--'---
I I -
; ;
-- -
-
, i
- -
, I
­
�
I I
- I
I
­­
. - -
-- . ___
. .
__
,
j __1
-- I
. I
-- -
---
__,_1
---
; __
_­__._­____
� ---
----
__1
� -:- �
----
�
-_,-
t t
--- , ___ ,
�,
,
r
t-11
T -_ .
------------
--f -------
�__
� - -
- -- ---
� ----
-
-_
­­­­-,
�111_1
_­­
­___
--; -
I
­­
______
_ _
� ... ...
j -_
±_L__
___
� . , . -IN
F_ --I--
F
-4
- ---
_
_ 1-j-,
� ______
_� -
-
- -
__ _
r I -
I �­
I'
-
tt-
t_1
t .
I r
i4i N
i
I
� L
. ;
�
I
i , I
.
FIC .
­ -
�
� �
7
- .
.
.
-
- .
t :
I 1
- ,
I
�
L
I I
�
; I
I ;
� �
I
I �
I
5
.
.
N
I
I --- -
----
- I
_,---,
--- , - I
_z. -
, ,
.I-----
�
-
_L___
1 I -_ -
--- -
i
-
1 :
T -
L, ­
­ ---
­- _T
;
-T-1
,
-_ --r-
I -,
1 L I
­ -
___
I
-7__
, i
---
.
_____
_
____
�
_
. : I �
I I L �
__ _ - ­__
� ; � � :
.
I— - - - - ­
; ;
- - - A--
I
.
_­­ . � ­
. ---,--
� . *
11 f -I,--
. I -
----- -
: i
� L
-
___]__
-
- ,-
-­
,
I 1
­___
I I
�__
I
-,--
1�1_77
-
\
7 �
- I
__� I
,
-1 - - � __ __
- - - -
. .
L �
- I I -I---
-
- - � - -- -
I
1111,� ---
I � I
� I I - -
;
- - -
-
-- I r
-
/ _
­
�,T
- _,�
-
-2,
RAS -
' L
�7,�,­
. ,
- I. -,
� I
I .
L � -
H
J
.
�
� -
____
;
. ; 7
_ . I
__ -
� ' '
;
I
� �
__ "
.1 -
-
I
­_ ,
�
-1 - I
� ,
­
.
i___,_______.___
T :_
I
�--�--
:
­­
�
­­
I __L___---__-------
I
,-,,L
;
I I
� --r.-,-- 1------
I
____
I I �
I
­
­-]:�
- - -
­
I
� __
­ ,
.
�
—_
I
� .
____ ::j ---------
- -
- __
__ -
- - - - - - L
I , I
1-1
I .
-_ ­
- ­:
:-, -
---
-.1
.
� ------
� - - - -
I
- - - - j--
�
1_-
I �
. I
i
�
:_ __
_ ; ,
- - - - - ­_
: � . i
­­____
, . I
I I �
-
;
I I -
, -
-
­ ?___
�
�
- -
;
,�
-
-
_� 11,
__
-,-
­
__
- ­_
`
I .
­
'_�_
I
�, ­
! I -
L---- ,_ � __
------
. I I
I I I
I _: - - - � ------ � _
__, ,-,--�--L------------'--t---'�-I
;
__
� 1
- ----
- 1. ___ I—
.
-
--- ----------
- - - - - - -
� ;
. ,
__ .
04- ,e
7 1
Z__ ,_
: :,
I-_ I - �
-
,
�- k6
.
�___
_::
-
- 11
­
-
­
;
­-
I �
_­_
o
;
­ I
, t 5
-
. -
- � 0
�
I
__ ---
. I
I-
. I
, .
_11 - ___
; I
I o I
I- �
.
- I i
I I
­­­
�
�'11
%�
---
­
I
-_
I
---
�)
__ :_
,
. i
-,- - -
- ,
-f - - - - - - - -
. , ,
. I I
; --- F -- ---
_cll�
�
.
- -
1
- - - w-
.
I
------ -
'_ -
'
-- -
_­__
__
___ _
� e
- -
�
.---
. ,
:
-- -
-
I
----
1
� ­
­__
I I
- - - - - - -
I I
___
�
.
-
-- -_
:EU
�
-
-_�21:2
. ;
�
- -
:
-1
� �
A r�
-'
C
,
J
�
T---
I .
I
'
�o
I
_____
I
-
__ _
- �
I _
. : __
_
V_
-_ � - - -
I
__ 14 - - -
I
_ I
. .
_­
� :
�
.
- - - ? -_
. I
L
=
.
_- -­
_
L-,
_-_-_
; ;
; . .. .
; .
­­
- - - - - -
.
-T-_
�
. I �
..... � ­------­
I I
­­
___­
I
- ]_-,
I
I
I -
- ­ --
- - - - - -
I �
-
f 1.1-
I
I I .
­­
�
�
­_ -L
___­
�
-1 ­
-] -
I
- - -
___
___
__
� I ;
i
;
­
.
I - - - - -
L
__- __
.
-
�
I .
I
. I
- - - - ; - - -
;
.­ - -
t .
I
__
­­
�
- - - - � __
-
�
-
.
I
.I-,-,,.--
I
--- �._____.
. .
.
-.1i - - -
� I
L - - - - - - -
-
�
;
- .
- - -
- I
­_
I
I
.
--- ---
.
- _-_1
I
- ­
.
.
�
I .
__
I
_-1.1-
I
.
.
� I
I
,
- - - I - - -
I
, .
­_ ­­
:
j I
.
� I � �
I
--- - - -
.
:
__ --.--
- - - -
-
,� -
- - - 7--
1 -_
-
� �
- I 1 - -_
- .
; : ­-
L ;
� I
--_1
-
_:4_-_-.
-_ -_
.
- , , ­
I
I .
____ -
, �
----
I
t-
I
- -
_-4 - - ­
.
1-1
--
__
- - -
I
.
,--5--,--�--l-�--,-"'--'L-'-�'-
I
1__-____1____
--- �
­ --
I
�
__ - - -
- - - �___
o I
�
I
I
__­
I
- -- - - -_
­ ,_,,-
I
.
.
, L
I
-­ - - -
-
:
-_ -
­
I .
I
I
- - - - - - -
_____
I .
- - -
__
I
------­,­--
­ I __
-
L
­­
I �
"
I
I
; � _"__
__
-- ,
I
1-17-1-1
�
,
L
�.__
I
- - -
I
___
--_-_,_--:---,
I
. I
- - -
;
---
I
, ,
------
.
-_ , . I
-
.
­_
; s
---_-:!�:._'
�
,
­ -,
-
­ e __1
, .
.
I :
�
I
,---: __1
.
--- --i
-
___
- - -
r - - -
I
I- -­
I
­­­_;
� I
�
L - - - - - -
- -- ----
.
I
I __
-,
�
� -----
-
- - - - - - -
- ­ , -
I
I
'i.�'A
_ L I
�
:
� �­
� .
­­
-
� �
I
�
- - - �_
d .
- - - I --
�
.
-_N
- __
­ - - -
- -
I
I 11 11_-__--_,_
­ - - -
� I I
____
- - - -
­­
-
� �
­­
I
�
I ___­
I
:
� .
-
. :
__ - -
;
- - - I
I
f
I
; I I
�
i
.---
.
---1
�
­­­­
-
I � :
I
­
.
_­ - - -
� I
;
--- 4-
; I
--:---
.
;
11-1
- - - ­
I �
_­ --
__ -
- - -
­ - - -
I I 1
___­
5
- -----
-_ -4
- - - �, - --
I
----- 7-1-
� 0 I
1_1-1 -
1 - --------
__� -
, __o
,
I I 1 4--
___ __
I
I
,_­ -
- .
-­­ I':-,--
.
� I
__ I
, , , , , , , , , , ,
­­ ----i-,
I �­__
-t _-_-
__
­-
T-
�
I I
__ � -- - L ,
I
�­,_ ,
, I
� _11.1-1
I
I --
I f
I
­, -
I
-------
I
�
-1 - - -
I
--------
L,
- - -
I I
-
� .
- - - - - - -
�
­__
I
__ I
I
-,-"
I
1-1-1 �
;
- - 7 --
­
-
�
­_ - - -
:
_­ - -
1
I I
I
I
- - - �
I
- - - - � - - -
I
- - -
:
- - - - - - I
---
I
1___ ­
I
I
I
- - - -
I
­­ � ,
.
I . �
i
.
1
I
- - - - - - -
---�---
�
I
�
1. 11 I I
-_
-­ �­j
I ---
-, ,
o
I'll, -_ ,
;
---1
­­ -
1-1
� :
-4
i
1
1-1 -
1
- -
t
, - ,
I
I
I
1 I I
� �
I
-_
­
;
--- � ---
I
­_
I
:
I ---
I
-------
­
I
-- ---
__
I
­ -_
� _4
- - - -
1
I -
_____
L-----'
I
- - - �---
I
.
­
--
_­
-L ,
� I , � � 4
I -
—
-
- - - - - -
- "
-
-
­
-
,,, o
I -
_11�5
. , .
- , ,
--- I I I
� i
� - -
I , � �
I �_,_-_
� __
�
-
__ i
-
­I
-
I I
,
- . I �
I I ;
- - ---
. I
-:1-__
I I : �
-- - -
I I ,
�- -
tl
� - ­
----
-
- -
---
; A
-- ---- --
I
­­-
;
: ----
-_
.
­ "' -
I
______
I .
L- -
__1
­­ I .
­­
__
j-
__:___f__-�__L
L-----
:, '
-
- f
--- -
i ;
'. -
-- -
- -
­
� e___
__ -_:Xr-
I
' ­ -_
N
, ",
�
-
-L ­­
L- � .
4
--d-11
.
.
I
­_ t
I
.
;
-
-1
- -1_
,
I
:
I
;
I
I
;
_ 11.11
__ ­­
- ;--
I �
­­ ---------
I
--. -
I -
-
- -
I -___1__-_______
;
I
,
�
-
, -1 I'LL—-
I
- � ---
�
f
2 .
:
� -
A :_
:-- ---
-
I J
1-2'
—
-­ 7-
�
�
-31
-
,= -
-f
9-
- I-
E!
, -- , --
-
N
,
--- � -
_­­
� "
,
-1 ­_ -
I -
,
,- lz__­
- ,
TRA,
I . ......
- I L,
� -
-- ' I _ ,
- - �
_ - - -I----
I I
� L
L ;
i ­­
4 1 ­ --
.
" , � ­
�
- - - -
I
­ �­ 11
I �
- � - -
I -
- - - -
-----I---
� I
-_
� .11, 1-1
I ,
­­
11 1, -
­_� - - -
,
- - - - -
,
_�, -I-,-
- L_
� I c
- ­ -
- - - - - -
I , I
----
I
I 11- -
I !
+__
- I - - _'f_
! I
- -_
I I
- - ' -_
I 1-1
_____
I
---
---
__� I �
­_
-
- -1 I -
____
:
- � ----
:
-_
I -
I
; --- --
---
I . 1 i ! �
- -7 -
- - "
t __
_T ---- � _-_-_-F--
! !
. I
I
V,
___ ­­
L � _N_
-
_ ___
__
. ; _
I -
1-
;
.
­­
� � -------I-
­ __ I
--- J---
­­ ­
I -i'll-
� i
­ -7 --- ­-­
- LL - I
I
-I----------!----
F - -
I
,
__1 --- �
-
�
­_ --i ------ I
�­_
__
I
. -
- -1-
----
If,
__ -,.-,-
- I -
I
L .... I
�,_
I
­ . I �
I
f -_ -
- -r-
__
�
�
­
.
­ -
- � I .
�
__ , - -
_; - -
F__
F-1-7
-
__ - ­_
-
�
- L- _+-
­ ,
-T-
- _T
__
F ` ef) -+
?"
I
I :
­ ; , I
I ,
-, - -
I �
t_ � ; -
- , .
­
. i .
,- .
I
- -
-1 - I I ---
IJ
11 _; -11
I
-
- , --
- t+ff
-­­_
� -
I .
­4­--�­�­­�-
I
I -_ -
,-.,- -_
I
-
_- --
� I I
---
I
­­
-.-t-
T -
___�_i�
. I
I ;
o
i
---
---
I
,
;
I :
: , -
­ - -
­­_­
. .
--- � __
�
-_
I+
­ �_ ,
---
­ . .
­
I
I
I
I I
I i - 11.1 I
t- -_
I �
- , � .
-- It-
-
�
;
I
! I
I
I
!
I I
I
-_ -
_____r
i -
� I
I - I . - - -
­ .
- - �­
I
- : I
, i , .
1 i �
- - -
t I
,-
i -­ - - -
- - - ---
--- I
--- ­­­
.
� - .
�_
I
� -T-k
�
� ;
:
.
; :
. �
1_7-
IT—
. .
. - .
.
- ­ _t__�
I i
, I �
I L
- - - . . .
I
I I
; __
� I � I
- ­_ -_
I ;
�__
I , �
---,,---
�
�__
I
I
-4 _-,
.
_ '_ -11
I
- 5--
.
___­ -
- -_11
11-11
___F_
]
- L
- - - ­­
-- -_
- ­ ­
,
-_ �___
-
_- L ­4­"_�_­
'_ � .
I I
f__ i
- - -
-, 1 -1
.
- - - - - - -
� - ­:_ I -
- - - - -
�
­­
_­ -
'
-- ­- -jL­
�
--- - -
11
- -,
­ - __
I I
j ; - - - -
- - - I
.
___1 ­
;
-1
__
. I I I :,
: _
.
1-
I --f
- __
.
, ,
i ; L I
__ � I I I
- �-­­-
4__ : L
. - t - , ,
-1 I - .: -
I I
- .
- -,:--
1 __i_.,_�____1 ____
� --- L ........ �[ __
I i � [ 1
__ . _ . i_ r
- __
­­ 7
; 4-
'=-,[
____
__
...
� _�
__
-
------
, , _
, �
­­
---- � I �
. I ­ -1
� - ­ 11
�
1 �
" --L'--.
_11 __
-
�
' -- ---f-
__) -j,
-
- ------4
-,
-
--v-
�
. __ I -
; � :
-- I
, -�- �
, `
1-ir -A
I
-1-1-1
:
__1 1_1-
!�, -V
-­ ­_
+ I -k
I— I �
-- - ----
I
---
--i
;V-
I ; I
. ,
­­­­ --
I L
Y :
---- I-',
� .
---
-
I
L
_;­­
�
I __
I I : �
­­ - -- ---
;
� i I
__. : �
I i -------
I— I
. , �
- -
I : :
­­-,
�
-
-
, -- -_
.
.
.
- -
I . ; I
. . ___­
. I
­ � ­-­
I
111-1-
I �
� A .
__ �___
. ; . . __
1- I -1
I
-, ­­
­
; . I
­­_
__ . I
--­---­
o
� � . ;
__ -1, �_
,
I � �
­ - �
; � -
I I
­_
;
I
___ ___
-
I �
­ -
1-11 __
I
�
­
I
I I , f
� : ,
-------- L -------
5 ; I ; , ,
__ ___
;
- -_j ­ ------
; �
� I
- -
I
, , � I
-- �­
i _
­­
;
__
__� :::�
--�
__
. I I
- __ __
:_ I ;
�- -
-
;
--
; �
I F I
I L I
­­ ---- -
, L
I : I
---,--------
: 1
__ -­;,­­�-­
; I
t.
I _ � - ­
I
I ; I
-__­
. I
---- ­
I
- ...
' __1 ­
------- L---
�
:
I
-k-
11 -1 I I .
-
I -­­
.
;
'
,
�, __ I 1--L'
I /
; I
-_ :
­­ I
-- I I
- I
___ ", _j
______
I I
; :
- __ .
. I
­
I .
I—.
.
:
- _.
--' -
___
. .
__
; -
1 �
---
:
T
;
; ; I _� I I
1 ­­ , -
­ ­ _'
:_
__
I I
­­
� �
-
�
-_
­
__
�
­_
� �
­ I 5
,
—
:::E)L
� .
­ _14--
-�-4-�--
;
-_ _1+i
­�11--­_
-_
I .
-_
I . , -
&
. I
---.
f- ; .
-
. ­ -
,
I,-
----- I
; ;
--"--
� I ,
- --
;
- :
1�
­­
-
-_ ­_
1
- . -
- -_
-
-_
-_
�
L-,-- -
I
___­
-111
I
__,__
— "
I �
------
I
---
I
_ -
,
11�.
; I :
­­
__ 4 , i -.1
: .
-- �­
.
I .
I ----
. ;
__
.
-
-
---
-
.
-- �
_j I .
; I -_
-,
I
� -
.
:
: ; I
-_ � .
. I
I- ,.--;
7
­ -1
.
�
I �
_­ - - -
,-..-, -1
-
.
I .
� :
_-.1__
:
­
___
:
I ___
-- ,
;
� -
I
- —
:
: ;
; -
I -
� ..
-
-,.--
I— _1
­­
. ....
­
- I ­
... ;
---
I
- --- -
_ I
­
I .
­­__­�_­_
7 L
­ - - -
:
1-1-1
I � I 3
- - - - - - -
-.I,,,-,,-
I
L-----
�
;
­_­
-_ ---
-
­ .:
; �
I
- - -11 -
- -
'
__� , L 1 --- ---
-
­ i
I
-] -
---
I I
__
L ---,--
- 'r ,
I .
- .
_ --------
__:
�
. I ; I -
� -
- I ----
� I
I- �_
L
;
­
I
.
­­­­
, I
I �
- ­_-
I
I I i
. �
,, ____
,
_�_
­­
I
-----.,
_4__
�
- ---I---
-- --,
-_ -_ -1
-
I
I I -
I
I -
-
I— 1.
�
,
__
:
---. -
I
­ __1 ----
__­___­
- I i
I
�­­
:
- �
�
.
L ­-­
- -- I
L ------
, _--L
I ;
­­­­
I .
__1 ­
,
-
4- L
I I
" - ,
. �
I
­
1- 1-
----
; �
o ; I
_­ ---
; ; -1
--- -
. �
4
-
---- I I
I ­­
� L
.
__
-
__
-
I .
­_
-,
-
I �
1-11---,
______
,
-_
i
1- ---
, I
___ _11
.
. .
- -
-1
I f
;
­ _t__
f
�
I -
� -_ ��
i
-_
- ---
- - - -
-,
-, "
-
­_ L-
.
I :
-7*1--
- 1�
,
___
__ ----*I
4L
-
. 1
- -
,
I
--- !­
� �
-- I --
�_
;
�
,-- ---
�
;
-------
, � .
_ -_
,
o
-1_1
- --
­
__
; I
-------
,
_­ I
I
- :
­­ -­ ---
� �
. I I
­
I I . ;
­
- _�_
::_
- - __
-
-- 41 ------
- I L
_ __ . __1 'jL
_ _­ -- - _,�
L i
- __ _�_
i i i I
--- �--
- ----- �
I L I .
I - -----
I L .
­­­
' '_�­_-
---L.-
­ ---
­ - -
-_ - __
-,
I
�
-_ I -
- - .
- - - ��
.
�
I L
1-
__
I
I ;
-------
I
.
'
�--
;
­ -+1
I
--- --
�
-- �-
I
I -_
---
� � �
I----
- -
--d-1-
�
'
---:-,4-
�
--
-
I
7
_____1
, I .
.111-11 -
I
­
.
-------
, . I �
,- L ------
I
-- I --
I
--- ; ; -
- - -_
:
-_ �
.
",­­
1 " ­­ '
, :
, 1-1 ­_
, - -
-- __ -
, 7
- ­-,
- - �
-
I
- - - - - -
­-IT-1
­ - - L
L
­
t- ­
j
­ -------------
­__
-
_-,
i -1
---
­
.
- -
I
I .
------
I I I
i
I -
11
I
� ---
�
_­­
- I � __1
.
-­-­
I
____ I
i ; I
--- -�
I ,-
-- --I--
- I
; __
_-_­
_i±
�__
-
t-
,.-. .
; . I I ,
__o�� --- _11-1r_-_, . ...
I � � : :
i , ;
__ ; _-r--,,.- ' ­
I � , �
; I : ;
- - - � ---
---
. I �
�__`
- - -
F
:�,_,
I , � -
,
-_4-1-1
. � " �
. , -
=,
- ,
, ,
- - - -
. ,
,-
__-_
-,
­
_-
__L__
i
�
; .
_-1,
: I ,
I
:
;
L - - �
I
;
� L I
I � -
I
I
I
i
--_
�
--
I
;
�___, : -
- ; .
- - --i ,
L
I
11 .
- -
�._
I :
11 11 L
I
- - i - ---
__ I ; �
�
I
.
- _�
I
I �
I 7
�__
- .
� ! :
� � , , , -
_ - - - - - -
, , ,
___ _
I I
- - -
_.
:
1-1 --
:-
----,-,
-
::L -r-1
�
--- ­
-
__ T
__
I
-1 -1 --
- - -
­­
---
­
�
- - ----
� . I
-1 - - - - - -
. . .
L - - -
-1
I
- ­­
I
_­ :
�
.
-
--
� f_
I
__­­
, --
--s"
-
--l-
__
__
I
- - - -
-,
_. � . .
-
- - -
, L:
L
. . . _
-
____
_
---------
I
­
­­
I o
­ __1
­ ­
I
­
. I I
I
I
. 11
- - -
---
I—
-
­­_
, .
_,
- - - - - - -
___
�
`
- - - :
t
- ­ -
--t-
,----
-
-
I �
__: � - --
- - -
:
-------
%
____ -
---
I
--
: :---:
I -
­­
I
- -----
__
I
,
------
-:,-� �_T__
- I
,­ r-
I
I -
I
--1
I .
-"--
_t___
-_
I -
I �
__ -
__ I
.
;
,___
-
:
- - - ­_
I
. -
� � I
I - - -
I �
—
I j ;
--t-
-
-------
I
- - -:--
-_
-,
___
L �
-------
I
I
�
___
'
----t-
- 2:::
,
--it
- - -
�: -
,
- - __
I
___
-- i
.
� ­--
1
__T
- ,
-
i
- --
f I-"--
�___
,-.,-
�
.
I_
;
- � I - -
I
I
-7-1
"S
--I--_-
�
_- . , -,
� I
- �­ ­
� ;
I -
-_
__
I .
­__
;
� ;
-- --- ----
. �
L
-1 I
L !
I -­­
�
i
------ ­
I L
;
- -
� I I
-_ �­ .
.
-
---
-_
I
L - - -
I
­_
�
�
__ _
___
:
, I
-_ ­
� .
- - - __1
I
1- ­ -
�
-
. I
- - - �
:
---
�
:
I
- ,
;
�_,
I . ;
­ JL"',
I .
�
-
I - - - - - - -
,
� ;
-­­ ,
- - - - I -
_ 'I",
i- -_ ,
-
-
�
­__
:
±
�:J±
�
, i , -
-_
- I
- - - _4�__ ___
I j ' L
; I i
-_ - ,_
- -
____
- - - - - -
! - ___1
1-
- - -
ii 4
�
____�___
I
Lft
� _ -
I I
I
__
__
_+__FN�_
,
I
� I -_ _______1____1___-__
-------I
,
� � �
�
__ I-
i
__J__I
---
­­­
-
--
1_� ---
r_1 ---
F__t
_-F
--
-- - - - - - - -
-
� - -
-­
- - - - F -1
__ ,
-
� I
, � 7
i
,
- - -
,
-- --
�
___ __
� , , , ,
- -- - -
,
f --
I
- - - - - -
�
I
:
__[__
T
___ _
-
,
- .
t -
_ : __[NK
!
--- --
I
L
L--- -t-
;
I ---
;
­ .
I
-
L I
--- � ---
� ---
�
__L__
: � ;
r
. -
I
I I
---
I .
I I
---- I- -
I I I
___4__,___�_,___,L__
I
.
I :
I . ,
I ,
-1
i
,
__ � -
, _t
I
--
�
-
I
�
--- ; ---
I ,
-
-
�, Y
'N
I
�
.
­
-
----
� ;
I
_
.
I-
-
-
� - - - I
I I
- - -
_ -1 -
I
-1 � - - - -
11 I
­ -------
+-
- I-
---------- L- -
I -_
L
__--_,f__
__
,
I ...
---
[ ...
__ ---
... I
� ---
___
_
-,--
.
___
. --'F--I—1
- _
-
--- ` -T-----
[ _
____ __
I __-_
- �­­­­
�
--- � ---
---
­ 1-11
�
____,_-1_____
,
-----
I I
i
­­--i
�
--1-1-1
�
�
__
­
­
I—
__
-----
�
I
T-1
I � . I
- - - -. �
� I :
I I L
__ -,- - -
�
- : :1 - -, �
- - - - - - - - - t o
__7 ___ ­_
U -_­ --
,
_­ -
_­_ -
----- -
­_
- -
---
,
�
____ 4
­_
­­_
i ­
I ­
I L
- :
I I 1-
— I
- _� I -
-
-j ---
__� I'll-,
-
- - -
___
. .
= (
- ___
-
L
-11--
t : I
_
:V.T- -
_
_� ;
- V
'LE
­­­ ---
I
-------
I
A7
I-----
­__
- -
j
­
I I .
__ ------_,,
- ­ -
I 4
I
! 1��,
7
,- 11 I �
I - � ­ -
i -
__ `
; : L
_ :
- I __
I
- -
:� -_
__ -
�
�5 .1
-,
1 .
__
-
9-,
1
. . .
1114�
_­__
-, - I ;
�--,
___ �
I I ­, __
- - - - - - - � . jr
-
.
_
r 5 __1
- I I I I
­
� - -
__
__
I—
__
I �
- - � -
­­
__L__
I
-
; L L
� L
, ­ �­ ­ ­
! .
1
- - - � I
- _� __ __ -
__
f I
___
o I I
_i -1
__ __
-
i � I
I
; - - -
- ­­
, ;
� �
. % .
. ; : I
I . I- -
- - � -
-1 � .
. �
­
I
� I ;
-L - 11
­ ­
. I
- � -
_­_
I
­_
I
-- -
t � I I
_ I
­- L__
, r
__ __ _ -L
_­_
.
- , _
-­-­ ­­
. �
___1 ---
--- .
_­_
'
1- __
; �
­ , -
I �
'­ ------
-
I I
11 -
­- ­
. � 1 :
­-, ,-- ,, --
1 I
­­­ ­ -------­---
I ; ,
_­__
� 1
__­ - - - I-— 11 I
-
_-_
I .
- , , - ­-
� I
�
I - - - - I - ­-,
__: ---
I �
- -- -__ ­
�
­_­_­'­
�
__ -
I
� -1
­ , -
___' Z_
" z
�
-------- ,
I
� L I
___ I
i L
L- 7
;
� I . ;
--;--
J_
___ I—
­
T � I
- -_
___�,
7 L'
__�_
L
L � I
I .
__: __ -
J- �
I I ; �
+ -
l
___ - �___
11 __-_,,_-,_ -
� �
­ -
I � 1
__1
__ ---
__ -
- "I
---
�
- -1 __
I ------
. : �
­ __
__
i ;
­_ - __ -
; ;
�_-_­
: i :
- - - �­ ;
,-- __ -
; ; .
;
- � -
I I ; I
I
I ;
­ -
I
I : ;
;
- ,
Ir I-
-- _­ - -
_
I .
- - E
­ --
,
- - - - - �
, _ ' '7
­
__
ti
_­
�,oj
7�' V
--- ---
5, -
. I
-
K-
----
-
)c
­_
:
­�
I
I __
--- __
±
­
I
I--
� .1
­_
I
-
� .
-
� . �
-_
___ �­_
. o
;---
.
_-
' ; : I
- - - - - -
--- -_
­-, -,
__
­
- - -
_
_:j�!.
_____
I I
­
.
L - I
; ; .
­
� L
. � 1 .
­
­ I I . �
-
;
I
__
_ I
i I
I
_
_---
__, .
_,
I I
__ ­
- _-
__
� I
­ L
- -
_
-----
___
� I
­_
�
- ___
*
�
--- -
. i
-�­
� _ �
I
- __ -
I L
, ­­__­�­­
_- -
-­­
.
I
­_
- - - - - -
-j ­­
.
-_
­ � ....
- - - -
- - -
i I
' - _­
�
.... L'� ,-
- - - - - - L-
, - , -
L . . '
I
..­­
­­'
--
-4 ­-
I
__ 1-1 -
___ __
'- . -
I
­
�
------
I ­.
L I I
__ ­
- ­
I--
-
__
-
­ - ­­
-
� .-
­ : 1 I -
­ . � - - - - - -
_ ,
I �
� �
- I __ � -,
I
__ -1 I -
I
­ -
:
�, ---
_ I
__ _
I
,.,--
­___
. I ,
- ­­
__ ; . -
­ ­-,
­
_-,
.
­- -
­ ------
:
� ­ - - -
. :
- - - - -
; :
--------
I ___
­­
;
- - - - - - -
I
I
-__
­ ---
I
_­­
�
L- - '
; I I
I
L- , - ­
I- I ­-,
I
__ ' ­
I
­­ - - -
.
­_ ___
- __
__
- - -
- ­ ___
.
­ I __1
__1 I ­
I
­ --
L
­­
_­ ;_ -
-1- I
-
- - - I -
;
­_
­ i� -11
I
L - - -
I
I
­ - - - -
--.--.-,
----------
I
- ---
� I
i
- - - - �­-
­­.-
;
-------
­
­­
I-,--
�
-
� _
-----
-
;
,----.
;
----
--I I
­- __
L - - -
__­
-- - - -
I �
- ___1
- - - ; - - -
I �
I
- � - -
�
- - -
- - -
- - - -
__
.
­ -
1-1
I I
---,-.
I �
-­­
---
-,
-1-1
---- -
_
�
- - - ; - - -
-
- --
_1 I
----
- - -
:_
I
-- ­ -
I
-- --LL
I I
­ - - -
- ; ,
___ -
­­ -
1� ­­
­_ I
-11 *
I
,­ -
-_ ; - 11
� ­
;
:
.
_­_
I
11 -_ -
�
--- -
: � �
_. -
. .
­­
. i
-
\_
_�
-_ ___
-"---
- - - - - -
, �
-_
� I .
- -
- __
, ;
- - - - - - - -
� �
- - - - - -
­­
�
I I
- - - � I
I I
- -
­
__
1.__�,
-4
­­ --
� 'L
I �
I -
'- -_ - - -
L
- �11_ --- ­
I
­­ ­
� ' ­ -
_� ;
I
_ _, ---�
I I
­ - ___ -
_­­
,-----
­­­ ,
�
I -
I __ I-
-1 I 11
-_ I
-8-8E
.....
- � ----
V-
�
.. L - - -
; I ,
-------
. I I
____
I
--t- -
- - -
-
I 11
I
- - - - - -
�
I
-- ; - - -
_.
: :
­­
- ­-, --
- ---
L ---L-.-
I . :
___
I
­- -
I
- , ---
--- � I - - -
I : .
-"---
I
­ - -
I
- - -_
I
_� - - -
. I .
-- '
­
---
1. -
.
I I I - -
' L , - ­
�
­ - - -
11. - -
I
�
- ­ -
- ­ : -------
- - - ­_ -
I �
1- -1
I ;
__­ - ,
I �­
-_ � - - - -
-
, --,-'
I
�
- ­ -------
,
� - - - - - -
:
__
- - -
I
I
__ �­_
_ ,
- - - � - - -
"
� :
.
1-1 __11
L
I --�__
- - - - �
I
I—-
.
I
­­
� I I
I � . � ­_
-
__­
I I
___�__.
­
­
-
,
I
­ � -
I -
____1
I
­_ -
---
-1 I I
­_
� �
­ ­ -,
- ,_
-
_­__+____
-
I
­
I
-'--'
I
�
J__
I
- -
-- L' - -
�
- �--_
---'
-- --
-_
- I
, --,--
I
­­­
I
__­___
I
--,
--t----
i
-,--,--
I
---
____ .
I
�
-----.
______
I
­ - - -
"
I
,
-_ __
- ­­
�
�­_
, --- �
I I I
­­ q
I �
­ -
�
� I
__ �1
_
1-1- ­
I
----
I I
- I I I ' � ... -
. . . �
-- � f �
I
- -__
­ - ,
I
- ---�
___ -,-
, ,
!1D 0
_5
.
'
x
�
.
- �
-_
L
; I
. ; I
i I
I I
_­­
o I . I
I ;
­
-_ � -
_�_,___Ll
,
_N
, I
-----,
Nll
­_ �
�
-------
- �
� , ; � L : �
------
I
-11
-1- �
I
I I i
—
.
_-L
___
_ -
_-L.,
--l-, ,, ,__
__L! ---
; I �
� �
____
- -
­ I
__ I ;
- -
-
I 7 1 I
I I
__­
I � ; i
.
-_
-_ -_
i
-_ L
­ __ :
� �
;
____
I .
;
�.,_.
­+ ,
-
--1-
-_ -
__
-_
...... . ...
--I--
.. ­ I ; I
, ;
--- -
I--------
. I
—
. : _11-11-11
-- 1
---
­_ I �
- -
.
-, I
�
__
.
I 1
_ _ L I I
:-__f-:_
� .1
. .
- -
t
__
� -
- -
� .
.
__�__
-
,___
11-111.11,111,
�
I
­­ - ­­­
--- 4_1
1__+__�
I . -
--- L_
�
_ ,
, .
__
�
Y. I
,�z
---
) 37
�
E
.
; .
� I � -
'101
: I
��
: � , -- - ­­­_
-- -
- - --
�
- ""
- - --
I
-
­-
L
­­_
­
I
­_
­_
-
- -
-_
­ ­­
,
-----
, �
__­_
� �
- ­­
.
I I
�
I I
� -_
.
­_
� ---
� --,--
I �
11 - _
I ; 4
I .
-----------
� __
-
­
�
----'
__
I
�
- .... �, -
____ -
.
I � - __
, , i
- � -
I
�_
;
___
-_
I
___
� �
­­­
__f ----
I L
,
- -- _
I , � , ,
---
I
� --- If, -1
---.I-".--
I
I -1
-, I (
�u
-
___j
'
I
T_____
I
­
.p,
i
- -1
. :
N_ __- _
­ ---
7
­_
__ �_
- 1 ;
--- �­
-j
.
­­
—
�
-1-
---
-
- �
J,
,
I
)z
---
-
.-
� ------
,
A
__-___T-_
11 I
- :� -
� --
I , ,
, - _
_, , , _:
Ij
______­
­ I
� _ L
I -
I
1- - I
____
_-
I I
­ 11
I-,---
I
--- ---
�
­
I
- " _­
I
­­­­
- -_j_­_jL___
. -
.
'-----
.... . ......
=--
. ;
__
j
. ;
;
- ,
L ,
� -
J� �- -
_t_
-----
-- ­
�
I - � -
.
,---T-_, -
I I
----- L
_-
I
,—"-
I
' , �
I
. i -
­__�_�_ � �
- , ; ;
__ L-
, I
-
-1
;
____
I—.
. I
­
--- -_
_
__
4
I I .
__­
I :
­__
L I ;
1­11-tt-
I
___
� r ;
. i o
I : I
�� __
­
:
I
:
-
4.-
;
r_
I :
�
I ----,.,,,
,---,---.
I
; I
­­
­ ­ -1
I
----
:
----------
I
- ---
___1 I
�
I -
.
__
I I
`
�
-
:
--- ,if
_
I
- -
�
L -,
;
­ �_
�__
-11
—_
I
--- -
--
, E
-
J,
_
_
�
t,
_ ­
I
I -_1
I :
I I
---- -- -
.
-_ -
I I
- � --
\-1
_,__T
,�, -
,
-
,
- -- I I .
;
j
I --
­­
I
- _' --F--
__�­
___�, --
-
�
'
-
- _�._j
-------
I __ -
'
� , ,_ _ ; i ___
� -1
I , I ;
__
I
I I
1-1-1
: I -I
- i I
_-_1 1
I �
--- --
I
-- I __
t
L �' - -
__ ­ j -
I
: .
--j- -
- - � . -
t
__ ­ I ,I
� i
t I �
-
­ I
- --; 1-
�
I __t__
- ....
;
. .. . I i I
:
I I
;
I
: 3 ;
I
I
; -
.1 F
� F
, I
i
.
I I
I
i . I � ;
I I
0
I I
-
I I
I I
1 1
�
1 1
.
I
I I
r
Y n
�
i
I , I
I
� .
­
--- _'�
I -_
I----
I
i I
I : -,
I
r
t on
, - -_ --
-
I _ L
F � , i - F
I
i ------ ­
­­
-
i
-.--
---- -P-4-11
. , --
- I
-1
-- -1
.
I
I
�
_­_
__­_
t- J-1
---
� -_
_____
I
­ -
-
- -J-1
-_
-
�-'J -+
-T
' - -A
F-71
�
- i I
__
__
__
__1
.
L - - - o�-
I
-
___L_4__
�
- ­[_
: __
___
.
-
I
- ---
,--
_ __
__
—
I
:
­
;
---___
- ,
I I
I �
- . p -_ -_
I I
� .
_ : . - L - - - -
'
I ;
- =
�
- - -
�
-_ -_
__- ­+__
� I
- ?--
I
­
� .
I L
­ —
- -
� �
, .
- - - . I .
, '
=­_
i
I
I .
---
I I
�
i I
_=
I
-_ -
- __
-
�
I
-­
. .
___
-_ �
--,---
.
: . �
I .
-1_7
I
I !
� I
L-------,---
---
I I
t I
_�__
I
­
� � -
I . I
-1
-
1-11, -
-9 01 N
� I
� . I I
___ �_ -
� �
,
54 D
.
__ __
-
V�_
-
___,
---
I
.
__­
I
I -
- -
L---
i :
, : z
__ � .
. - ' .
�� �­_
I L
I
- ­­
I .
I L
,_ -+-- -
, I I
� I .
- -
I
I—-
­­-
5
- �
�
­ ­�L
-11 - I
I
­
_­
I I
'__
- I ­
-11 �__
__ � ; .
�
. I
I
­ '
I
"--,-- "'L
I --- �_ �
I
I
I
:-_-,
I -_
i
i I ,
�
- -
.
­_­_
I ­ 1- I
�
- ,
- - . � .
;
; I
-1 _�11_
. ; I
1-1_1
�
I
,­ ---
�
- ­
� �
­­­
-_ ­_
� � �
_­­
L
-- --
­ ­
__ ­_
I
z
— .
�
---- -
. I . ;
­
� !
I -
----.
;
,---
� �
------- �--
I I ;
------
-,-: �__'_____
- ,_
­­­
_­ ------
�,_
__ --_-,
_ _
­-,
_­ ---
�­
�
_- -
I
-
­
­
____
__
- ­
-
- __
rg
- .11,
�
, �__
�
- -- '
-
. I
I ­
. �
­­
� I ;
.
­­
­­ -
­-
­ ��
- L
�
I .
- - - - - -
I �
____
I
­ __
. I I
.
- ___
__ I � __
I
-1-1-1
- ---
1-11, -­
-
:
­
. . I
­­ ,---
.
I - - - �
---
. I
-___
:
L- - ;­-
I I
I
I
___1 -1
I :
­­
I
I
i �
­,___
I I I
.
--�'­ ---
_. 1-
-
I
. i
—
I
­ 11
.
-_
----
.
I- -1
I
.
I
___
.
:
- - - - -
1
I
­__
__ -
I -
.
; I
; ;
- - I -1
.
­_
;
­
I
-
- - -
___
. I
.
/_ -_
-_ I
I i I
,­ -
I
�
­_
.
I
-1-
- ­ -
I
_­_
1-1
- - - -
__ -
------
�
I
­_
1-11. ;
-
.
-- —
-_
---
.
r
�
-_ ­
I
----
_
L __
I
- i �
I
--- - - - -
I . I
­_
-_
�
- ___
-
. .
�
- - - - - - - L
__ :
r--.
: d I
-
­­ ­
-_
­
I .
_­ -
.
1-1.
I I . .
I .
I I
I __1
­
I
­ _
, I
r �­
I I
- - - - --
L I
____
I
­­
0
-- ­
I -
_­ -
�
�
--- -1
I
-1-
­­ ­
­
­
� - ,
. I
,--- � --
I
!
_____
i
­__
.
, �
_ I _
___
-11-1 1-1 - -1
I � �
____ -1, --
I I I
_ --- I—. ,
---
_ ­ -.1 __
___� - - - - - - - -
:
1____ -_ -
.
- -
' r
A -_1 .
I I
I -1 _�, ,
I �
- ­ - -_
I I I . I I
,
,
!_ ,
I .
I— -
�
I .
-_ . ---
I .
;
.... �­
I I I
--1-
L
­­-,
-
I
- _
-
N
: � ;
----
. ',
�
- '_
--- T
­
I :
,--7------
.
P
.
­_
.
--�-
�E
I --
__
____
-W
��,�_
I
t _
-- ,
-
- -
L-,
I
­­_
­_-
I I
�
---.--
�
—
Z
L
- -
�
-- ; . -
_____
I
­_
,
--- ,
L
------r-_
_
- --
_
---
I
-- ----
,
­-_
---
- -
�
I
-
�___
r
- :
­ . -_
I
-_1
j , ,
__
- ,
­ -
�
I L �
� -
; _
�
I
_ . __+_
- 1-1
­
I
I
I �
I
- __ -
.
;
I I
I
­_
L
I �_
I __f1___
I
--- IT__
­
I I
. -
-,---
_-_-.
,
----- -- 7----_- ---
-
­ ----
I I I
- - __ � - -":,-
,
L----- ,---
,
- , ?-
,---,-.
I
r-,
_
1- ___
-
"-T---,-
I— -111
I
� I --- --
I -
L � - � -
I ;
;
--- ; ---
- ­`­
. I
I
--- -
'-- � � L - - -
I ,
­
�
. . ......
- - - - ­­-�­
. . ,
'
--�_+_-�­
---,--
I
-_ 4--
'- -
-_
' ­­'
I
­ - --
,�
- 4
- - - 1---
- . .
--- ­--� J
_�- 1
' - -
o
-a-_
I
-
-
__ --L- '__
-11---4 -_1
. I
- __
7 ,
. I
__ ,--
I
�_
L
-__
- -
. I
-- -- 4-
�
e
-i --- IL- __s�
I I . _
­ � -
�
I ; . ; __1
I
­­
, ,:;;�
-­
-
-
-
1_'
::::��
,
I
,-L- _-
— -
.
---
- -
e -
.
�
-
� -
. ; �
------- -.---.
��
.
� � -----
�fn
rsotl
�
L ---
w .
7�
I i
-------
,
___
:
.
-- ­­__
__ . . .
.
__
�
­ ------
I I
---
, ___L_
__­
­_ - � I
-
___­
I
_­
� -
-
---
----,---'--
�t
­
- -- -
_11--1 _1 L-
----,I
� I
------ -
. .
__ �
L I
-
___
- -
__ �
-4 ----
I
-- t -­
- - - �--t
: J I
I I
_­ ­
�
___
- , . f
, I
-11 _1-_-_-_-___,_,_
- L� - �
i
7
­
: I
__ . I
�
: I
­­­
I
.
L
. �
,
-
.
. I
�
.
- :
�_
�
�
-
� �
­
,
,-,
,
- I .
-
___
� . � I
_­­
; �
­
I � -
-----
- . -
-
.
- '_­
'
­,­
I
---
_-
­4�e
.
� ; -
o
"*-f-.
, -i..
�
:
swn
­�_
, I '
1
_�n
, ___
, �
�j
-,
_
��
I -So-
-
4?n
I �
--,,_4_-.Ie­.,-!!
-
­ ---
, .*,
___
,
�
__
�.
r!�t_
I
---
-- --
_
.
--- ---
_ -
_,
-_
L
__
I
--- ­-
.
1
-----'
.
- -
�
­ ---
,
,- �
j-
__ _- -
­_­­­-­,_­.
�
-
­
i
- "
L ------
---
-
;-.I-
-
­ ­
I
I ---
I
.
---
,__
I
--- I ---
. -
­ - ------
I
-­­
�3 I -------
o
---'-"-
�
­ - - -
- - -
;
------- --
�
­_­­­­,
I .
1-1
I
-
. I
-
--' -
--j - - - L' -
j ' L'
I
-
-,
__
- ­­ , ,
, " , �
-1 --
__
1-1 -
- - - - - - -
11 -
� ,
1 ------
-­ - ,
� ,
1-1
-_ -A
�
;
­ --,-----,
��-_-Ssf_-,s.
'_'%,4_
._____.______�7_;
_1-1�
,
:
-
-
-
'i"
__
-
;�;
�t�t`
-,
-
-------
;��
L -------
��_--:f_
�
I
----- -� - -
____
I I
_IL
1-1-
- - -
-
,
- __:t___j
[ __
-- i-
, -
, -----
,
__
I
-------
�
I I -
- I
�
­-
1
- ­ --- �
�
---------
�
­ I
� 7 ,
-------
�­­4
I
­
I
L-----'
L L I ---
, --�
� � - - - � --i - - -
,
J-1- -
- - - - I - - -
[- "'I ­
�
-­ I—
' L 11 __ �5 I I
I
I I _,� � -
­
I
-_1 ,
, � I
I �
11-
,
: �
I
­,­
I
;
- -
-
­
I I
��,_
11
i
�
- -
.
- I—
.
­ _11- I—
I
­
I
I ;
I
I I
__ I -
___1
I L I
�
�
�
;
.
�
-
I
-.1-11--
I I
I-
I .
­
�
- - -
__ -1
I
-1 .__
I
.- __ .
I
L
I- . . .
�
111.11
L
_11-
:
- - - I -
;
­_
;
.-
;
_
,
. . .
-
-
� I I ;
__
- - - ­_
I I
-
:
I
___
�
.
1-1111-
�
­ I
- - -
-4 ---
I
­ "'
I :
,
- ­­ ,
I
I
- " �j­-
­
�
I
__
__ -4-
-
I
I I
�
5 -
I
L - - - � 11 -1
I
.11,
�
­
­-, . .
�
;
I
­'___
;
I
­­
�
� I - I
____
5 I
�
_:1 , - I _��,
- -, _,� - :----,,
:
� , - i -
__ -
--'
I
]_ - -
L
�__, -
I
I ,-,---
- -
- ­_
-
- ---
__ -
f--
1--j-1
.
I
_­
;
---
I
:
­
�
- .
-
,
I -
-
.
- , __
I
I
___T__
�
­
, - -
- - ­
.
.
. - - - - - - i--
�
. __
__ __ � -
�_ � -
� - F
I
.__
I - - -
I
- - -
__ �
I -
1--f-t
; -t-
- --t
. I I
. -1
_11
__ __
.
- `
� I
- __
. I
_-
- - - __
I ;
­�___t­
. ;
:
r
-- _
I
I
I
I
I i : -
­ __1
I
- - -
­­
�_lh___
­­
__1
� ­ - - -
L--- �
I
- - - I
.
:
? --
- __
;
.:
�
I
__ ___
-
___
­
.
_ -
__ -
I
__ __
.
,_
- - - - - -
�
­ ­
__
"
_­­
-
- - - � - - -
­ - --
- - - - -
- - �, -
- - -
__
i-- __
__ � - - -
[______r
-1 -
__
t-
i
[_ J,
__
� ,__F
__[_
_ .
__ ___
f
:
,- __t_1
- - -
[__
J
---
�
�
�
� __
I
- - - - 11- - I
­_ , ­
__ I - - -
1-
�
- - - T __
,--.[-------I[-
1_!
I
,
__ - _1
I -
I
L 1_- :
I __ I-
P_
- - -
T]
- __
,
- - - -1
__ -1
,
- - -
__ �
7
__
o
,
I
­
---
.
F
I o
I I
I
I L
. _1 C3
f",
I
;
.
7
I
!
: ! 1
I :
t I
-
I i
�
I
I I
I
:
I
I
I
I
I
I
I
t I
I
;
I
I
I I
;
1 1
t t-__
I— �_
�
�
I
I
.
�
I
1
i
I
i
i
t I
� ; ; :
. �
;
­ --,--
� __ r l% I
,
-­ - '� ­­
� I I
I I �
- ------- I -- - ------
;
-L-;'
-
:!
.
t- 'k-
­
---
I ;
J___
-1-1 ---
-1 -11
I
:
-1 ­ -
,_ L � -
; _1
L- I 11
L
__ ___11
, �
_­!
__
L ­­
­
?I
-
07
� ,
F_
I -
- - - - - - -
r_l I , 1,
� � I
-�
I-,-- __
I I L
I
- :77
�
I ---
1-1-
5G_1
I—
__
- I I -
-1
�
__T______
t
___1
F_ ___
, ­­­­­
-,-------
: 1 J , ,
I _�
L I
. I -
­­_ IF -7-1
__­_ joll-
I
--, , �Lf_
--Z.
-­
I
--- I
- I
,
9
�_
�
-
__
.
I __ _+�___
�
_­ �--j­
I , ,
I
__
, � f
---�--
-
.1 _y__
- -
I
�
�­ a-
,
I .
--I-- ­
:
__1 _�___L_,__iN1L
� .
� 1-1 --- 5- -
- ; ; I
I .
;
I %-
I
I
.' � ,
;
11 __
, I
,
- -1 -
� ,
---- --
�
- I
---
- A.
-
L
.?
.
=1_1
: , �
__ � __ -
I—
I ;
- _A.
,
___
I
.1, L%-
;
,1�
� ­[­­
I
I ,
� ­ ---
­ - ,� -
. I
-11 � L ---
. L
11 111� ­+
I �
;
-
I
I
i �
L-_`-
1-4 '.
I .
i . ;
_ _­­-
; I
:
­­�
: . . �
-_
-
�
. .
I
� I
­-
:
­ -- ,
. . I
­-
: ;
-
I
­­
I—
I
I
11-11 ---
I
I ­
- ,--
_
_-­__­
11---,
;
- �_
I ,
-1,
-_ -
-
�
_6-
I
�
�_
­_
�
___
D k-
-
­
I
X�
___
I
­-
I ;
I I � ­­
- �_,
I
, ---
� I
-­-
I I
­-
L----
.
__�__
- -
I
,
-
__
I -
__
-
__
I
�
. �
- 7
�
___
I
.
_____
.
� �
.
�
;
- L
___
I .
__
__ 1
- A
­ __
. .
­_-__
. .
__
-1 �
-_
I �
-
, , ,
---
N
J -
-1-11
. . I
I . :
___L__
-
.1
;
�
_-,
__ _1
-,--,^
L- �
I
­
__
---
-
;
:1 f
-
I i
- -
-
;
L �
�
­ ,
:
I I
;
__ I
�_
�
�
�
; -
­
I
7 _%.
_
.1 - ,
- 11 � �
_- -----L--L
: -
­
I . I _ A
,­ "
; ;
-1 -1 ---
L �
A
.L_�L_
I . .
­­
I . ;;
� ­_
;
I
----
­­-
I I ---
; 1
____
. .
­
I
-4 ---
I I
L-----
I
-- --- �
__
---
-
-----.
-
:
---- -
__ ;_ -
:
L--"--'
_­_
__ - -
--- 4 __
___
.
-- i
'
­_
I
;
­ 11 __
--'-
, _ __
I . I
­ - - -
I I
--"---
- �
__
I
I i �
- - - - -
I
_­­
;
�
---.
­
­
I ;
I I -
- ____
I
- ---
:
- __
­ ��_
_� �
�
---; - - -
� -
[ L,
__ ­
-,
__
- - - �� __
.
­.
� f
-,--
,- - ­
- . ­_
I I
-- - --
, _,___
I I
­ ­_
__
: I
-,--
,---,,,,
I
,--f-,
i ;
- -
�_-_I-
�_ L_
-,
,-:
J_� ­
, p
-
I
__­__
__ t __
­ -
�
-
.
-
, .
--- -
I
r
I
.
__ .
/ I
�
I �
­
:
-; --
�
.
__ .
__
I :
F .
-,---
I
�
---'L
L � I
­
_', -
-3
_-
-
__
-
']
)--,,-,
----
. �
. �
- --- ­ _____
I
.
-- I I - - - ; - -
I ;
-----
I r
- I :
I �
I
I
-1 -
2
,- L
I 11 ___
� -
),,-,-
:
-- --�
­ ­
- , -
- - Jr
j -, 4
.
t ,
- ---
,
_--j-4-
­ ...
�
_­ ;
�
� ---------
---
__
- - -
__
1-
--- ­-
� �
__
i
, -
I
- - - - �­
--- __
­­
_____
I I
_­ --
I
,--
-----
I
___
, I
--- ---
i
�
I
­­
I .
_
� .
­­_
-
11
­_
_
__
- - -
,- -
­­
I
,----
­ I . .
- - - �--
;
-
.
____
. I
--'--
I � I �
­ -
I
':
­ - ------------
I
­­­
�
-
__�71_
-
f
:1.-':
.
-
--
I
I
-
---
I
---,,-,-,-
. I
,- I
j
------- :
I �
­
I I
,-;-,
-1
I
_____
__
, _r
.
. -
-
. ;
­
,--
___, _
- - - I—
I �
- - -
. �
­­
, I
L ­
- , ­
,
....
-__-
I
:
-----
I 1
­-­-
I
__ ?
- __
.... ...
;
-
I
, . ;
­­
I I , ,
... __
5
-­ � -­
, -_ -
-
­ _ -
.
___
1 "
__ ___i___
-
I
I
I
L
;
­
�
- -I--
r__
I
---
- .
I/ i
­
— -
­­_
I . I
I ___
-
­
-
--I-
. .
I i
� -
- __
� I
-
, -
-1
—
t -
----
,_t,______
�,
—
7-T-11mr-
_,�
-___
N -
-1 -4
,
�
�____i
'r- ! A I
L -
, �
- . . .
- -
­­
.
__ �­
I
. I �
. -
__
__
­
,
-
I ,
--i-_
_- __ ,
____, -t
I '
'
___
_��
__ � ----- -
i :
- �__
�
___
; ;
: - __
- - - , _ _
I __
----.f--
-�__
t�
___
I
____
__ I � i
__-___""­- _�
. �
I _-11-
-
,---
,
-­­­ -,--
!,� o
-,-----.---
-- � -
.
.
I 11.,
I I ; 1-31
,
,
Q
-
f_�4
_t -
.
__
.
�___
I /
1_'
I ;
-
17
�
7
�
­­
.
.
-
-L
. .
�
­
I I
­ 1
-
�
1
-
__
.
__ -
,
-
.
. -
-
11 - t - -
.
-
-
I
_­­
­­__
:
­­-
1 :
­�­
_____.
;
­_
�
:
_­ -
____
­ -
�
­__
---- -
- —
---
r-
-
�­
.
-- i -
--- ­_
f
­
-­ .
­ ­­
:
___
', �
­_
:
__ -
—,
I
�
__ _-
f
L---
------- L
--
- - - -,
---
o
­_
�
I
­_
---,----
,
-
__
I
_ __
f
__ �, _/
A
m�_ 11
� I
4
I_
__
— -
-
1-f
- m F
__ , �
- , --
i_+l__-
+4 .
y , �1
- - - - -i-
---
!�_
,
- :
5
1 - - - - - -
- I ___
, -
I ,- -
J_
___
i --
I
---
= I_
;
--- - ­­­
j
, I
__
'
.
-­-
I L
L----'
­
-_
__ , I
- -,
�
% ; I ;
------
�
�
L I
­­ -
�
;
- . :
---------
I
-
L"-- ' :
L
____
�
� ,
,- _[:L
. .
:_
1-4
_
I
---
:
---,.
:
.----
�
­
­ --
­
I—
I
I
-­_ -
I
­_
�
I
_- I ­
---
I
__ L � -r--
1.1---r
:
I
,
__
__­
! ____
�
____
- __
. I
?---
__
, -1
I
-1 t_7
I . i I . .
I I *
�_,
I I 4_"_4_,___,1-
I i ­-
; I
_1____1
_�
,--I---
-It----v
-
,_$
� __
I I
I P
.
�
—
Y�
_ 11 -
.
I
-
: -
-t--,
- --
__! I _t_
- � :
r �
- -
4-t-1-
-4--�-
t
I I - �, ___J,__L_
­
__ __
t
+-L
I � [ ,
- __­_
— I- -
. .
[A -
1
__
��-
I I L I I
�_ _­_
� !
_ _
t-
_ __
_­_
_ - L
-
___ - - �
-i L
1 I I I :
I L I
� ,
- - I— I
1_.__j1_j_�F_1__.
__; I
f -
- -
, ,
1,
. I
-
I J
,
,
—,
I
-,--
I
----.
.
I—.
;
___; __
o
- - -
. I
_-I
I ; -
,- �--
;
L .... :­
�
r -
I J+
I � ---
,.
- -f-,
I
- -
i
I - - -
[I
- I j �­
t
;I
- I I
­ ­
III
_­­
; �
.
­ --------
�
- - - -
I
- -+'�­t­--f-
- - -
I
I
--I
1�
I
----
--- j -__1-_t____7_-
I i __
I
: I
. .
- ---
I
__­
I 1 .
­__
I .
.
----
I �
I �
___
, :
: I --t-
�
. . .
+_H_
-- - -
___J____-__.1_,
�
-­-
,
�
­, I
--
� .
I ,
- 4 ---
;
f I ;
-- --
j?_____
-
_ ___
___
1_
­. -
11 - . __
y
­
__
-LL
t- ---I-
I -
-1 ­ I
- ___
__�i
i �
t,�
� : I
__
I
IN
I I
i f
I I I - __
-
-
�
__ -
I I
�­_
. L
__ ,
- J,
I
-
i
; 1
1 1
- 11 �
I
1 :
I I
_11_�--4---t
�
J�
I I
... . ­--f-j-
I
� � �
I
__
I
� __ �
I
_
�
I I
,_t_
- - -
_� - 11
-
�
I- I
I ­­ I
- __
,
:
__
I
-1
I .
I
­ ---
� I
I ---
�
_-1
�
--- !­­_
-
- ­
:
­ __
,---
� I
:____4__
-
-
- ; � I I ; I � I
t_ _!
� 1 : ! :
__: ­ -- ---- -- �­_-
­ -----T---1-
t 1 : i �
I- �_Ili­ -1-____,
I �
--- I I 1 i �
. I I I . I
_-
I . I
­
--t
� I
I --------
1__-__1_-_
-
-
� - �__­
"
� I I .
-­­­
.
__
I I �
I
I——
_-1_____--
I_ -
- -
� . . L . . I I
1_-__11__111----__,_-
o I
_­__._____­
: � I � ,
-------
i � -------
4-
' :
;
� � - --- ---
. . r
-_--11
I I '
_­�� , . � �
-I----
-­
- -------,
� � .
-
--�l-tl--,-------L-�-�-�,L--,-'I
1 "
r .... ..... r ------ I
. �
r i I
­­­
I .
, ;
L ------
I
---
­ ---
� .
_________
L I .
, I I
I __-__11_______,__--
I . � w
� ;
---
o f I
�
I , __­
---------- -
____ __
__­_,__
I �
---", -
­
.
------
� i ___
­
I I
__­___­-­--,---
I .
I T
�___ _�___
; . . ,
. . __L___;
2
L --- � _­
- - , , ---
-
I --- ­
j , , , , I -
__
� ___
I �
---- ----,--------
-------
-
I
- - -
—
­ _______
--- � I
.
r 1 5 I
_­­­
- I ;
_______
. 7
11_-____1_-
- . -
--
: ;
I
--- 1____
� a � � ; I 1
I ; ; __
-7-
�
. __i___.__1
� I ;
�
--­__�
-
. I
­ ---
; �
-1:
___,___,___,______,________
�
--- - -
--,I-----�,---�-�-'-�-"-"-'--��-"-
� ;
z%
I
---- , ,
�
__ __
; __
� ­­
___-__-___,__J____,__,
, __
;
__ _; __
­ I
­_­_­­_­_
___ - I ____­
d___
.
­­
__
I I . __
­­­­
_____
. -
__:__
--
____
4 ,
- -
----
. ;
— —,
—
I
11-1-
_ ,
-
.
__ ---
. I .
­­_
_____ _—.
i I
­_-,
I I I .
- ­-
� � I -
- -
. . I
- --
, , . . � o � . o
. I I
------ I
­_; � I I I
I
� � . I
� �
__
I
, , , :
­ --[.
, � I
__­
-
I L ; I
- .
I L
__1 111-
I � I -
--- �­
�
L I I
I— ---
�
__
I : �
I---,--
-__
----.I'—
L --
I I , ;
­­­__­___­­­_­
-------
- ­
I
­_­
; ; �
I :
-------
I I ­
­_
---'-----
___
I 1 .
­ ----------
I 7
I o L I -,,,-_.,-_--,
-- �­
I : I : �
-
­ ---
1 . .
­­______
-
­­_
. I
___ -
;
­_ -
I
_____
I
----- I -
­
---
__
�
-------
___ -1
:
i -------
---
I I
-- !-----­_---_-
a -
---
I I I ­­
--- ---
I . ­__!___________
­
-- �­___
-
. ,
t
. 11-11111.-----
. �
-----
� I
I — --------------
;
, ;
11__-
I 1
__�_
, .-
I � I
.�__ -- � ------
-
I �___
�
_­_ I
1
1 �
I ---,---
-
!
­­­-
-
I I I ---
I
_­_­­_­-
I ;
I I
..
_11-11-1-
�
�
:
-­-
I I
-1
� !
I
-1
�
_ _.
.
---; I --­­­­­--;­­.­--
I I I
.
� I
. .
_­­
-L-
-
-
I
----------
� ---
.
----
_- �__
- 1-
- ___
I ,
.
3 , ­
­'­�-- --r---.
,-- , , r
___ I --- � __1__.1 --- i --- i ---
. .
I 1 1
_ _1 _1 ____ I - ,-r,-
­ I
,
___ -
I __
-
L
t
----'-
­­­
.
- , - - __
_ 1-1-
__ __
-
_=
- ----- I- __ -
---- -- E I - - - - - -
----'--L'
- -'-
- - -
--- - -
- - - I __1 -7-i-T-1
- -
I --
-----
- - - I __
I � .
� I I
� . �
__1-__1_- �
� , I I
-1-i ­__
I
. .
----
'_ -
_
-
- -
- __
-
_
__ _1 __ __
----------- L --
- - __
- -
____
I .
__-11--_
_ ___ I __ 31
,____,_ ,__
� z
I
_-] --
___
; I � , -
�
- I -
; I :
I I
- :
- I
j
, ,
I - ­
_____ __:
- __
� ------ I
---
- � I I
.
-
__
__
,,,
__ . __
-'L_
,* ,;
_-1--j-1-
, -L --
­� ' 4
.
-- ----
I
�
-_1
i -
. �____
. I
__ ­; -
; � - � ­­
�
I
o
___
L o
�
I I �
:
I
_ � : I
I
-L � ; I
I
; .
__� -.--
__
- . . -
- :
� . �
__
­ I
--- __
­
. I .
-
� I _
I
­­_
­ 1-
_­ I ; ;
I .
-­-
--- I -
___
____
­,
' . I
---
------
­_
_-
__
--- -, [
L- I ___
'
­_­_
.
I
­­
I
.
;
L--'
. .
'­_____­­---­­
i
---;---
� L
___­
I
.
I
-------
�
-- - ----
-
L
­­
__
� .
­ -
, ; ; __
­ ",
:
1_1�_ ------
;
A-
;
-
- . -
� I .
,
- ___
I
­ -,
-
, .
- . I
—
__­
I I
__
�
__
T :47
_­
,
�­­
_
_`_
___ . . ;
__
,
__ I -
.
� -
---
___
_
� I , T
.
I
�L
i .--
- - -
I �
_ L
: .
� .
I
__
_
� .
I
r
�_ - _,
-
t
___ _ _ �
I
1------
�
I I
_­
_____
,
- ----
­__
, ,
--ij:
___1
.
__
I __
�
I
� _�___
. ,
,- �- ­-
­
1-11 -
____
­-­
_____4__
---,---
I
t-
.
­­­
�
_­-
----
---
---- -
.
- ---
­,
�
______
I .
-
_­­
L ---
I
-------
�
I—
__1
I :
I
I
____.____1
� �
___
. .
I �
- _____
. :
I I ;
- - - - __
-
—
­­"-
;
-
- -
� 1- 'I
__ __
i
: I
� _1
__ I
I ­
� I .
'I .
- . ----
----"-----
I _____
�
,
-4--
­+
-11,
: ___
�
� �
I I I
, �
--- -- - __
i � ,
--,-,-- __
,
I I ­
____
­
__
I ___ - -
I I
I----
I I
­ - � --- �_, _1_�
I
_­_� t I
I ---
+_ __�_
+ __
1- -
I -
I .
__ -1 _ __ ___
,
- I _ __1
11 -1 __
,
__ _
___
__
I
- . , --
L
,__ � __
�
�
I .
­­­­
, ,
_ __
I
I— ­­­
__
_
.
-"-'-'
___
. , _
. -
­L� - - ----- � '-
-
I
­­­
I �
-,--.
I
'---
___
----------
____
L
L o
�­_4­­_-
; , i L I
___1
­ � , �
i
­_
'; .
__ �
--,
�
;
�
, 1
- ,
. Ir
� �
__ 1-1
­ I I
-
I .
. .
I I
- __ 1�
I : t I
i -i .4
e
I __ -
.
-
i
.11
_", -
- - -
I I -
. I
i
. ; ;
----i :
; , 1 �
___ - _ .
. , I : I ;
I �
_ _
. . .
____
. . �
_
- -
I L I
­--
I ;
­­ -
­
I I
,--- ­
- I
__ ­­
I
.
I
- - � -1-11
-1
�
I
;
-1 11-1
_­ __
­
,
_ ___�,
- L -4
-", ___
. I
__
I I I
--_
__,___
� ,
_ -_
=
-
: - -- -
--- -
___,
I , __
I
.1. � -
I
- i ­
I � ------
� I
--
:
- �
=
�
-­­
I .
. __
=
--
_. -,
- -
_-_-_ --'-,
. I
I ­_­
__ .
I , ­ --------
-- I
�
- ­
- ­ I -
: .
;
­­ __
I
­ __
-- � ----------
, �
--;
I
-- ­ -
;
,---,--
I
I I
­ -
__ __
­ , __
-
__
_j
i ;
_ __1
. .
-1
I
-L' �­
I �
­­
: I
I
-
.
-
I I
---
- -
--
I
__
.
i
t
­ ­
� I
�
____
. 1
� _
- ___
I
­_
.
� L � :
�
__ ;
� I
­
�--
­ I __
I I .
11 ---
I �
—
_ ___
___ .­
-�4
_ 4-
__ :
-----
4
--
_-
:
-- __ -
I i
r-
---
r .
L .
- �­
I
. 2 - --
—
�
. :
�
- --
'
.
L-----'
: '
---
-
__- '_
-- --
; --------
� __
: .
�
-,L-"--
'
L ------
.
I I I .
__
i .
-
, �
I—
. ;
­_
7
I � :
1 ---
f--_
. .
��
. �
_____­_
I 1
­ ------
, :
:
. .
I ;-­
__ ---
'--- ­
.
--,--,-.
L � I
— -
� L
�
__ -
�
­­-
�
­
I
­_ .
�
____
I �
I
;
L- ­
; i
L :
--- ?__11
I I
--,---
I �
; � I
--
I I
.­
� .
---,--
i ;
I
­__
;
� :
---
­ -
__ __
. 0 .
I I-
___; - L
-1 I . I I I
I
­
I , 11
___4_ -
i
, i I
� ;
I I
i
I I :
- - __T L--.
�_ . �
I
_=
I
I—- J-_
_
i
i I
I
__ 4 -
___:., __ ­_
- �, ---
I
I-
_ -11 -1 r
I
� ; �
,
-
I
I
,---- �
_ � --- � �
;
�---
i __*
I --=
�__
i �__ I
__
� I
�, ­ ----
� I
i -
- - --
--- -
,
, _� __
.
---- ---
:
______
I , I
-- ­
__ -__
__ ,--
' -- ---
.
,
-------
_� ---
­­
I I
_____
I
­­­
I
+___+___
---
� I .
­­­'
I
-­­
- -N ---
I ,
�_ ,
—
I �
­_
. �
-­­
­ I
� I
__�_­­
. I I
___
.
__ � __
:
-­
---- T-
�
--- ,­
--- ---
­ ­­
. A I -
- ­­
- ---
_t_
­ ------
,---
_­__
I
___ I ,
- ­­
I
­­
�
�v
-
,
,
� ------
� I
­
.
-_
� .
,
I __ - ,
�
_1 ......
.
� ---
L .
­
___1_1 -
:
I
L ­ ­
I __
�
i
- ---
I
-­
I
I- - ­
. I I
11-1
---
,_
--- --
L- ­
--- , -
__ ---
.
--------
.
--- i__
o
­­
"'. .
­ ---
_ ,
�--
;
__ -
-_ -- - -
-_1
:
­­
�
­ ------
I
- ---
-- __
-
--­
� I
--I--
I � .
I——
I—
----
­ -
-, ­-,
I
---
. .
­ _T-
- -
� J,_-
_
­
__
­
- --
--,
---
­­­
_ � �
-1 -
. I .
:
------
L' . I
- � ­
. ;
- --- ,
A ,
� I . ;
--;---
, �
= -_
I : _
[ _­
: � I
�
=
i .
I .
I
­-,
_
__
�
L---'-
"
_,___
: �
_­ -
I
. I
­
�
I
-111, ---
.
­_
I : I
­­
. I'll
�
____ -
I
.-I I
I
­- -
, ;
—
- -
.
-
;
__ --i
;
­ �
� �
-
-- . -
.1
. L I
--,--
I
­_
� .
__
_
---�
� .
� __� -
------
;
[
-
L---
; I . I
I ---- ­
--- --- i - - ------ ;
. ;
- - -
__ -
---
­ --
-- ---
r I I ------
1, � � -1
I I
� _1-
-
__
, -
__
[,_­_Lj
I
i -- �--
-_--�­:-­
I I I ;
----t-
--- �__
_�__
- __
­
­
,---I,-
I . .
i ,
_�_
I I I
,- -
__ -
I I
­
i �
i
-
I . I � I
-­
�
� I f
___
- - -
. I t
- ____
*
. i �
. 1 :
_­­ , - ,
I :
__ �_ -
___ __ -
:
------- Lf___�
�
__L____1,_1_
' -
,
I _L
----
'� - - -+--1
I
­-, '�
'­ ........
i : I
. I L _ -,
�
� -
. L
- ­ - � ,
? -
- � -----
.
: -
­
� � .
- � -
; I
-- -
__
---
j
­­
I �
-- � -ttJ---t-�
�
__­
;
,
, "
� f �
__­__� -----
I -
=.
----
--- ­
. ___
L ---
- __
. -
. I
­ T
. .
- t !
f . I
__ � ::
. I I I
I I
A
­ ­ - - -
_
L
;�_
- - - :
- -
-
I - - -
� ' -
I I
. -
-- -_
___
-
­ . .......
___�___
- I
�__
L; ­
-
I ; -
__-_
­ -------
- ___
- ­
-
-
­ i I
� I
__1 I
­
___­
__ .-­
I
.11.1 -
I
_-4
,- ­,
I
­ ­
.
. I -
I
__ ­
--- __
,-, _
__�__
.
- .
. .
. ,
I -
L- �
.
�
-1
. ;
_; __
. I ;
­ . __
I 4 .
.... -
. .
I—
__ -
__ __
- ___
�
L :
_­
--- I __
-_1
-
�
�
____
. ,
­- -1
--- �,
.
:
L- �
-11 ----
�
­­
�
I
q
­-
;
---- -
.
- -
--- ---
--- ­
-
. .
�
__ -
; ;
- ­ �­
I __
-- 3-
I
, ;
­ I
�
--11
.
1-11
I I .
__ -, .
_,_� ­-
;
:
-_1
I I -
­-
- -
--
­
­
_
- - - -
I
___
. I
. .
­
-
-
;
- �
I Ir
___�_
+_ __� __
� I �
__
L
--- �___­__
I I
____1
. I
- =---
__
.
- - -
-
__ __
.
__
=.
1 ; i
--_-_- -
I __� --
- . . :
I
t
�­
, - , ___�_
-- - -------
.
I
-
! - ,
I
' :
L----
. �' I
---'
I �
: L
____
-
--l-t�__
, � � ,
-
-
. .
L __
-i -
__
__ _
__
L
_ _ - _
_____
_ -
__­
I
.
- - �
I
�
. . .
-
- __
-- ----
�
I
---- � __
� ;
�
. :
. I
__ I
:
___
� .
L ------
�
I
- -
--- -
I
- ---
- ;
,
-11 --
.
� ___
.
------
­
, ;
- __
- - �_,
_____
___
. ;
:
---
I
1 -
�__
--- I L
L -- �
:
;
­_ L
� I
--- . I
_­ "
;
i
­
­_ _­_
­ I I I I
, -,-: I ' - _-_
I
i -
.
­
____
:
�
:
_­__
,
-- ­
­ __­
,
I
-­­
I ---
­­
-- � , ,
-----
I
-­
----4--
:
- - --t
____.
I
, - ,-
t----------
. 1 :
t_____
.
I
I
I �
­_ .
.
:
­­
L
.---
----------
I
- ­
I
__
-
____
;
__
I I
_­ ---
.
I ,
_­_
--- �_
I
--- ___
�_
- I I
__­__.___
I
-----
��_ �_-
I
_- ---
- L-
-- ---
L- -
_____
------I
I
.
i
--- -
.
. .
-
-- -1
L
. �
__�,_
��
__ __
__ ---
� ­
-1
---
;
_____�
�
.
----
�
­_
:
---,--
i I
­ -,
L :
­­
:
- ___
__ __ -
--- ---
, .
__ I
. . �
--- � -1
__ I . ,
:
_­ ---
. I
�__
:
_____
-- ---------
- �
- ; -
I—
I
! 11 -
­_ __
__
-­ --
- �__
:
­
� I
-­- �---­
� .
� ---- + ­ - - -
I
___1 T - - - - -
__ _
I
i - - - �
i
- - - - - - � _ __
I
r �
------ - -- ---
I i
I I
,_ - J , i
;
-- 7-
� __ .
- - - � :,-_,,,_-.-,
i ____,1
� ,
-
------
__ ___
­_ --'---
- - - � -
, I - -
.
­­­­
,_ �_
- - - - -
__ � , - - -
I
­­­
�
--- � ---
L- I -_
� .
­1�
­­ I—
- ­
- --
-
I
--7-
;
_­ - - -
L- '
I
L- . ­
--- ­-
�
__ -
-
' '
,
---
__ ,­
­ ---
;
­_ --
.
,
---
-----
---------
.
I
__
�
- I .
,-
?
-- �­_
;
___
I
I I
, --
-------
:
-
I
�
- -
---:
I -
�_
I
- ---
­ __
__
­­-
I
­_
---- -
�
__
I
_ � ---
I
- -
__7___
�_
�
-
__
-
__
___
-
- ­
__
� : --I-
I
- I .
..
_t_H_
,­ L-
I
� � I �
­­_
I
__�_tn__i_
.
:
...
t _
__
.
-
.-
___
:
___
-, _
L
----
�_
­_
-
-: ---
­­­
I
H -H-1
� -
- -
I -+
�
- -
-
�
- �­-­
I
­
-.-"-
I
-"--
i
-- ­
-
- ------
I
;
- -
;
I
- __
I
11-; ;
­
I
1
-1-
t _f_�
__
---
_._ ----
[_1___
- �­
-j-JL_
-­
­j___
'--'---'------L-
I
-1
1 __ I
-- '-
J-1
" I ­
I . -
-
- 1 —
__
--t-
---
-----
----I---
f- ----
1��
______t_
-4
I
I
_r__
I _
i
­­_-
I
! _-4-
i
I :
-----.,-
.
L
I I
L- �­__­_
. I . . I
I
I
: 0
I I I �
____
�
- ____
_�
;
I --- -
I
-- ---
�
__
I
-
I
_-______1__
I
t
.
r .
1 �
I
I
.
__
� I
�_
- __ -
__ 111�
-
I
:
.
� L �
�__ I
I -,
�
I
i _�,_+_
I .
I
_­_--­----­-
I
I
__
I
,
' --'---
.
I --_�_­_
__
� -i ---
�__L ---
--- i-
-­
-,
�
I -,--
-
-
I I
__
I
.
. . -
I __
.
­­­
I -
-
_11 -
I I
kf_
,
, _L �
- - -
_
- - -
,.,-- __
I
- "i
- : I- -1-,
,
-----
1
-- - -
__1
7
.
-
-
]
,
- ________"_
I
I � � ,
- ___ ___ _:,�__I�
-
_
- �
__ J___
__ -7-
__
- __
- :_14 --- �
---t
-
--' - - -
� I
- I I .
,_ -
I
.
__ i
-_
,
- --
.
ttt
,
- -
---- __1
--- ­
-
,
-1
�
,----I-' -+-
4---
-
: ;
--- - � - ---I------
-----I-----
-__
' -
_____t
--- ­­ _�
--d-- IF—
L
!
-- -
6 i .
­­
I
I �
--- �,
. I - ­
­,. __
-
__ __
_ _
_ _ ��
­­
- - ; : ; , ,
-1 I
I
1-11-
. i
__ -,
' L , -
I ' L ,
—
I
— , :
. . I I : ,
�
-------
I_ ,
_
'
-
1 . .
---. I . __
___ __
--- ---
-,
__
---.
.
I—-
o . ,
__
�
---I-- .
I . . L .
, - -
I I
- Lt___
. I ,
�
I .
—
� ;
_�___
�
-
-
- -
----
I �
I
�
, , -
�
__
-
i
.
­ ­
.
---
� . .
____
I .
___
. I
I
�
; ; I __
--- �
; .
­ -
; ­-
--- ---
. .
_­_
- -
---
­
__
___
- -
L
___
- I
. I
�__
�
; �
: .
__
I
.
. . .
; -
.
_-
� I
-___
. ; .
=
- -
­ -
__ __
- ,___
. ! I
.
I
­
.
­
I
=
I
___ -
.
-_­­
___
. �
=
� ;
__­_
­_
I
---
_­ -
I ; ;
=
� .
1
�__
� ,
L- -
___
. -
- -
-
. I ;
- ­
----- __
.
- 1-
...... LL
3
�__
- . J
- i __
-
,
__
.
_
- � ­_
,
­­­
�
_
� A I �
­ � _.
-­­
.
­- ",
, i ;
- - - -
; � I
- , -
�
-- -
;
-
­_
o �
­_
I
-- -
-,
___
_. I
i .
- -
­ -
:
I .
-------
I I I ,
---- --
;
-------
�
I I
- -
.,-,--
--
. .
--- � ' -
___
.
I . I
,- I .
I
0
L -- ­­
I
__ �_
;
I .
­­_
­ .
I I
------
�
I—-
:
­ ­
--
___
L
� - �_ - -
---- I i - - -1
L I
:
-11, .1 - ___
! I
; �
_ _____
;
- � 4
L
L � - -
__
� �
- - ­
I
--- I
_+
__ ­
-
__
I I
___
_
f-
.
�--
. �
--- i__
__­
____
--- ---
I. ----
­­ __
I i �
I
­ ­­
­_
;
__ __
L
I --- �_
L
� __
__
__
- �
-
­­
­
. � ­
­­ --------
�
.
�
.
.
­­
__ 'L,
, �
; I
I
­
:
.
­­
_­, ;_­
L
­
=
- -
,
­ ­­
: �
___
.
-
-
__
__
I I I
__
�
. .
- -
__ . . -
__ �
;
�,
, . I ,
­
. I
__ I
� I
­
I
- -
� I
­
�
---
!
_.�A
I
�--
�_ �
__
- -
___+_
.
--------
- . , I
- -
. I
�-- �, I
I . I
------
--- i_
.
- � .
;
.
­-
� ;
,-
;
-
.
­ ­
­­ , -
I
�
I
­­
__ '----
.
--- ?­
.
---- -
­­�­__
;
-- -
_­
:
�
;
I
=
q
i-
. i
_ttt
__ I'll- -
- -
i ;
. - , , '
L" 11
i _ _
—
1 - - - - - :
I I
- -1 I
I ,-- � I
1 - I
i I
i - - __
I I I
�_
�
- __
____ f
,
I �
. �
_____
I
__
, , ,
I ---
--- -
_ ___
.--. 1-
L
­ -
�
-
,-- ­ ----
�
I
- -
I
_____
L
­
I . --- I
_.-
I ,
--------
;
__
- � I �
�
_____
--- � -
t
-­­
.
L--- ____
--- ------
­ - ,_­
I
I ------
---"-
I I __
� ------
�
, --: --
.
� --
- - L
- - I I
- �-_
.
-------
� , I
__ -
I
_ -
--- --
. .
--- -
__ ­
­_
I I
--- 4--l-
� I
__ 11-1
; � 1
- __
, -
---
� __
I .
­ .---
__ . ,
-
­­
I
�
--' --
I
1-1 -
__ , I ,
�_
.
---
I
­ -
I I
____­ I
­
-
--- ---
I— 11 -
__ __
,
--'
- .
:
L
- -----
I
I ­­
I �
_­_ .
.
-1 ---
;
� � - -
­­­
-
�
--- -
;
. __
L—
L �
I
-_ I ;
­_
. �
___­
�
I
;
,__- ­
� � ;
__;__
�
___ __J1__
-,
__1
I I
I
.
"I __1
. � ;
­­_
I :
� I
1
-11 __
i
­_­
I I
I-
,_ -
I �
­ __
I
-------
d
11 I ­
;
;
;
. I
__.__
. L �
__ � __
.
I
­I
7'
------
� I �
__
� ­__
L - �_
_'
-
I- -11,
v__
__ __r­1�1___,_,_,1___r____
___
- - -- - -
-
­
-­-!
______1 ---
- ­
-------
- - I I -----
I ­ - ----
� - ­
- ---T
--- 7
� I
­­
I
--- 4 ---
I--
_- --
L- �­ -- ----
­
- __
__
- __
___ ___
-
- I -
.
- I
-
r . ;
- ___
___ __
-,
­_
___;_
I
_L
____
I
I
___
-
__
L'-' '­
. I .
-
-----
; ;
----'
� I -
---!-
---- E
I
I
___11
__ __..
­ .
-
- �
­
----'
I
i
__
I -
-11 I
__
-
I
-­ -
­
,
-, ­_
� ;
, �­
­
;
___ -
i
I
-­
I
___
�
__ -------
I
__
- ____
" - ­
____
- - 4-
- -
; -
I -11
­­
-­ -
­­
I ­
i
I
--- T-,
;
-- �- 11
-
.
____
- - I ,
� ' '
�
_­
I I
-­ -
-
L ---
�
--- � --
I
­ ------------
I
I
­
:
­ I
I
-
-------
,
--- �_­
­ � ­
_-_--
­-
1- ---
,
I � : ---
-t
I � -,--,--
i
- -
i ----- 1IF"
-------
,
_
,
-- ---'---
I
­­­
:
­_
I
- ---
­_ ­ -
- - - - -
- 7--
I
_­�­
� .
--- __
I
---
__ ,-
__
- ----
-- ,­
---
I -
—
-
­.
---
;
i
1-1. � I
; :
__
- I I
I I
�
_­­
,
- ____
. I
I �
I
--------- - �--
- ., - F
p i
-2 ,
-It-
L
-
: It
___ __
�t_�
- I 4 ,­_
. . - - - _-_
-
___
. . -
_____
L
I
'
-
-
F
,
-
­
,
- , __
_4__�__r
.
­­�
i
­­
-
:1+_1______r
­_
i
L :_�
I 7 __:
Ll
�. .-
I
_
_--t-
.
: ; I
I-----,-
;
!__
-
,
�
1--­�­-
�
t-- -,
__ - , ____
, ,
4
I __ - -
:�:
, �
i - - ---
- - -----
.
I - - I
� �
� �
;
I
-
­­_
­_"__�_­
- - - - �­_
.
1-1
­ ­.:
I
I I
_
I I
� �
- -
- �-+,
, ___
i
�
- --I
+
I �
--- __
�
I
-
—
I .
I
, ,
,
�
I
I——
I I
, ' -
---
7-
j
.�--
'
"-_-
-1 ­
I ,
f _�
- ' --
L � f
- -
-
1 1
i A_
__
44V
� I I
____.-
-----
- -4
-- -
: - LL
1
,
- 4-
- - -
+-�__
__ r_
-+-
. I
-_ �__t"
I ;
__
- . . , I ;
�
I
___1
_ _t_
L ___
__ __
I ' .
__ -
t�
-
_ __.�_­__
I
�
1-Thl-
_j -
_
I
_- -1-
; I
�,
__ I
- - - - t -, _�
- - - - __
_4__ _�
- ,
--4-- -
__ -
-
___
__ _
,
- ____
r
­­ ­ "
- - - I -
_­ - - ---
__ ---
----- --- �
__ �-
­­ -
_-, --- -,
' -� "
- _____i_.
- I ­­­
I
- --[----
-j-
---
­­-
I ---
- ____
-I
. .
_­
__ ---
I o
__ � _­
11-1
I
�__
­­­
. � I
__
_­
I
-
.
­
------+---
--- t--
, I
�
` I I �
_,_­_­'­
.
- -­
I �
'-"--'
I
__
­
--- 1 ---
_____
.
-------
_ ---
--------
---- 1
I
­­
I I
-�- -
TO--. I 0
�.
- —
�
A120
)fa�,
_
­
4 :
jk_
­ _
i
_ __
t
I :
___
-
I I I
- —
__
;
I I
I I
�_�_
.
-
I
___t_
; !
__
I : :
!
__z____
, ,
t �
______
,
�_ ___
- �
�----4-
I
: 01 I 11
.
f-
". I
1
1-t
- _r
—I
-- -
-
___-
�t
- - -
r ----,---
­­-
f ,
--
___
t -i
- __ --
i__
. ;
� -
­_
�
�_
.
�
______f_
_t
� �
_
,
­
I
I
� .
-+=
.
- __
­_
_
____t_
I-
_r___
r ,
�
�
I
1 1
,
- __
I
_.:
- I
_ _
I
I
- ,
___F
- 4
__
I
--
i
- __
- __r_
1,___4__
I -
- -
-
- I I I I -
---
--- -
­ _
­_
- -
-
- --T
,
, 2
. t
- -
---
I
__ -
-
.
__
.
___1
.
I
__ -
I I
� I
_
­_
�
__ __
I.,
�__
I 1
-
_ -1
I __
--- �
­
_:
�_
t__ ��
­ i
-
�
- -
I .
H
'­_ __
_ �,
---L ---
,
__ . _ _ __ �
,
__� ---
­­
- __
L-----
___11
: I
- __L
'77 __
7
,
I
, ,
-4" : ­___ -
L -- ---
I-
i
-
- � �
- I
_
- -
I 1
� �__ I ___
I
- ­_ ­ -
. :
__ I ::i
--- -
. � I
- - - - - -
:
- - _
__ __
___
[ r
--
1 �_ ,
4"
. . : - -
_+_ I --
I
-
-77T
, - -
, r
. .
-,.;
_-,
-- - -
F
, -
I
�
-
. V j
__ __1
_� - .
-' I I I 'LA
'%
I � �_
A
'
I-
T
____
, I
__
,
-
-_1_11, I
� ­--
- 1
I - �
L --- E
- 7__
I
� - - - - - - �
L
4
. � .
�
-- --i
--]-----t----:
--
, _t� , -
I
__
. _
L' -
_
__ �
L
_11� --- i __t_
. .
_ ­_.
__ � - - - ­ _­
: � �
- - - I -
__
I I i �
T_ _1
I ;
__i-__
___
�
­ - - -
- ,
. I �
-
____
- .
_� -
__
_- ­
,
- -]
� I I
_-
; .
__
I ;
, 0 .
--- ­
- ­ -
I
-
­
I F
___ ___1
-------,-
. � �- ---[-----
____t_
:��
- - - �_
I - _.,
-
­­
I
I - - - - - -
­
I
I
i
I
i � ;
F___
-
­- -
I
­­
- - -
__ -
__11
.
__
I
-- --- ------
­­ ­ ___
___�� ----- - ---
I I
�
____
, ; L
i -
4
i
�__ -
I I
#
i
- - -
1
i
__ A____
__ __ -
- -
, ­ .......
; I
- I , ,
- ­
I
- I -
i �
__ ___ - - -
. - - - I—- .
_____ I , I I
�
I i I
I .
____ I - :_ i ___
__ �, - - � j -- - -
. I
L _____:__! ------- -
__ - -
- -
- ______+____
__ r
- ---t-
I
- I I 1_�
- -
;
� ,
, .
--- - - --
; - /-i - I
: I I �
- - I
L
� I -
I - - - �
­ I
- -
, ,
- -------
-U,
I
­
­
­
- 11-
11
- _�__
­ 'e'
—
- -
,V
_�____,__
V
- -
!:_
,
,
_
I , � ,
, -f-7-
*s:__
P
__
I
-___
F
.
__
-
:
-___
L- I
�­
I
--'---
;
-t-
--
I
- -
1
I
L
4---
5
1
­­
� I
- - - - -
I
____
.
___
_�
- -
I
�
___
- I
-
:
.
--�—
__ ­
-
_
­
� .
.
- _
: .
-_ ­
. .
- - - � �
I
I
�
s
L-
I-
- I
I
__­­_­
-
�
___­
�
. ;
­­
I I .
I- -
; __
I
__­
­ 11
I -
=
.
__ -
­
­­
I
­_
I
. I
=
­ -
­­
-
-
, ___
I
:
__
­_
I
__
. .
, -
_____
:
. �
-
­ I
�
­
I
f
.
� :
- -
:
.
;
� __ I
I __
­
7
--
__ __
__
-­
-_-
.
­ -1
, ___
I �
­­
� I
­__ -
* .
- - 11-1
I .
-
-- ' -_
. . .
­-
. �
­ ---
�
­ __
I
__
�
I,--- ­­­
-
.
­ ­
.
­­­ '
--- 1
__­
;
- -1
-_ -
I I I
- -
4
- - - I—-
I
__
I
- � �­
- � 1 ;
-1 7 �­
�
I I I
I
-
­_
1
­,­
­
__ -
-- - -
___
�
,­-,
­ , 11-1
- - - - - - -
__ -
,__� �:_
_­
-
---
- --
I I
­­
I ­ __
I I
___ --t---,
- -
___ �
_­­+_-
I
I ----- ,
:
­- - - -
- -
-­ -
I
-
- - - - -
___
- - - -
_: - - - -
__ I
L
__
- -
- I -
- - - __
- - - 4L -
.
__
I ;
- -­­
I
----
�
-1 -
,
_ -
- __
�
­
�f
­-
I
[�_
: :
, --
[_-___-�
­
__
_-1-11,
__ �._
i
, �
­ -
.
­­ - '
I
� .
­­
.
� --- -
--- ---
-
:L,
­_
- _--1,
. I
----
---
­ -
___; __
. �
1-1 �, -_­
- - - - - - -
I
--'--
I
-4 -
� -
----------
-­-
I ­
I I
­�-
I
-t_
_-,
- - -
1___A_
,
­_­
I
�_,
I �
­ - - -
­­­
- - - ­'
v ___
­ - -
__
-- - -
­
-- '
­ --
- - - - -
.
I
�al
, ­ ---
--- ---
I
- - -______1
�
-1
._,4
y
L---'
_­
:
�
. .
-­
I
__
% �
.
---.
'
�_il ___-
[_ ____
-
4
- -
Z
­ ---
I
- __ . ,
__ __
�
__
______
.
--- -1-1--1
-a.
t__ _
I
----
_­__
--- . 1 . , I
I
�
Y
­_
.
I ;
___�_
;
,-
I
Z�--_-_t
I ;
i M
f - ­
. I ,-
---
�
__
I ---
I
__
p_____.
,
­
,-�--_-
;
I
I
-
_­
.
­ - - -
- ­
, I
____
:
:
--I--
­_
__ .
-
-
11
I __:
... __
__ -t
I I
I
�-
-
- I
�
I
­_ -=r-
;
- - - 4----
7
I
, � , �
1 �
_4
.
__ i- -
-Ir - -11-
I ­ --- I ____
, __ II
i
i
- - .
�
_�
I— --- -
- - __ - - - - - -,
- -1-
__ -
---- I
,
+- -
__ -
� I I- - I
!
1
� - ,
­­
- _
�
I
-- �--
---.
� -­
. -
__
5
­-
_­ - - -
I -
__
1, -
; I
.
-- ­
.
- �___
L --- �
- - - -
. I
-
­
I
- i
­- . ;
_­­
- - - 4
L__ -
I I
, __
;
:
; �
- ­
-
:
- ­ -
I . I
__
. i
,
__ - -
-
__
­
__
__ -
t---
­
I
---
I
L- p -
�
-,--
.
­
;
---
I
__
.- . , ;
__­­
I
- __
I
f
__ __
I
I
- I
I
-
- --J
- - -
-, _
­_
__
, -
- __
I
I I ­
I .
__ � __
�
I .
­__
�
­
- - - � - - -
,
I
,--- ­
,
-­
,­­
I
____
- __
- ---
­ � - - - -
I
- ---
-
______
� -
=--
�
__
�
- - - - ­
.
____
. 1
_­�
�
- - - - -
__ _-E
I-----
__
k __
F
[
-
I---"--
­_-
�
- ____ --I
� I
.
.
__ ---- �
I
L-
�
­
� I
�­_ -
- _�_
'
__
�
, - �_
I
I
- - - - - -
I
___.
__
1. ­
- __
I
-
I
I I
_­__
;
I
_-1
� ;
�
- - - - - - -
, ,
___
,
� I
-
­_
- - -
­
__
-
;
__
I
�
- - - - - - -
-
__ -,
I
­­­­­
I
L ---- ------
I
- - - - - - -
I
­_
I .
,- ­­
I
--- ­_
� ---
L
- - - �­
�
____
. :
- - - - - - -
I -
__ ­
� ;
�
I
L- ­­
� ;
L
_­_
. :
_____.
__­ -
I I I
---
I :
I � ---
­­
1�___
I �
_____L__�_,_____.
- - - I
_ - - - - - - - -
___­
-- - - - -
___
- - -
- - J
___ ____ ,
.
� - - -
- - � I
- - - -
-
� -_-v _�_
- - - - �
-
.
i - ­ -
I , �
I
­_
-
- . -
__t__
-
--- r --r
* ;
i
;
_­
.
o ;
­­
.
I �
_-_-_ I
I - -
�
t
- L
; ,
�
- -- � - ,-- : -,� -
", __ _`_
:__
�
:
­
.
-
---- � .�
I
. ;
I
. t
___
- ­ -
�
-
� ; �
_t
I �
-
. ,,
:t
;
: ;
-
- , �__
;
�
-
.
�
I
�
__ ­
I ; -
­
I——
__
L
---,-
-1 - I __
___
_j___
� .
I
­ - i
I � �
I
I -
;
I
�_
_�, IT
- I
__ � -11
- � .�
t---
-�
L-----
___
i
____
���-i
- -- i� - -I
r
. . I
,
I
I
­ __
,
� - __
I .
­ .
:
�
�
f
I
-
-
i
-A
I
­­_
I
_ _
I
­_
I
­_
-
I
I
-
.
_� -
�
,
- - - - - -
- - - LJ
r -
�
­ ­
I
�
,--- ,
­­
�
- �
- - - � - - -
� i i-.-t
- - -11
I- ___1
- - -
- -L '!
,- 't, i
. . . 5_--_--_
_-�­�
- f -4
- ; _-
-- ­+ ;
-I---
I
- - -
__
- 'L - -
- - -
__
�_
­ __
I �_­
t - L I
____i
I 'LL
-
__ , � -­
I
I
1 __-, __ _ ---
: 1 1
- i --
__
,-14
� - - -
1 .
� -H j
_1
__ -4-1-
--fqaiek-�-
-
�
.
t -�-�-+--T
.
I
- -1
IT
__j
, .
,
�, , .
---1.-
, -
.
L--.t--t-
.
� - - -
I
- - . .
L--- I
�
I
I �
I I
i
I --
---l-
- -- -----
__ -
F_ __1r__1
I I
� ,
� �
,
� .
I
�
­­_�_
-
�
--I---
.
_____
__
.
,-1
- - - - - -
�
k- __
__[
__I _ _�
_ -__
___L __
.
_ --
- I
I
I
-
- - - -
I
I - -
�
- - - - - -
-
- - - -
. 11 +_
- - - I
_�__]
-
­­ -
­­
- ___
- � ,__� -, , �
-
-,-' : __ , ­
I
- - _��
1
, . I I .
­ -----
I
__
-
� L
�
--j-
--
___ J-
I I
-, ­_
� I �
--- � --
__1
I __ - 11.1
� 1 'I,
I -1--� ---
------ :�
___:_ L - -
- - I - I
11 " - -
,f
4+1___
� 1.
_11---
i
- - " L - 7
1
, - - � I .
1 -
I
t__1 ��\_i__�__
__ -­
__7: -
, I
__ -------
I
- \_1
___
- - -,
I_
i -
�1_1
- I
I I
_­______
� - _.______________
I ��
t�;
.:;
­ I
T_-___1_-__1__1
� 1
,1 '.
JE4
i �
- �
� I
.p
__-___,_,1_____
; � I ; I I � _
__ I __
__
:
�
___L__,____1
. ,
; I -
11, I
­­
, I
__�__4 __
. L I .
,
. 1___1
­_ �_­
I
-
�
L , I I
-I---.-------
__1;_____i__!
-
- ---
____ -
,
I :1 _____________1_4
--- �____
, I I
--- ­ -­ - .
- I-----
, . . . , . .
, , _____1_1._1
I . I ---
---
.
---- __
-
I � -,-,—
I 7-
-------
� - I
__ :,
� -
,::i
;1-1
: -------------
7 I
_­_____,__,_,,
� � . !
-- , .
__�4� -,
. I
__
I --- -------
; �--
. 1
- - - - - -- i
I
---f--
I
-r
---;-----,----[
: I
-------
I I
_____
, - _____
-
i
, __
i __J_
� __ - jl--
I I
--- L------,-----------
- __� 7-+
- -
" ----i
,
I I �� i i -
, . �
­­­­ ----,-----
,
I �___ ____
.
-- - I -­ �- ,­ -
- . I
___ ; . I --------
, I __ _�___
I
-- - _�
,
, I -
I � I
- - - -
%
Aj-
I
- ______�__
�
s
-, , __
.
__
, .11
� o ;
­__
i I
.:
-_ �.
�. I
�__
� .
: ;
; :
- r ---
.7 -
I
. .
­
I I
____
-
­
: . I �
- ,-
;� ..
. ­ :
­­
!I:
- __�__�­­­
I
i ____
­
­ .
I ;
�
___
I .
------I;----
-
'
; �'. is
_
i .
. i
NQ�-L___
L- -iv.;..
�_
__­_
-
Z
-
I
� �__
I
: "
­ I
�,
� I
I
.
. �
- -1
1
;
. -
� �
a5
__
__
-
i ;
�_
I
�
-
I __-_­____
- � � I ;
I-
,
-­
, � .
_L_
-
� A . . I'll
-
--------
�
, .
-- -
� I
i
­ -
�_
I �
.
- ­­
L
-
�
I I
­­
_._____1_1
I
- _1__-_______-_
­
_-1 : ___
_.
-­ -
I I
­­
,
, . I ______­
­- ,
- ___
�
---
___
i �
i I ------
I
----! r-
-
- --
I
- - � ,_ "
.
------�--'---'---r'--�-----�-----------,-----L--�-------
, --- ­­­
r � -
-- -
- I—
� � ,
� . �,_­
-
I
I
­­­_
_: I
- - - - -
�
- - -
­_­­
,
:
- - - - - -
� I I ,
0
-_
5
__ , --
1-
- .
­ _-__1
-------
__
- ----
,
L--,--,��-----�_---�-------------�-L----�--
-----L-':---J----
__ I—
__
� ,
­­
f i
. --
L . .1
___1
:
­___
- . ­-
T � 7
---
' '
__
' -
. I � I
­­
_____
o . �
-
;
; I
- -----
. ,
.­ --
:
---.------
� �
­­
I I I
_­ ­ -
­
I .
-------;
__L ____
� ,
__
- ; .
� , � ___1____1
---,--
_'____
- :
. I
I
,-----
� ---
�
� ,
_____
L
I ---
__ I . L ­­_­_____
- ­ -
I I
�:­ - -
I I -
- - - - - - -
' I-
I �
_­____
­ .
. �
--- i---
---
�_
- .
___
­ --
- ___.,
I
�_
� � ;
­ -
_1 - - -
I
—,
- � ­
�
____
i r -1
-
- - - - - - -
I,-------
t
-
---
-
- � I ------
-
_ _1
---
I ___1_-1________-_
�
�__
�
1-1 - -
� I
____ -
I - I __
I I
------
� I
- __ -
�
­ __1
­­
I . I
___
I I I
­_ � ­__
I �
-l-,
�
­ ; � :
I -1 � - -
I— ­ I_
I
I
- - - - -
�T
i - __
�__
I L
- _V-4_
I I -
. I .
� � � -
t-
I - - - - - - - - - -
� _i
- -
—
i ___ -
- 1-
! I
_� 7__4_1_______
.
___
�
�
. I
.-
�
__
I
­
.
I
­----_--
L I
­�__­__
­
�
.
- I
.
-
_�T__
-
-- , I
: t7-
L__
—) -
.
-
. �
I
-- 5--
—_
---
;
---- --
- -
�
_­_
I
—
I
____­__ Z __
. .
,-- tt_
---,:"-,
I_
--"----
-4
� �
- _
.
i I I
___
-
-:--,---
I
_ ,
--
-----
.
4 - - - -
- - -
. I -1
- __ �_ _,
_ , _�,__
-
I
I . __ - �__
� - -
I 11
' ; :
_ __ � _
__ - _____
- , :
,
I - � - - - - - - - - I
L
;
­_
-
t
-
�
--- 4-
, , , I
--_--_-_
.
_ __
�
- I --tr - ---
I
--_--_--"-
�� � � i,
_
__
__
__
-
� , �
_­--_--­
�
-
---- __
,
I_
__
. _--
_
�-
_
-- ---
I __
__ -
.
-
__
,
-
L -_u
__
- - - i
I I
- .-
,
­ .
_�
—
­-
_
, "-
�
__ �
-
I
I �
-u
.
--- ? .... L
�
_____
I
­-
� �
-"- '
__ ;�
,
­
. � . .
_-­
t
.- �
- ,-----
. I
� -11.11
1
�
:
__ -
4
,_
�
­
�
­_
I
­.
.-
-
[
1-1 - L , --_--�­-
- - - - 1­-�­+­--
__ - i I __
! �
�
-----
�
­­­
-
- _-Ir
- - - - -
__ -
L- � __
- I 1.
L : __
- ---
�
__
I
I - � -
-
.
I - -
-
__1
__ I
---
____
�
- - __ -
,- _1 � -
-
-
F _1
__
I
F
�- __
- -
r
I---
�
__
. � -
1Z
- -
-J:---I---t,--
-
I �
! - � o
i � ;
- __
t I -r-1-
__
__1
I
- -
­ - - -
_(
- - �­ ��
I
-"- -
- - -
" - -
I
- - - - 4
�_
�
� ;
r L 1
I I
-
� , I
---I--
. i �
__
___
I
__
L ; . �
� .
__
.
_____
; I -
_
� __
i
_
I—
_
I
- -1 - - -
I
_
I - _­
I �
11 - - - - - -
I
__
� I
_.
I
­­
__ 11
� - - I I
I
; - "I
__
.
11 ­­
I I
_­_
- -
__1
_1
__ . ,
I
­ ____
I
__1
I -
I
�
­­
­
:
-
;
­­
- --
-
:
----
-
:
---' -
L-
.
­-
I 11-1
i
- - - � - - -
L
­­_
I
__1 -1111
I
I
­­ -1
-
_­
J
- - - � - -
�
-------
�
__­
I
- - - �_, -
I I
-------
; : I ;
- - - - ��_­- � -
I I I
___­_ ! L
— ;
#
--
I
-----
1__ , � __�__4
�
- ,11 I __
--- , ­
I\----
___
-
__�__L+__
i
- �
- j__L__
h � _r
:
,
I
- ---
i I
I
7ni_
i -;-_
_44H
0-.
1�1
__
__
,-
,- , I
- _.
; I .- -
I 4-F,
I I
�,
L--
. I
� . I
I - i
�
I . - --
,
,
---- -
-
, ,
::--
- -I---
--------
I .
____
I
I
�
, - - L - - - - - - - - -
- - i
- --I--
t---_---- �--_---- -
r ;
--­---+--;j­n
�
:
-n-
, ,
--.
­_
__ �'
,
. .
_4_,_�_ __
� --___r-
t- : p
I
__­_
-1
---
--- �
­
I-----
.
: * ;
I I
­�7-
- ,
� ,
I -- t �-_
;
----
-­
- -
.
' ­
�
-- L
I .
I- -
. �
.
k
____
I
­
,
N.
� �
�
I
- t'­,t-
, ___
;
­­
4 - - -
T`
I
----'
- - -
I ;
�
-­_.�
I
­ ,
t ; ;
.
1_�_[
j
.... �­,
I �
__ 4-j
I L
, , __
I -
I
-
I �
I
I
I
i I
I I I _L . ­ '
� - - -
� - -
-­­_­-
I
- - - 1
; -
'---'
,
- - - - - -
�
_-[-_�
[1-- i
- - -1
�
I
F
I
--1
I I
I
-
� I
11 I I
i
__
___ - -
I I
__ :
__ __ -
__ _�,__
:
____
� I
I
il-1-11�-1-11
- , -
i- � I_
__
�
- � -
[ -- - -�
i
-
�
I , -1,
� I
-- -­
I :
I ;
I
-- -,---
__T__
� -
I
I - ------
;
[ -- - -----------
- -
-
I
- - - - ­
L ---------
I
-­,
I ---
:
I——
j - ----
:
;
, ­
�
--- L - -1
�
__
�
--- --
� I
­ ­
T -- �___
__
- T-7-
[
­_­
�---_-----_,--
: I
!
L -
-----------
.
_ ­
---
I
- I
.
1____1 ,
; �
_ : I
, ­
_
.......
I
; I
=�
I �
I
__
, , ,
, _,
I �
" __
_
. �
­­
,
­___
-
I
- - - I
�
__ --
-
I
: � I -
--- ---
I
I . I
----
�
I -- � ---
- --
I
I ,
_. _ �
. I I o
, I
.
- _­ __ , -
I __­__ _­­
I . ! �
i r ��
; -
-
i
­ __
j --^ -
j
, �
- --------
, ,
I �
- � . � _�_
1. , L __L -t-
I - ­_� , -:-,,!
� I
- -1 � ­
i I
I - - _� --- �--
- : i
-
-- -A
-­ --- �­--
I I I
L
_. �
­ : -
-
.-
60
__ , -
T
. ; � i
_ . -f--.
� ; _r
� I
__ ­­__
_1 _;,
,
.
-
I I . �
-------
, *
L- __ �
-
­�-_
� � I
- -
; :
. ;
. .
�
T_ � --�
14
.
� �
.
� -
f
-
��
.
�
� .
__
:
L
I r .
� I
____
� �' - �
; ; i .
I ,I
- . . .
-"----"I--
� 1
I I �
, 7 ,
,
­ -
I I i
- _
-
­ ­-
: �
-, _;
. I
­_
. I
� : , I
__;__
. -
, ; .
I .
__, � .
I ; �
�
I
__
- __
� _
_;
� I
� I �
__ � _'� - .
;
: I
- ­_� --- 4. --
.
­__
I
­
_�
_ -
I -
---
i I I
- __
�
I
I � L
� --- 7 __ , ____
I ,
- I
: I � - - -
I �
. I
r �_ - __
I , I - __
1 - _
11
1, - -
I
I
� ­
�
- __
- __
. I I
'
. _­__
. [ I ;
I :
. ;
I __
. I
__ __
'_� _
- , . I
-, ­
I 1
-. ----
: ! -
- -
j � .
__ -
-
-
__ _
_-
.
I 5 � .
_-_
____� ; I ­
__
I -
� __
- _�
4 .
- . -
.
I
- � -
� .
_­­
. I I
� I -
_____
I
- ___.11
�
, I
­
.
--- ---
L
- -
I :
L ,
v
� I
w
L . I
I .
W_
I
� , .
;
- �
. ;
� I
I
,- -111,
.
I
­ : .
I . I L I
I � �
�­_-
I
I
-"- I I
�
­-
: I I
,
I
I ___
_- -,
, I
­ , .
I I
I -1
---
I
I I
I
I
I ;
—
� I
I
.
-_1
:
­­
; I
11 -
. : . I -
-
;
.
.
__ --
I I
L- I -
.
------
I
.
.
L ;L-
L �
- 1,
i
- � - -
. I 11
I -
I �
­
- � ---
,
- - -------
,
I
,
- -----
-
____1__--
I ;
. . ­
.
_- _­
, I , I " -
I I
. .
- L
---
�
I
,
I
,� -
� -
___
�
-
.
-
I
I
-
____ ------
I -----------
I t, __
____ - �
__ ; .
---------
I—— ---------- - ---
------
- J,_
-------
---
__
. , ,
L----.
L----'
__ .
-- -
___ -, � ---- �_
� I
, , r f
­___ �
5 - __ - I ---
I t___�_
---- L I _;
__ I I -
A
;
--t-1--1 __
�
--t- ^
-
4 -
- ---
---- � -------
:'N
___
5____ I
�'­_�_�_'
L X)N
AT
___ ---- - ----
)q;!��-�
__,;__
4__ -
--
�
. �
�
. ;
-
.
--------- lip-
; ;
��
- I .
­ -1
I
-
::
I � . ,
__ __1
�E
_,� �
-
4,
I .
-
f "
-
-
I
_
2E
:
­
- -
W =
­ ------ ��.-��
-1.01-.411..�
, ­_­
-
'­
­ �_.
nt t�-_,�,
. --- ­- ­­
­­_
. -
� -- . ! 7sw
­
f�____'
­­
--------------
-
I
- ­
� �� ----
�-­­
J,__L__ ____-I--
,
-­ -1, - , - - q-
I �
- ------
I—)
-j
- _
-
-
------
�_, ,,,,- _ - , ,
I I
­_+_
--- L_
�
--- -
I
---
j ___
; 0
— - .
.
'­
. � I I .
- - ­
.
___
I �
__
L
. I
----'L-
- --
-
---
.­
__
. . .
, -
--� ---
­_­-
. i ;
,
__­_
� ; �
__ j � -
�
­­-+­­--
: � �
—
I I .
­ ---
-­ ....
�
- __
­',
-
�
- __
­
.
.
- ­
-
:
�_ .
-
__
, I
_
c -
�.E,m,
i 4
----,--,---
­_
i
I
-
-1
-
-
,
I -
. I
-�_­
____
,.f �,_
.
__ -
I_
I
_
_-, 1--_
- I -
�
=
_J_1%
�
I
;
_____
-
_�
____ -
.­
. .
��
%.j"
.
-1--
:
__ ,
. �
____
,, !
, I I
--1
.
-
__
---
__
_�_� ---
­ .
_____ L � - -t-__
. I
- - __ - _
---- - �
. I
__
__� ------
.
-------
I I
­
-------
_ -
�
_. _11--_11,
---- -- j_____4
__
, :
­­
I I
-----.---
--- ---
, -
,____J___�___
1- _,A
. ­ __
___
. "I ____
__
,--
- ---
- ­
I --
-------
I
I
--- � ---
:
_­
I I
---; ---
�
- - �­
L i
L- �--
I
-, �-_
�
-_
-
­­
,
___
__
--
I
------
.
—
__ I
­
11
—
�___
-
- -
�
__
i :
i I 7
t :
I I i r -
— 1.
: [ - -
- I-
___1
I
-
__
I 4_�
�__
: . ;
L-I
;
_
__ � . ;
� I
� �
--
I
­
�
L z z :
__ :
- � .
I
I � I ­
- ---
I
--- _ r
�
I --A
.
I ____
--'E
____
I
� ---- �__________
t
--- I
__
I i
___
__ NiL--,-�-
I -
V�
� �
. I -
- ­ __
� I - -
t,- - - - - - - - _-,
� -
I
­-;
- �
V
��
: I
* '
iV-.
.
-o-
�
;;��
7.2
__ --
_-
_�_
EA
.,!�
-.�'.
I
V --- i
�;t
­
L- ... �
I,-
I— -
; ­
--- ;-. -
-�,
��
­
��
-
___
:,;.i
�
= I
- __ ,
. ---
: ,
- __ ____
, I
- ­
i - _-, -
�
-, ___
t .
­__
I I
I
= --r-
___1
__
, �
------
- -+--'
- L -
; , -
­ __
, . __
. ; -
- _
I �
­ -1
---
-
_
__
I
--- -
; �
­­­
, I
__ __11---
I ,
'_ -------
I
­
� I -,
; ;
-11 ;
I I � 11-1
-
I I
I I
--- �­
o
_­ I
; : �
; . I : -_L­_­_j­j_j___-__r__
­__ � L
; � .
i
-
. .
___ ___ __­ ____
,--- �
___T
I
---- I
I
--- �___
I
. .
- - -i---
t
[ -
__�__
—
:
�__�_
- I I—
I—
. .
__
-
­ �
: �
- - -
I
-
-
___�
!!�­
;
­ —
, t
� ;
- - _�
__
-
=17:7-
'�7�__
'
,
_____
I I
,
.1-1 ,--
I �
�
-1-1, - __�.
I �
­_­ I- �-- ­ -�
-
-- -4
� j
-44-4
I L
1_-____
. L
- -
b
­_
o ;
­
:
___
; ;
I _1
.
___
I
-
__ I - -
I
---
__
- __
�
I
--,--
- : -
�
--- -
I .
I
­
I
---
­­ -
-
1-11
.
­-_
.
__ -
-1
4 ek
I
.
—
-7
—
^
I A
__ ��
.%
__
I . . o
,--
; �
. .
-
-----
:
�
- L-
I
.
____ __
__ ­'
.
-1--
0
­
:
­ -------
.
__ I
: . . ;
.
� : �
------ -7
� �
I
IT --
� �
J
I
-
#
__j
-
-----------
-
J
i J__�___,,___
- ­­
�__Te
I
, _______,
__
. -
-j--
:
____
.
___
______
I
-
-
- -
I -
-
-
� . . . !
__
� �
__
I ,
. -
. :
____
: ;
; ;
. . -
__
I
­ �
;
. �
.
� _j
-
- �
-
� --
_
L
�
,-- . . I
­
I
,
­____
- T
�
____ 7-
, L ----
- ­­­ -
- __T - -
[_ ----
- __
I
�____
- __
_� ; 1 ----
�
I
�_
I
�__
___
I .
­
;
:,
__
1-11, __
I :
- 1� -
I � ;
� _ . . . I-
I
_ -
---
I
-
-----
_____j
,
"
[ - =1
i
------ -
, L
-- __
,
=
--,--
___J
---
, ,
___ -
__7
1- : _­
.
­
­ -
I � 1.
I ---
­
� L
­ � I I ---
­­
I
I I
-- �-
I � __
---
�
------
L-I
- -
I
-­ --
-
L
�
_-1
___ ­ � .
I
I !
_
_
I I __J _ -
­ -
.
, 1 -
� I __ -
; , - I __ __
-
i 1 I ­ -
+--4-
;
--- � I � __
J+_'
�__ -
I
I
-
---
F
L
_
. I I
i
:
; I
I -
I .
I I
'�­'+­­
I I
I
, ,
-
I r -0
-^
�
-1 -
�
--'--'--'--
I
;
-
: I
;
I
I I
I
I .
,
- , I :
� �
t
---1
r
I
.
I
I
.
�
- _
I
;
.
I
;
­
I
­
�
�
I
I
, , . L
I
__
-L -­
, :
� ---
__ ­­ _­
I
. I -­
I I
;
J __
, I
i
__ �1 -
- I
_-.1
__
. .
____, -1
. -
­ � , - �
I
I- -­­
I
c
) _�
-1
I
I--,----
:
_-, -
[ �
_­_
: I
;
11 ---- I
I
I
11-
I
�
-------
.
_-_ -
i
__
I
I I
I
___
_-___t____
� � i
I ; -
.
1-1
.
,.,--
-j- ---j
­_
, ,
­ A ---
t
I—
I
I
-
------- --
­_
11 - 11
-1 - ''I
I
L, __1 -
I." I
- -1 ]
,
- �__
;
� I ;
---------
I
­
__ __
�
­ �
� __
;
1-1
. .
, - I e
�
I �
_1___._1_1
I :
--
.
------ I
- -
1
�
_[
: ,
I __ , ____ I
I .. :r
-------- -
I I
I
- ; I
- . 1 -_
. I
__
I -1 I , ---
� - ­_
I I I
L I
,------
� I
i--
­­ -
-
1,
- -,--
-5
__
I
(
".--
:
__
.
� _,­_
I
___
I
i . L
..
­___
L
I
I � I
_­­__­__
I
i
___1z
I �
-
-- CY_-�
-
I :
-
­­
I .
,
'i ±
,-_-La :
4
_ I �
___":
_ �.
�
- ---
i C
-- --
� �
__
,
Y----,
I _
----
: !
___I
_­-�_;­ -
I �
--- ; L I
-
; L I
-- - ­­
,
­­
. I
�_ [
�-
_
---
__­ _
-
_ .
�_-_-_'
_
-11-1-1
.
� � L
� 1
--- ­
___+_
�_ ___
---
I
-7--
-,-:),
- ;
­_
,
L
- �..
-
f
I I I
I-
- -- -- -
,
- --c
--s-
)_ r
J- t-
v -------
I
�__ :
�
,--
.
I
- -
i ,
�­_i_
-
A
___ -
I
,_
;
-
__+__
: --I-----,
L- �-_
;
,
; F
, ,
Z
.
L Y.
. �
-1 ---
L
--.,--L-"-----
�
,
_-'o
I I I
_
i -
)
,--
----- -
- ____
11-1 I
L -1
­_ _
- tt-
t
-,--, �_
- __
I � -
, I I ,
__
- .._-_
,
_______­__,
___
�
__ -
--"---.
-
,----- -t
___ - -
_-P
-
::_-
___
` - -
�
--' .
_- � -11
;
______
__ .
�­
L I
_ � .
---
__ I—
__ ­
I �
_ �__ -
I
�
­
.- -
.
__.__
I I
­_­
�
L-
. .
�
- -
�
-­ __
.
.
----
I
.
[-4-
;
-----,
I � .
I -
I
­­-
) X
. .
.
______
I � I
1-1_1
­-
I - ___
­ ­ ----
-
­ '
I .
__1
I
-------
I I
___ -
­­_
I I :
L ­ ---
I �
__ -
­­
I I I .
------ -
i
---
i I I i �
I- I
-
�­
;
-
11.
.1G__
I A
­­
�
1
- --
­­
I 1
"
-----+A-
I
,­
.
_­ _�
I
?_ I
, I � L
*
Y ___
-9-� __
I
--1---_ I
_­_
I
i
­- --r-
. I
L- _+
;
---
-
,
��
-W
j
__ _­
I
----
I
-----------
I
-- 4 -
� .
_� ----
. I
I
-- � --
I
�_
I
-- ------
N_
----
J#-_ i
­___
_____
.
__ -
- -- ,
---I-
.
-A_
.
4 S,
__ ---
I �1_
i -
-
� I
- -",-
- __
__
.
, f
- I
�--
t
%
)-
'--- ­­­
7
- � -
... ---
Y 1-1 I
i -_
�
-----"-
I
I
" ­­
I
-1 - ­
:
,-'----'----L
I LL I L �
--
I I
L - -- ---
: I
__ L
i
­­
­ - -
- - - - - �
I
­__
­__
_
.11 I
­­­
�
I
" ­­
I I
;
-- ---
; ; I
­
­ __
I .
_­­
I
-
I—-
L
, _____
" -
I
--- �L
, � I
__ -
_ �� _
. I
­ ---
_
__ C
I—
­
_
__
y . I -
------
I -11-_
-_2 ­
; I
- I ; -
— -- — - — -_—
� :
- ------
I
� ------
� �
___
­
_--S-'
I ; :
� � __­ -
- - --I---
, 1_1
, I r
- _r
— �,
T
I �
__ __ --
I
I - __ __
—
---
—
—)+N,I--
-
-.--
__
—
. I
______1___l_
- , -
,— — I
Y
I I --- L4__�__
�
. I
­
_,,_
,
--
_4t�r­
32——
-----,
,
­ `
I .
-a-1
- ---­----
— _____
--- ...
I I
__ --
� L I
__
I .
� m .
--- --- _-
—�
- I .
. I
------
.
­
---- 11 ---
. � ;
--- �___ I .
� I �
,�__1_11­1­1_
i
. I . .
: �
__
, I - _
, ,Z _ L
� I
I . � I
­_­
; . I ,
­­ ­­'
�
�­j­­-­-�­
f —
___ �':,
__[
I
,
__ �
—
. I I
. .
. - �­
.
. . I
­
-
I I .
,
ji., ;�__-_—,
1 /--,!,
--tt—A
i
k� -, -_—,
­—
i I I I
1,
,
�
- - -
�
j----
P
V
— 1�
, ,
—
U
— . � 1-1-11-11
.
—
' ­­­
I
I I I
I � I
­­
. I
­ ­
� �
— ­­
— —
� : -
11 11
-­
­
L �
- �--
,
.
-- �
�
--,,,----
- -
------
, —
i
,____1
.
T_
I I __ � ­-,
­­_
_1_____1
'--- -
I
I--
f- �
_­
--- i ------
I
­ ---
I I
_- ,
� -------
--- ; ---
­­ �
I . _
--- I -
­ -1
___
;
__
I I .
�
. . .
;
�
;
- � __
,
__ __
.
:
- __
I I
___
,--
- �
I
-,--
- �
- ,
_ I
- :
I
­_
.
— ­_
.
;
­_
�
.
__
.
I
--?--
I
--T
__
I �
­ ---------
--
,
- -
-__t-
I
__
,
I �
____­
I
U ­jo
V-4-
:
_­___
� _1 —
- —
)
--- �-+­-
�,___[
___
I
­
-- I
� ___ __
:
------
F�?
—
:
­ --
,
�
— ,
.
-------
�
-
I
-- �,
-t-
---
-
�
- __ 1-t:
—
� _�_ -
, I
L
- -
.
-------
I
I ­_
__­-
I I ,
, -
,
-­ -t___-j-,
, ---
,
� .
__
___
:
­
I
­­
A �
---?--
I
­ -------
� I
­­
I I �
I ...
- -
4 ---
�
:
-------
_­­+--
--
- - --
+_
;
-----------
­ -------
- -
,-----
;
­­
.
__ I
11
L I
I -- - ------
�,
--- ­
I-— -
� I
i ---
I
_­__­_­_,_­
__ , I
4
-------
; 7 :
--- ; I
I I ; - -
­
- -
_-
I
--- ---
�
__­
I
11 - -
.
I
-� .
____
I
- ­
I i -
I
_____,______
-11 L I
I
_­
I
� I
---
_
- __
_4
­_
I ;
-
- I
_� =5___ �7_,__—t_—
� ; L , ,
I _ __ _
_)_�_—_
I
---
--- I _[_
— . �
I
T r
—
­ ---
I ;
__
� .
� I
I—
:
­­
__
___
-
__
-
--v
�, ,
—
I . . I
—
�_'
­
#
­­
� __
:t_-_-�
I— I
; ,
- -
I -­ __1_1
__�_ - 1
___
— ­ _1
I -T-
f
_,� -- � - - -
.
- --
--- 4
44'
,
I-
,
- .,--
___ --.I- __
- ;
-
tj - -
I - - -
- L
- �__, I
I I L
I- I - - - I I I I -
:
� � �
- - - i-
.- ­
t — t-
­ ­__ 1 I
* ­
__ I ___.
4-
—
__
.
—)----
L----'
-
L
, ,
_
� 14
- _t__
, -
— -
__­.—
.
-s
� �
.
_1
—11
- 0—
; ; """"
­
�4_j
.
__ -
I ; -j-
__ � __
........
___
--- ; ­
;__
.
---.---'
'
­ �� ....
­
_­� -,-
f �
___ ? - - -
I ; ;
­_
­ .
�
­_., ­
� I
- - - - - - -
� :
I
--- ----
. I
- -­
�,
I
--- --- ­
I I .
--- ,---
� I
_
___
I I ; -
- 'L -
­
- -.11
--f—i—
.
�1_
4
__ , ,
­ ' -
I
- I'll
I I
-,
[_ I
+t -1-1--r-1
, �
I
; ---
___­
--- -
______
-
I- I
�
--; __
�
,
__ ­
.
�
­ ,
�
t-1
­ I I ,
11
I
�
I
-
-,
I I
o
­ -
.
-- --
I ;
I i
,-
3' ­
I
_/__
. . . �
I
__ __
-
1�
,­�-
i _�_
-
- —
__
N
,
_
—
I
-
�____
� ,
�,
:7
I �
t,-
I - - ___
___ 'o,
---
---
I
i ­I
I
�
--- ?__
_,
­
I
_
I I
_,_ _
. I
1 ---
I
I - - ,-
I— __11
" 1-1 �
;
--- ---
-- --
; I
�_I__
--- ;
­ -
- _� ---
11-1 - I -
f-- L --,--r
- ­ , ,
------
i
L__ ­_
r- -1
.
­ 1-1 -
­­
.
i
__ 11-1
I
­­ ­
:
1, - ­ ""
­­
�
�
__ -
­ ­
I
--
__�
-
, - -
__ -
1-p- -
:
, :
, � �­ ­
�
' L- , ­ i
L --,F-
L- ' -
I � :
— — p _41
i .
i t
-1 1- -1
7 : . I
­_�­­
I t
I I
­
­ --
I I
­­
-- - � ---' 'i'-- --
__ - �__­_
,
j �
�_____
I I
4 ,
-----
___��7-�_-
I
­_
I
-------
.
L --- j-
- __
-- � ­
__
­_
�
­ ­
�
_- -
; i
- I
- I
i
- ---,-"---
I i I
i !
-­ _t-
� I
; L
­ ­­
I
__
4____
----
-
� I
L- �­ '
I :
I -
i I .
­ --i ---
I . I
. .
I - � � .
- _­ ­
. ! I
. I
__
- 4--
I
—
­­
-1
;
___
I
I -
I
� � I I
__�_,_ F-7-
I _
_ - -T_ �
_
I
I
­­
1.11�_,
. I
_ ---
I �
- I . I ,
; .
I
- - 4-
- �
- I -1
­__
__ 1-1
: i ;
; ; � I
_+­'.
, , I
I-, -
. ____---___1___
I
­ __
I
1-1-11-1
, , I ,
__ --i ­-,
,
- _;_
L I
, ­ -
_-__
---, - -
: ;
-----:
[ � ' L -
- -- I
- - - -
;
,­
� �
___t __
:�_­::__
-
=--.
L �. :�
- ­
­_
L
. . .
--
11
'- - ­
� -
— —1
­ ---
­
;
. I ;
--'--
­ I-
-
; ;
--- -
.
I I
,
­ --.----
­­ __
_____
. � ; .
� -
,- - -
: �
­_
�
-
_________­
. �
---
. - -
, ; I I
-_ - 11
.
­
I .
I I .
­--;­­­­—
­_ __
. : I
; ; �
; .
__
___
. ; ; ; :
_
� � � _
__
-
� I �
--- 4--
,
-
.
­_—
L
___ ___
__ -
I :
_­
.
� L
­_ -
,
__
�
___­
� I
--I---
­ ­
- -
I
—1 ---
I
_­­
-1 I I I ;
I �
­­_
­­
i
_­
2
;
_-_1__-
I
­­ L,
I
o
;
­_ -
. �
__
.
--- ---
--- -4
,
�____ I
� — -------
I
- ­­
__
:
__ —
I
- ­ ­
I
; I
; I
-------------
-
­­ ­­
�
�
-
--—_---__-—r
- -
_- ­
I I I �
I
L ­ '-
I
--
'
I I I . L
--"---
L----'
I : I p --------------
­­­ -
I
----
'
I :
I
--- - -------
­ 7____
­
.
— �
I I
-
.
__
:
i . . I .
- I
A
____
� .
: T ;
­
. � . I
. -
. -
� -
­­
-
, ; I ; I
;
____
I I �
­­
I . �
1____1
�
o
. ;
­­­
; ;
­­
.
I— -
______
I . .
--
,
— I—
-
--- -- -
I
I
- -
I
�_,
I - - ----
:
____
L __
-1
, �
__ I
� _­­
. . - __
. -
� ___
-
­', __
; I
- I
� -1
_______
:
--- ---
__
�
I -- -
L
,,-,,,,--
� I
,- .
--- � o
­­
� �
I _
I �
­­__
i
_
.
. ,__________7_
. I
­ ---
� �
. �
­-
I
I
­ __ I
; .
I I
---l"
-----
� . I
­ 11
I I
�
--- ­_
- , -
,
­ ---
- __
— I I
I—
.
t— --
I -_
---
.
-­ ---
_­,
� �� � ­
- __
_­
I
__ ­
I
11 -1 -
-1
__ � ;
. I I
L— -
­ ---
i
:
--- �--
1
__ �_
I ; . I
___
2 I I
--- -11-
. I
__­
.
_
---
I I
I
­,­'
:
� - - - I
I
d
--
-
� ------
-- t -i
­­
--- I -
,
-------
I
__
z . � �
_+4-- T ---- f__
I I .
- - - - - - - - � 11. .111,
. i
_ ­_
. I I
� I
.
_­
­­ L--'
I
--- -
, -
­
-
11 ­­
- �11_
I
L
­ - 1---
--- - j ' -- -, - - -
__ ; - - - I , ., , - -
L
1
� �
-- ' -,L- ­­__�
I
­­ I- 1- -
__
­_
i
- - __
­
I I :
.
­ .
� I
I
-
e
-
. I
_
;
��
i
__ -1
I
� . ;
I- I
� .
.
-
- I
- -
I
, __
I -
-
__ . . __
; i �
­­­
�L ­ '
- I L
:
' ' ---
-
-�
t---
.
-
.
-- ­­
.... ,
_F
-
­ ­ ---
:
__
--_-_
0
=
. I .
__ --�­ ­
�
I
--- ­
'- -
.
- .
I
.- I
. I ,-
--- �­
� .
L- ­­
--t:
I.-
­ _-
,
--,­
-
-_t­`�
----
,
-, I
­­
.
-1 - - -
I
..
__ _­
"-L-L -
_�11
i --------
�
4 ,
.
. . .
-
=_
_
+L-_,
_
___ , -
,
.
__._
­_ ­
­-
-­
­
-
:t
-
--
i
-_
- � . . .
.
. -1
I -
4
- - �;' - -
__
__ , -
.
I— -
. ;
­.
.11, A—
__ :
.
- -----
- �­­
I
L
_­
I
___ L ­_
L- - ' ­ -
�
____ -
�
­ I
. I
- ------- -
.
I ;
� ­­ .
-
_
�
­­­
�
­___
-
­ - -,
_­_
I
,­
­ �L '_
o
- -­
L
-----
­ ;L--
I
- , --
--
'­
--
�
-,--
-
.I---- -
;
__ -
1--
___
!
-1-1
1
.
�.
-11,
7
­­
-1 ;
. ;
� .
__
I �
­­ __
; _
I .
I �
__
; I
­­�­_
_ _ ,
i
I
L, ­­ Lf--
_ __
I
-
-­ -
-1 -
- - -
-
­­
- .
� L -L -
�
I ;
--------
;
__
L- ,
__ �
� -
I I
-------
I
- ,
- I
­ .
. i
_­­
I �
- -1
.
� .
­ -
, 5 . ;
-11,11, ---
� I
_­­
I
­-
-
��t_
.
I � -
5 __
� -
I �
-
I -,
i
- 1 ,
- I - -
I
i
- L __1'
.
i o
I �
I I � -
.
- ­
I - " I
.
- - - - -
L L
_
-
- -
--- :-­
1
_____
.
- ­_
------ I
I—, __
�_ . -
-1 - 11
�
- ­­
11
---
�
;
- ; .
L�
I- __
I
_ I
[ "I
� ­
.
­­
; .
­­ -
��
I
---
�
­­ -
---
__
:
--- I—
I— _111-
I
------
; I
-­ --
; I
'­ _
�
------
__ __
I ;
I
L -t
I
:
_�_-t­']
, -
,
__
, ,-,
- -
,
" __
,
- -_
­
,
j
. I I ­
� , __
,
-
, 7 �
I -
__ -
�
- __
1
--
- -
I
­­
,--,-
I
- 11-1
:
-
- -
�
i
- ------
.
,--- -
,
I
�_
­ -
:
- "
� A
�
­ ---
­ I
---
J
, - �__
- - -
I
,_
:
­.-
I
__
__ ---
;
__� -I:L-
� - -- - _-
I -­
. �
­­
� .
i
�__ L I
__ , ------ L
__� ---
'L --------
- - - - - - - L , __ I ----------
__ __j - 4--
- r I �
__L_ - -
­­ -r-'
__T_l%__
f ! �
- ---[.--_-#
I
1
� - - - - -
­ -
-
__
.
____
____
-
-
__
-1
: L '
­ __ L
-­­
__ � �
- - ,
---
. I
__
;
--
I .
_-
- -
:tit
=---
; � �
i , -
,
I -
:
-
__ .
­ ---
, -
"
--- �­ ­­­
,
�
­_­ ...
' ,
- - -
I - - - �__
f I
=-,�-_._:
� , :
- �
:
-
-
i
J - - - - - - - -
I �
----,,
__
�
5
I
;
. ! -�-�--
_j--
-
- -
I
� ­­­
-
,­
__�__
- - - �_
­,___t�_
--i _+__4 - - -
____
;
I --i --I-T-
-
­­
---I--
�
-
.
_ �
I
-
- L-"--
-
.
----"-:-
:
_-
-
- - -
­ ;
--
;
_
­
- ­
-
­
­
__
I ­
-
�
d
I 7
�_.
�
--- I
- -i
­_
I
- - - - -
---
- - -
-
__ __
I -
__ -
­
___
-
�_
I
. �
�
.
.
___
I i
_­
7:t-_
----,-,--
q�
-
_
- - - - - - -
__ I
-
�
I- 1
.
- —
i
-_
� I
-
­_
�
__4 ---
�--
.
--------
-
-- 4 ---
-
--------
-
I
i
�
_
__ _-_
__
� I I
­�_
- - - � ----
4--__
-
!
- -
__ - -_
:
­_
I
:
�
I
:
I
-, �
-
- 4
__ -
I
I
- __
� ;
- -1 ---
�
� - - -
I
---- ?-,-
- - -
-,
__ �
I
- - - I __
,
-
e
- � - -
i
- - - - - - -
I I
­ L-,
__
---
I
---
- __
,
I - - - - - - IF
­­­+
-
� ----
I
__
-----------
__
�
I
- I
­ ­__
I ;
__
�___­__­_
I I
__
�
- �
I ­
- - -
I ;
I I
__ I __ I
I
__ __
,
- - -
I
I
� __
7 1
- - __
I
- --
� - - - - - -
;
j ' L
­ ­­ -
I; � I I � o
.
r__
�
i ­
__ __ i E
- � i
I � I
I ,--
�
- __
__
'I
__ -+-
__
- I . .
I .
.
�
--- 41
.
__
__ o
� -
;
;
L I
__ � , __ __1
, --f �
L I
;
I
�
�
__ 1-
'I
,
-- -4 ­
I I
-H
i -
t
- �
I __ i ­­ I - --
:
�
­-
4
-
1 ITTI=-
tl
- -
F
- -
- i T-
;
-
-�
­_
i I
I
-------
-
#
I
;
- - - ; ---
; ;
.
.
I-
+_
�
.
- � _ .
I
... . . .
1,
L :
I I
I :
-_1
. .
-T
[
___
_t_
;
-4 __
�
­
. �
_
I I �
­ --- 1___-
r
I
I
I
_11--
� . __
�
- _t
I
,
- �
-
I -
I- _t__
I
I
- � jr-0--
�
I
�
_-
F"
- __ -
1-1--f7
I
-
t
I � ;
I
,
_ 11
� -t
�
I
t
- �-
I
4
, ­-
-
�
.
­tj-j­
�
I
�
t ; �
,-- �
;
I
�-_; - - -
,_1___-_1"
,
I
,--- -�­
I
�
- - -
j--
- - -
I
-1 I ,
-
I __
i
F
.
__ -
.
___ -
�
---
I
___ -
1,
- I � __
;
I
__ _1
__ ­
I .
__ __ I
2 �
I . .
__1
- ­­ I
- I � f i I I
; � I
__ I -_1
,
L--- �
I i . I L
- - - I - - - � - __ � __­
­­
.
­_­
:
------
--- __
___
,---
-,-
- �__
�
- ,
.
- ---
'1___-__1 - - - - - -
' L
I .
­­_ �, --j - 7--
. L
_, __:__ _ , I_
i L I .
­ ­ ­­­ L-] , -­ � ,
,
�
I— ­ - - - I - - -
.
- - - - _
-1
-, ", ­ ­ ­
L .
. . � I
L - - - �-- ;
� �­­
I
__ - - ; - -
­ =_ . I
I
-1 -L
I - I
I I .
­ - -
__ I
� I
- - - - - -
------- �
I
I
� �
: I -
1_1_
I
---- -
. I i
I : I
--,-- � ­
, , ,
�
I I . ,-,--
A I I __
�fe
- ___ I
I
:
_____
- � �
­
�
I
---
___ -
__ __
-
. .
­_
. .
­ -
I . �
­-_
I
I
I i I
I
­ �-
. I
� - - - �, -11
�
­­
­ I ,__
--- ­
_ __
­ -
:
--- I- -
. L
-- � -
L
___ _ ,_
--4--
: : : I
­ I -11
I i -----
� . I
- ­ -
I __ I
--- !---
,
�
­ - -1
.
___
I
- ­_
___ __
-
---,--
,
_1 ------
I
____,
- �
I
__ ,--
- ---------
-
41 ____1
I :
� �
____71____
I
- I ,
- ___ I
I I
­
­ __
I
___
I I
__ __
I— -1.
.-
­
I �
___- -
- ____
­_ L
______­ ------
I I
I I :
I --- -,--
' ­
---"-
_ ' � ' '
- . ... 1, ­ . . .
� - - -
�
e
,-----
_ __
�­
. . . � __
_- '--'
___ ___
,--
_�
­­
I
­ �_
I
- - - - - -
I �
-
______­ -
.
; I I
I
_­ ` ___1
_ _L I
I - - - -
�
__ �_ 1i ____
,­ --------
� i
- - -
- - - � .....
__ '__
---
11-1 1-1
. ­
- -
--- �_
I
___ __
, L
__ � � __
­ ­ ­
----- - -- _­
, ,
I
__ - , -
i
. I ;
-1 � � I
I .
I � I
.... L'� ­�L , ­_ ,
- - - ?. - - -
i
i �
I
. -
­­
- - � __1
___ __
---- ­-
.
- , .
11
---------
5 i � .
. - � -1
� I
- . -
­­
I . -
_____
.
-
_ �
-
__
I - - - -- -
. .
i
�
_,__ - F
I I
,, - �
_­­
, , ,
- ; �
;
-
- .,
__ I .
-
­
I
__ ­
- -- -
__ ___
- __
___ ___
--,---
. I I
,_ -1
; -
__ ,
_ ; .
L-----'
I I
- -
� -
L 4
t I -1
5
----
I
­ :
�
-
­­
.
f
- - - -
,--
__1 ­
� I I
__­
�
i
.
I . I
_____
_
__ 1-1.
'
.
I
­­
__
--- ,
. :
­_
__
.
__ -
_ _
.
:
-
� - - -
I
-
.
�
- _1__
.
--_1
I
- - - - - -
.
.
. I
,
--- I ------
;
__1
I
- __
- ;
- __ ;
�
� - - -
___ ___1
I .
�
- - -
1___,
- -
. . .
_­
___,�___,
­ I _
.
f
�
--I---
..
I
-] ;
_. � - -
7
___­
­­­-
_­­_
- - - I ­
. �
-
--- l-,
- I
____
.
'
-", , -
­_ ­
­ ­
__ __
_
-_-_"
I
I I
__­
.
I
,-.----
� .
_4 - - -
� , ;
1__-1_1
__ i - - -
.
- _­_
.
I—-
I t
,., ,4__'-__
I
­­� - '�
� I
.......
-
__
.. � , L--.
I I :
I
�
__ I , i - I
I
L - - - - -
.
I— --
. I
­­
�
;
�
, . ; :
­­
--- ----
--- --------------­
'---
I
-------
. :
­- '
L --- ---
_-
I
_
-------
I
L- -,
I
-
- - ------
--------
- ' ,4 -­
-_ __
-- �
-
�
L - - - -
I
__ 7-1-
-­ --
I L
- - - -
11
�
_­­
­­ '
�
- - - �
�
I
- - ­
­­ -11
;
--;---
.
: .
. I
' ­­
I-
-, .­
­
__
.
I I -
­­­
I
L --- ; -.-
I
-'----
_____1
,
___ ___
o
­­­
. �
"'
I -i - - -
.
­ �
�
;
-
�
'---'- -
s I
.... � ­
,
�
­-­
I
-----'
. .
- ­­_
--- .--
-
-
I
- ­­
I
i
­­­
I I
I I ;
I :
­­­ .
.
�
;
- �
' '
­
____1
I :
� .
. � -
­
�L
-­
- -
- �
- -
1-11-;
. I
-] -
- - - -
. -
�
- - ---
:
I
-
__
__ --
�
_-]
:
' ­­­
­- -
;
I -
­ '
----- -
� I
.
-L-
­­ ­
'
'-"---
I I
- ,
- - ­
---
­
L---' -
I
­ -
�
­ -, ,L__
-_ -1
--� -1,
L
­­
I
,
-L-
­ ---------
.
--_�__
__
- - - - - - -
-, � -
: I
--- -- -
- - - - -
I
I
-- -
:
. �__
' ­_­
­_
: I
­­
� - - -
- -1
�
- - -
I �
I
11 - - - - - -
:
, . ... __l___,__
I
- - - � __
;
�
­­
, �
_-�­­
­
I
I
� �
--- -------
1-1
-
, �
- -
­ �­
�
- -,---
L
I— ___
'
- - - - - -
, __­
_____
� I
­­
- - ­
-----
__
�
- '­­
;
--- --
L - - --
__
- ,
'--- ­
- -
_- ---
.
�
� I I
L_ -
-1 -11
�
:
- ­
__ I
. ...
-1;- - -
I
;
� , I
.... 11
I
- - - - ,� ------
I
__
- 1___
--
_­
- -
- , i_
- ----- __
;
__ -
- �_ -
I
,
_,___�__
I
__ ___
r
. I
�­,.
- ­ -1
__1
- -
---
I
-­ �­
- �--
I
­_­
L
- -, --
I �
__ -
' L
__ _ I
I
I—.
.
�
� L
J__j __�
­
. I � . ; ; .
- - - - �,_
. I I
; .
__�_ ,--.-.
. [
-_t- -_-]-_-�­ � - ­ --
-
. . L .
­­
___
­-� - - -
__
- - -
. . I
­­
'--,-- -
__ I ,
, I , -1
�
-1 1- __�_,
I
' - - - -jr, -
. ;
1 - - -
I
__1
I
- _4 - - -
,
, -
- - - - - �_­--
:
. �
­ __ I ,
-----
-
-L-1
_­
_-
____
' ­ --------
­ -
; I
: I ___
___ -,
i ; ; ;
� --I - - - I—
, �
_­ ­­ ___
; I
_____
I t
- �- -
I
___ __
I
__
I
�
__ -
I � ; � I
:
_____
�
-_1
� ; .- -i ---
'
----",
- - -
._
---
­_
____
I
___
­­
;
­ - -
. � :
---- I d
I .
- - -
_
�
- - - - - -
—
. L
­ : I �
I
__
_,
I . ;
I -_
I ,
- - : __
­_ - . . ... .
' I
_­­__;___
I
_- ­
..... � -- ---
�
___
-L
------
___
I- I I
_­___
- __
L , - - - - -- - - - -
� 1
- � ; - c - - __
I ---
- - -,
7
--i ---
--
__
----
, 1
-----
_t:
- - - 4- -
:7-- - - -
- - ­­
:1 ,
I �
L----'
­­
-
� L 7 -1
­ I
.1
-
,
- __
� � - -
,
- ___
_­­
I .
I
­­
___
­
---
,
- - - . �
I- t .
- - - - - - -
,
: I L
- - - -
. __
-
-1 ­
p �
­
.
­ -_,
,
-
. I
­
.
___
I
-
__
. I I
�_
.
- - - :
­­
e __
i
_­­
.
- - I
L
­­­
__
I—
_-
- - - - -
- . I I
- - - � ­
, ; :
. I
--;---
I ; .
-
� I : .
I I
-1 -1
-
-,_ -_-,
'
:­­-
11-11
,
-_­-�
-
- ­ J,
'
.
-1 - - -
� �
,
-_--.1.
- - -
I
-­
I I '
_____J. - - - - - - -
I i . ,
_, _
-11 I- - I ,
- - - - �- - ]"" L-�
_
F-,--_-_'
,
- I ___
,-_-_-_-�
I I ,
- - - -
,
L--_-
_
I
-- ­-
I
1
­ - - -
�
- - - .
;
�
.
I 7
� -
- ­ ­
� 1
__ -
I
- - - - -
_. , I ;
�
- - - - -
; . �
�
;
_' - - -
- ; I ,
I
L- -
I
L -
I
� ;
- __
- - - A—
__ �
-'L---
__
---
i
­­
I
-- -
t
_­____
, �
--- , --j--L
�
I—.
.
-
-
-
�
_-1__
__ I � I . L
�
-__ ­_
I
� I - ­
L - -- - - - -
I
; 7 I � -
- - - - __
;
-
-
-
L' _
. I
---
;
--- -
I I
______
I
� __
­.,
-
--.---
, L ,
___
-
___ j -
, , .
_ _
, .t
±
_
_
- - - L_ ,
� L
. . . . �__
__ �
� �
­
�
­
o
� - - - - - -
I
__
_
.
�_
I I
____
___
­
I I I
I——
I
-
- - -
- ____�
I
'----
---
I __
. �
­ �­
__ �1 -
­� _,�'
I I ___
_­
­
I
­
.
- - - - - -
I
�__ ___
I I I
_­
L - t
_7
�
I
- - L
�'
_11,
I __
� - - - - ­
__­
:
___
­­
L -
- ­ ---
:
-­ ----
� , -1 I
­­
-------
I �
- 11 I -
I
--- � - - -
L
" - � - -�
- - - - - L - -
- 1-
- - - - - -
- - - -
__
- - - -
­ -
;
-1 �­__
- - - :
__ � - - -
I I
----. ­
- - - 1 - - -
I I
" , _­
-,
I
__ ­
- I -
.
­
I 1-1
I
______
_ L
I
- - - � I
__ ­
�
i
__�­
I I
______
;
I
-----
� :
,- I __
f
L - - -
__
I __
I �
---f"--
I ;
L- . --
.
­ ---
__
-
__
- - -
-
---
I
_­
� I
--
__ t � I _
. I
- _ "--
� 1 ; j *
- 'I
-__-__-J_-_j_Jt__-__
�
- - --
I �
­
, i t i
­ I __
I � I 4
---,---,
-
;
­ -
: .
: : ;
, - - 1 - ,-,
I
,F
-
j
�'
__ ­
,
�
- ­ --- j ----'I
'
' ­ ---
L __
.
.
F ��
;
::q
- �:j
;
- - �
P .-,I .­
. , I
�
I I
+­
I I
__�__
'
I ------t---
4_
;
I
:_-1
-- ------
_t,
I -
: �
-
, �
I_ -.1
I __
____
-16 I -
-
- -
_+
- - , ,
-
�
I'll
I
-
I I
- - -
� I
-­-
I -
__
� -1 '
4
-- � -----
� '
- - - __
­: -
-
--
.
;
.
i
- -
, I I
�_
-
, .
_
_
_ ,
, - ,
_1
I L
__
�
I
1-_1_1 I
. I
---,--
- - -
­r
I
- - -
.. . . ........
, I
.. . - - - -
�
I
- - - - - - L-
, .
I
­ - .,-
I
.
­,_ ,,,,
.
­ ­ -
�
- --- �� -
.
­­
­ � I I
:
I
-,--,
- +
I
'L
,-_-_-_--,-_-,
, I
_-
I
a ' 1'--------.
I
- __
I I
__
'
.
---"-
�_
I
_-­ - -
,
-, , ,
-
, , , ,
_
, , , . , ,
__
_
_____
I I
I I I
I .
- :�
I I
� , � ---
- - -
I
--- - : I
I
__ - -
__ __
L
� __
- I �, -
,
____
� - - - __,__,_
-
---
� -
- �­_ L,
I
I
__ ,_ -I-,-
L I
� -------
I
- I_
, - -
L- ­ .....
I I
. --j-
� -
I I
I ­ _­
I I , _­
-, -
I
­­­
� .
-
L' I -1-
�___
I
LJ
- __1
.
- ----,---
_- __ - - -
�
I _ - -
I :
1 - - -
- �_
- �_ F ---
,
1
�
---
T
I
I I :
1
__ I
- -,
I
I -
_____ __
. -
.
__+Ff
-- -
-
I
t-
HI
�_ I I
I—
-1
1
-
[_
r
f
T_
I
I I
1__t
_1._._1_-
-
-1
_____r__
I ,
­
__ __ -
I
_­ -
- -
- - - - __r
- _r�
. . - _11-t
, __
- - -
_____t
I
_:
: ; �
.
f - --f
__
j
,-,-
�
- - I - - i
___­-
__ ; . �
I
__ .
I
____
-L1
+I I
__
- _
�. ,
:
�
-J - - -
I ;
- - - - -
- - -
. __
-
I - 1
- -
--- - -
-
_ -IF
I I I -t-
�­
I
- - - I - - -
I I -
!­ __
--- __
- - -IF
I . __
_T__t_­
. _I
_
---
� -
- L - - -
�­
__ : __ ,
[ "l
__ I : 2 i .
___�_41_4_4_4 - - -
I ;
- � � - . - ,
- ; . I
I
I
- - - - - - - --i_ i __
I " -
�
11 -1 I I
__ __ jr
L
-­ I I
__ - I
�­­ 11 I I 11
- - --
- � '!
- � - __ I
- - - - - - - -
�­ � - --
- - - -
� I I �_ -
I I I
I ;
� �
­ L I 1- -
I' - L - '- -L , , � - - -- - - - -
-- � , , , - - - ­ i I I
t - I __ I -
I , I
- L , � �� -4 - -
­ - - -
: I
_� I I I I I - - I I I I - I
j lk� .
A I
- - - - - - - - 11 -
.
__ ­ .
�
: i I I
,
- I - 11+ " ,_ I
:
. . . . I t I
__ ,
�
- - - I - r - - - -
4- , - -
I I I
- -1 -11
__ � .
____
1- I . �
- _� __
__ I - I I
___
I
'_ L - -
I
� L
­­_
I I
­ __
; � .
. t ,
­ 1-1 I I � , I I I - I . - -1
� ;
� I �
� : I �
- ­­
- I I - - __ - I
� � -
� . I
_ _ -
J ; ;
- - �­­
I
- �_
, ,
--- -
_1 ,--
_J�_
­­ ' ­­
­_
__
-
. ; 3 ;
- - I ­'
; I .
__ ­ -
�
I 1 � ; I I
- __ I ­­ 11
, I I I -
- - � __ ­­
�;_
, .
-- - - -- -- -- --
- - -1 __ ___
! . �
- .
I I I I - -
_�_
I
__ � ___
� ; .
- ­ -
__-, _:, -
. . .
_
I . I - 11
-:­ __
L .
--i -- -
__ I - - -
L
____
�
, I
; 1 1
I ; I
I 11- ­ I I - I
t I
­ - -
----------- - �__
I
- - It, _ T __ LI -
__ I_ __ -
; ; _
- -
------ .
__�_
- , I ­
Z -
__�
__
I - - - -
-
, , L ;
- . . .
_-__
*
- __
L, . .
: ' � . I
-- -,,,,-',
I
_1_1 � __
__
- ____ � �
. . . � - � - -
I � I I
—
- 11 - -1 -
__ , I
­ ­
,--
__1
.
- . -
I
—
,­ - - -
I I
� � �
I I �
i I
- ____
� ; �
,--:, -'- i 1
;
______
, �
, -
- - - - - - - 7--
� i I
- - - __ I __ -
I I I I ;
­­ ­
I I I L .
­
�
- - - -
I
- - L
__
. I . I
­' - - -
�
� �_
� � �
I—-
; � I
, I I I �
- ­ I
- � ­ i -
o I
---., ­- � - .
- � � z
, __ J 1
I I - I I . . . . --
__ I � L o
-__
� - I
­­
--- -
__ __
__
- :
I I .
'- -� ... L
__ ; ;
__ -
. I I
- ­­
1-1- 1-11,
� I
- - ___
I
- � I 1-1
- ��
, �
- I I -1 I
; I
, -
11 I ,
__ - --
& I
-1 -
-1 - -
— -
I
-1 � - -
­_ -,.,,
,-- 1-1
___
­
. j ;
­­ ,,,
­ ;
- . I ; - - -
I �
. I ;
­ - -
�_
- __
- - � ,
, -
- - - - - - L'
I
_­_
- ; I
__ -,
.
­ ; I I I ;
-
­ -
I
-
-
__ -
- , ; ;
.
­­� .....
- � L I I � . .
4 .
� � � .
__
I .
�_ -1
1-11 ;­_
- I a ;
----.
_-11.1
__
I_-
;
I 11 -1
­
- I I -
I
I ;
- - ' --
­
I- -
� ___
- __ I I
' "" �_--
__.
__
_ , L _,
� .
"' -1 - - - - L
� - -
___ � I
I'll, - I—
-
-
­_ ­_
-
- -
­
­
�
1-11 . . . . . . .
-
­ ­ ,-
__ ;
­­_­
a I
­', -
.
. . . . ­­ I
-
­_
­_ -
I ;
;
; I
­­­­
" . -
�' . . .
I I , -
­­­
I
­­ I .
. . I � :
.— -
� I I .
­­
__
_­
I , . �
i ­ ­­ "
_­ i --
-.,- L , - I
I - � �
i �
I I I
, , ­.,
� :
� __.
; ; I .
­­-­
. I � � �
­­ .__
I
I'll, I
- - - :_
111-
� I
11. -1 -
I I .
- � �
I I I
­ -
- I
� - �,_
- ___ --- '
- - -
_­­
I.: 1- -
, I
­
11 - - I- I
, I
­ - -
� , , ,
�:" - , -
- 111-
- - �_ -1.
_­, I -
---
I I ­
­ L A " -
�
-- ­
I
- - �- -
­­
� -
- �-
-1 -_1
__1 L
I I
— ­
-­ . �
---
- ... 5-- -
:
;
—
.
- "--_
_
__
'-
.
-__,. ; -
�
----, _ . I __
.
I
L .... .. ...
, i , -
___ ___,_,�
-
­_ . ; I
- , -
;
__ ;
;
__ __
. ,
; I ­
__ . I . _ : __
- _ -
I - - - -
__
I �
- - - - - L ,
I ; I
­ �
I .
______
I �
­ Z,- ,
� :
, -1 - I
f I f I
--- � -
; 7
­ 1-1 -
. - : :
, _-,: . : i � , I . � -,
,­
� I �
- - - - -
__ .
� �
� . I 0
­­­­
I �_
� I �
­­ . ....
__1
. ... . . I I . .
­ ­-
I , _
,
­ ­-�--f
, � j
__
- ­
__ �
. . I
­
.
--- A—
� I
� I I
11 I ; ! i i ! t i I I �
__ I - ___ I I 11 - - - - - - �� -- I - ­­­ L- ­­ -1 "I I I - 11 'L, I'll - 11 11 I 11 I - I I I __ �11 I 11 I—- � - ,
, ,
I I I . I I
; I . � ; I i I I
; ; I ; I I I I � 4 . ; � �
__ __ :___ I - - - __ ____ __4_,___ I I - __ - - - - ­ ­­ - - - -- - - __ --- ,- I I - _��r_ � - I I I I - - - - - -­ ­_
- 1
I - �� - - ,­ I I __ - - - - - 1. -
� I � I
. - - - - �_ _ . � I
-__ __ ___ ­­' ­_ __ ­ __ _14 I - -, �, - --;--- ­ ­
_­ ­_ � -
. ­ - __ I __ . I
� � I
- : . i
I - � � I I �
t - I I I I
� __ - ' - � - - - - j' - - L - - - - - - - - - - - �-_ ­ - - - ; - � -11 - I - . - __ �__ _­_ ­ I I - __ ­ _- _- L' - - - � . . . . . . . L, - - I - - .1 I-= I __ 11 ­ I - - ­ - � __ -
­ ­­ ­ ----- � I I I
. ­� I � I I
. I I I I I I � ; � L
L- I - I __ - - __ _; �, - - --t
; - I I 4 ­.
I
- -- L - - - - - --- � � ,
- �
, ­­__ - . - - - � , ­ - ­-.­ , __ ' ­ - - - - - - - - -
I - - - - - - - - - I
�-- , -- - -- � - - - - � - - , -- �­ ­ - - ­ - - - - �, - - � ---. - -
.
__:!�4
� W -i
I
R7701
f
I
-
I I � �
' - -1�*
___ , I I
___ -
m -T
L -f _-
__-+�
v
, ,
---
a
-
, -----
I .
�
---
� 7 .
--,--
-
­
__
-
. . �
­_
.
__ L -
I
________
, , ,
I I
, �--
---
__
.
__ � -
� I I �_
,
________
, � �
_____
- - -
-
L,
-
�_
t!i
____
- I __
�
___
---
___
.
I
_____1 __
- �
__,__,:____
,
I
- �__
;
-
I
- �--
� I
-- - i ­ ­ ­
I
­ -
I
.
- - - 4 -
. : .
­-_ ' ' ,
__ I
- -
I
-- �-
,
-t-
__ I-[----
-.
. ,
t ,
I ,
-
fi,r
I
�
-
_-,
- . i
L- -
� _
; ,
- .
--i - - - I
� I
_
,
__ :
� __
_-.,- ,
__ ,
I
­­­
:
__
___
-
� I
�
�._
. � �
"---
__
__
. - . .
-
�
­
.
__�__
.
­
,--
---
- - - 4_ -
L-
___�_, I
-
I
- - -
I—
I ;
- - - I -
.
­_
�
- I 1-
I - -
- - i I __
I
i
­_-
__ __
,
- -
. I ;
­
,
- , _
,
-
-
--
-­­
-----
­_
- L , -
­ �
- I ,-
I
,--
i
- - - - - - -
- I
--
A
__ I I
I
-
I
­_
- - - -
.
­
- - - I -
I � I
.
. � __
.
__ ,
. � . . � ,
7
,
-
, .
1-1-1-
, - �
- ,
-,-,-
= t,-"--
__ ,
____
I
I �
_ , � I I I
� � : : ; L � I
i I : I
� __
I I i L � I : I
.
-,-- __ __ __­ '= L--------, _-_-_- -_-_-_-I'- _1 - - - - ;
� - - - - I I � I
- ­___ ­ ­ __ __ - , -r - - - - - �_­_ __ - - � , _ _­ -- ­ - ­ ___ -1 - - -
-1 -
­ __ ­ ­__ --- -1 -­ --- --- --­­ , - ­­ ­­ ------- --- � --- --- I— ---------- �­
I ; 4 - --- --- -- ---j
I
—
z_-�-,
-
__
t
-,
v -
-�­-E
( ' '
-T
N
q-,
-
- 0
_�
,-
__ � �
I I
_ -
� �
I _____1
� t . __
,
I ­­
___
__
­
- .
­­­
__
__
; -
;
- -
R
T ,
, I
1�­�­
I . I
-
--- �-
I ---
11 L
I ,�
-i ;
I - - -
­ . I I I L
I I I I
� ,
; -
- - - -
fi
__ , � , - , ,
, ­_ I ......
_L
7
. I
ijr --- -
_- . , -- -
-
� ;
­
I
-
- --
-t-1--t-
; .
-
I
�
- - --
I I
, .
I I
I - ' L j
I
-
- t
-i -1
-
I i
-1 -1--+
�
L
; .
__
I �
-
__ ; ,
-
.
­
�
�'_111­
--r-
.
---
_1H_
I
_­
I
�
- : _
- �
�
-1-1
__; z
_t
__ . � ,
---
1-
I __
_ __
I .
_­
I
-- ' _f+j_-_
-
L -t
-
-
7
:
-
� -1
� __
- I
�
-­
.
-
­ ­-
-_ :
- _T
I
:
�
I , I I I I I I
I I : I
I , I
, . ;
I , J±+ ------ I_ I � I I . I
_ � --- !__ --- I—
­_­ -- ____ - __ �_ --- ­_ __ -1 - - -1 I---- I .
­ ­­_
; . ; -E
I
I __111
[ ; _A,____j_ �, , , I I
__L_ -L 4--4-,---
.
---
__" _-L--, --i-,
, i I
__1 ---- _- L -L-
- , , . ,
, ,
I_ _1
, ,
---j-,
, .
_4_
---
.
- - __
---
, - � �
,----
�
I
,
� .� --- 4__
, I , ,
, I
, __ ��
\_ , ---
. ,
-
__ _� -, -4--
. I , ,
I
0---..d
. � I
__
.
I -
-
- .j
- -
__� __-_
Ad-
� I
,­ --
.
" �______
� �
' -
�4-� ------4--
__ - _� - �,
�
1
�
-4
_4 ---
�t
�--
; �
-------
-, ---
,
I I
t I I .
� ;
� i ;
- =-T-_ __
i ' .
_-�-- �
. -,- I : �
- I
� � -
7
� I � I : I
-----,-
­ -1
, .
__ ___
_ -,-
-1- ­ -
, I
� I .
___
�
__ -
;
­
! � I
-, - - --------
, ,
­ __
1 , I I
I - ­
� .
I
- I—
�
� - I
--- __
. o
-- --
__
__ - -
�
-
___ __
. I .
­
. :
; I
I .
I ; I .
-- I . . -
- I I
: =
.
- __
I � I
� -- -
7 �
--- ---
-
.
�-
.
�_.
- i I
_i -
I � -
- � 4 __
- I i
­ -
- �
__ I—
- -1
. I
_­ -
1
­
- ---
�
- , -
__ __ -,,--
I
I I
__
I
­- -- -
_ _
------
. I .
- -----
�
; ; ! -,
; , - -
o � ! I
-, __
. , ­
I , � �
; ;
__ __
; . 0
�
­_ ­
-, __
-
; ;
­_
. I
- -
; .
I—
. I
i : .
; � o
� :
-
__ - I
---i _1_ 1-
. . :
j I
_­ -
:
_______,
.
�
.
--- ---
_
1__-
. .
___
__
I .
� : ;
. :
--- � ------ 7
,, I
_­­
- ,
; i __
-,
I � . I
------,
1 .
­­
;
--- __
--- __
__ __
--- .-
___ J I I
7-
I
­
- , ,
.
I 11 �
­ --------
I——
__
i I
.
­­
� I ;
- .
. I I
- . ­
I I
_­ ,
� -
__ -
­ -1
-.--
�
___
,
I— -
I �
-_
­
:
--- --
I
�
.
­­
-
-
I I
: �
-1 -
I
_­
;
; �
I I ;
I-
� �
---
- �_
I
� ___
,_
:,-. -
:_
;
_L_
.
___ -­
, . .
__­
I I
I
_,;__
, .
. ---
-1 -
,
;
_ -------
I
--- �­­_____
:
__
I
. , . L-
:
­­ -­
.
-, ­
__
­ I-
� .
- ?___
--' I
_­_
.
--- E
I
.
­ I
I
��
I I
. I
_. �___
_- f _
�
, - ,
---I--
I I
I I
­__
.
� -
. .
__ -
__ -
- ---
I
�
__ - � - ____
�
I . � . , .
,
, __ _.
I ,
, � � ,
_ � r , �
, ,
- � -------
, , �
�
_ -------
I . I . �
---.--
ftT
I
I ---
;
�
­ --
I
­ ­
- __
,--- ­
.
­ __
____
I
,­ --
.
­­ ­
___ I I
I
-r --
___ ___
,
I
I ­_
: ,
-------
;
_­ -
I
__�_
�
--- -- �
_­ ----
­ __
__ --
­ ­­
­ -
:
­­­
. I
I—
-
­_
;
­­
­.
5
___ -
_­ ---
- � ,
.
-
I .
--- ;___
- ­
___ .__
-­­
� I
I ;
---
­ __
. i . . �
I
I
i
I ­___
I
i .
__
I I .
---.
. ; .
___ ___
1-1_
;
.
-­­
�
-- �
��
I
-- ----
.
. �
i__
; �
�1_
;
.
I
--- ­­
___ -
--- ,--.
___ __
�
� ____
I
�
�
__ ­
1
I
-,--
__ . �
� -
I
--- ?___
I �
. ;
__ __
�
;
�
-----.
. . �
. . � __
__­
, I
___,_+j_h --- H+ _ I �_, � t
I , - - -L -L -
— ttlt�t_ — __ _1_1 ­­_ I --- 1
I- - ----
. I , t T I
ill
__
�-
__
,
1­11L.,�_ ­.1-il-
, , ; I , �
� � :
­ -
_ __ --t-- � - -
- - : I ; ;
" --
---- _-__-r,-_t_-,__
I I . .
— _
_f ; � � �
. . : :
� I ;
--- --1--_
- - I -
--- 1
4-4_
---
------ I
---.,
-
t, - -
-_-_-_-_
I
I
4
I -_--1 __­
I
I i
- ­ __
. , �
, �
� : ;
- -11 -
� � ­� -
� _�
--- ____
. I I
I .
I I
- . - �
- ­ � '4 -
.
- �­ I
, --- � I
1
- - : -1
____ - I
, I
",_ __
� __
I
,
-
--- Z -41-
--
. ! ; I
;;;;;
-- ­
-
­
I
11 -11 - -
%.
-- - j---��
-4
I
.1. I ", -
-
- i
�- -
. ,
I
__ , ------- ­
I .
­_
rc
,
k -,,----L - - -- -
I ; I _ __
____ I
o I
. .
_�__
1p_�-
; .
-- _­
I
__ �
; -
__
�;
__
_­
--'
. __
�
� -
­ ---
01
_7
;
__ I � ---
� p � i
­
I o
-
�; __ t:
E#:
-
: I
_-77-
I
- , -_ -
. �
__ __
� -
,- ­
- __
_jT-,-_1_-_-,-_-_-f
-
_FFF
�
--11-11
I �
_j__
:
! i
I --11-1- __
, I I I
4-
-
- I I __
� !
- , _� - -
I .
4
I
-11 __
;
,­­
.
- I
- - - -
� . .
_­
I ;
�
�
- __
__
__ -
I
_­
%
__
.
__
I . �
­­ ­
I �
�
:
�
_-1_1-__1-
I i
. I �
� I .
___
_ . I �
� �
�
� I I ;
___ . __
I � , .
. ; :
. . ; I I
_____
I
__
. --
I ;
� I
_ -
--- -
___
�
_' _4
I
- .
I
- __�-- _�_, �_
,
---- I ---
__ -L
- , ,
; z .
- I �
--- �-- �, -_
I I
I
-
, � : I
;
,
-_
, � I
_-
-
�
, .
-,--:--,
, . �
__ ___
. , , .
--- - ,
� _- �,
-_ ----
-
- -
tt�
. , __1
, _
1 .
I
, ,
__
, , , ,
:,
. �
� �
� I I 11
--tt-r-
__I
11 ---1
I I
. I
I .
"-.I--
. ! �
I
­
- _'�
- -
�
1-1 I
I
- ___
I
- __
. I .
__ _-_-_
__ ,
- �-
I
1 ------
--- �_ , -
-
i I I
_4__�__
I
I
_r
" I
- � I
. � ---
,
, _ - --- j
I ,
� ; i
- -
I : :
I ;
; -
­
,
---�-
,
- i .
------
__ __
�- _.
- -
I-
. I
.
- .
­-,
-�
,�­--�--4­
+ I
4ii
. .
. . I
--�-- �­-
,
i ;
--- ;­
I
­,­
- - � --
� � I �
­ .--.
---
--
­ -
;
---
� * *
I -
---- �_
__�,_
1-1 ---
- I .
- -
- I
-1 ­­
j
__j__ __
,
,-----, _-�--
�
__ �;_4_,_L -
;
1-
� ; � -
- �
- -
I �
­ ­
___ I I
,
__ I
_1-
­­
__ �
-1 ,---,
__
___ __
+1+
­ -
.
_­_
I __
.
� _­
___ � ,_
I
­
--,--
I
I
---
­ -
I
__ __ -
4
I I � I
-­-­
__ - -
--- __
­
__
_­ ------
---
.
___L --_
­-
-
- �
� ;
-- j_
;
_ __
I -
­__
. I I
­
I .
___
I
� __
I I
-
r � I
-,--
___
I �
- �­
;
_; __
a ;
___
; ,
;
-
-
- _
-
-
- __
__
; ;
�__
I .
­­
;
±
__
t I
. I ;
__
- �
� .
__�_
___
,
__
.
- __
6 .
. �
--or
-4-
_±
_ -
T I I
__-_ � -
_____
­ -
______
,
- - -
__
! ;
__ __
__ _
__ _
--- __1 -
- i
­ -
___
- __
�-
_-,
I .
-1 I
. ;
. I
-­ 11-1
.
__ __
;
" _'.
-
__ ---
4
, � �
..I',-
� I j , -
I __1_4'_[__
I
­­ .
,-- .
I
- , ;
- __
� --- �
-
-.11-1
�
­
I .
__ -1.11
.
_4 -------
I
I .
­ ­
I ----
1-t.,
11
I I -
___.
, I
­­
T_ -
i
111-1-
� �
---.
, I
-, __
I � "
__
�
11-14--
- __
I I
-1 � -
.
­,
,-,
3
�__
- . I
__ I
-
1 t
­ ---
;
.
­__
o
__
I --1—r;
11-1
__
t
­__ - I � , _1 11
__ - � ; -
_ - 11 - �
i ­ __
____ ,'I -4, -
____ - �
�
- �
.
;
­_­
I
__1 ­ -
I I
I
-, �
_ .
---- �­_
.
-­­
�
- ,--
­ ­
__1 __
- -
1
:
- I -
.
I
­­ -
­ I
I
_-1_
; ;
, __
.
---
;__
;
­__
I
. .
_
�
I
- �,_
;
­__
I I
---- _
I
­_ I
�
t
__
I ;
1-11 -11-
. I
_­
:
�
. �
t I
1-11 ­ I
---. _­
I
1 11114--l-
-
I
�
I
t
­ -, ­
-
I
;
; ;
I
; __
� __
r
--- T-
�
�
- I
_­
�
:
; I 11
- - -
_': .-
1
_­_
e
.
I -
1
- ---
� __
�
,
- I-
�
1
____
- __
; ---
­ __
;
1 I
­
_­
.
1- I
--,,--
..
I
1_ ­
_- ­
�
­­-
__1 - -
---
-, -
�
­_
j
__­ -
�
�__
I
�-1-
_ �
: - -
­
- _T
I
___
:
s
1-1
�
__ . I � .
�
-
I
�
­
- . _1_17�­___
-.1 ---
-
--- __
I
11 �_
; ___
.
I
I I ,
­__
___,___
I �
­
� I I
­, - -
� ;
_­ __
­
_.- -1
;
­ ---
� . ,
____1
. �
­__
I .
­ -
: ;
-_
.
--- �___
� I .
­ I . .
�
­_
: .
_ -
. . .
.
-----
. I .
T—T]
__
__
__
---
-
11
:
tt
- -
I I . I
� I : . I
_ I �
­ ­­
I
I . -
�
__ y I
­-
� i- I
7 . . �
. ;
------ �- r-
I I - I � � , .
___1
___ -, ,
- I +­ I_-
- =7-:-[=r
I -
I
­ -----
I ,
_­
I .
__ , .
� - - - �
__
I
--
_ _.
, ___ ,--
__ -1
. I
I I
____
I t
--- -
, I
-
__�_
. . I I
I I I � . �
­ .1 --- ­­_
I -4 --: �
� I I I
----------- � -------- �
� ! I : I
� ; - ___ -
­
­ i
, - _ � --- r
__ ­ ,
__ -,-. '_
­ --
I __ I � "\--?----
t I � ;
­­­ -
� � I .
� � : �
__
. . � _1=,____E
. .
�__,�
I i -
I I
�
T
I -
-
I .
­__­
�
;
. �
\
- ---
____ _____
- __
\4__
- -
� ------
-,±-,.,\-
.
.
___ - ,
--l-,,_�
I
I
_ __
I r
� ,
, ­ __
I I I
. ,--
� I 's -
; . �
_____
I I
___ -
- :
__ _
�4
I
;��;�
­
— __
-1--
-- -
.1j
- ��
��,
.-
- - ----
. I �
=,
I J_
__ I
_�-
� j .- 11
- 7 1, - -
____,:,J`___+_1_
I ,
--i-I ----- -
- ,---i:,,---
I
Wj -
_
I
. . ,
I_ ----
, i
I -
__ ___
__ ,--
---
__ __
- __
-
I I
­_
__ � .
-,--
.
-------
- _­__
. �
I _,___Z;_.,
-
I - . -
�m
. i
- __
5 , I !
., �,___
�
�
:
---
� I .
­­
o I
­___
- . � -1 -
�_
__ _
- - __
I --- ­ .
--- ---
___ __
� ;
;
____
, .
-_ 71
� I
­ ­
� , � ;
­_­
* . ,
___ _
. .
-1-_4 -�
. , , �
, ,
_ --- 1_1_
� ,
- __ __
-
. �
-
±
--- I_
__
--- __
__ __
— _
_ _
, __
I
- .
I .
�_­
I I
___ I :
� . .
;
--- ; I - I
, , , .
__ __
F_ - -
�, , , ,
___
_­_ �_ -
. I
I
__
_ -------, _-,
. . . I ,
� ­­_
�
I �
�_
I . �
­­
; .
­ ­
I I ;
�,__
I �
--- __
­­
", - -- ,
__
I , ,
; I
i
­­­
I I
­­_____
I ;
-___ I
� I I I
i
. �
I I I
i,_111 - , -1
--- � ;
, I . I
, ,
---
, r ,
, , .
, , , , ,
__ ___:
__ � ,
. . .
, ,
-t_
­ -"--
.
I
-1 .
____ ,
_ I
­: - I -
� �
_..
__ __
I- 11 - ­ I
­-­
I
, I
- ___
_,�_
�
"
­ , I
I .
I .
I . .
� 1 __ -
--- e I I F ;
A j
. .
� I -
: .
­`-
L
f
� __
. �
� . % �
� ___
__ -1
___
__
� . �
_­
i ,
­-_
i
­­
.
. �
. A
� ­-
: I ;
� --- �-- ­--
� -­ - ­ 4 _
I
.
I
­ ,--
i
­
­
I
I— 11 -
I
.
__
-11 �
;
�
. I
--- �
I -- --
� I � I
-, __ __ . ­
� � I
�
- - - - - - -
I
__1
� . I -
;
1- -
. �
--- I
- - -
-
___ -1
�
—
I � .
.
I I
; � .
.
� .
� .
----------
�
I � I
�
I
.
__
�
. I -.1.1
o
�
__ ,
.
- __
� � �
11 �
- .
, -
­-
. : I
; . . L ­
---,---
- -
­ ­
- ­
_.-
­_
, ;
I-. �
� -
.
_­_ -,
.
I
__ �
-, I
,­ ­
,
--- I I
; p . -
.
­ -
__ - ___
: -
"
,-- _.
- __-,
--- -
.
______
�
____
I
.
- �
__
� -
__­__
;
- ,
I
I
�
--- r ----------
I i I
-­­­
�
-
. , ; �
-
-- ----------
__
­ -
;
;
-
- -
"
�
I
____ ­
_�
�- � ---
3
- - - - - - - -
- . .
,- __
- -----
I
.­-
__; ;
1-1
.
­
__
__ �
­ � �
.
___ - _1_-__i_____-
11-11-11
­ __
:
�
- -
I t I
. -
� I I
,­­_
- - -
;
� �
___
, , , �
- ­­�111_
� I
1
I :
-L_1
; � I
_4
- - - - - - 1
I
�
___� __.
t
I �
__ ­__­
- -1
:
­ ------
-
- ­­
--- ;
. I
- --
" _­_
­
-
­_­
­ __
I
I
- � I ­
_­­
- I ;
­ _",
� �
---
.
I—
-
--- ; :
I——
:
;
�
� ---
.
� I
___1
I
11- -
­ - I I
:_
I ___­
__
I -
I I I
__�_
­
I
--- 1-_,_-__
I
I :
I . �
__
;
­­
� � -
-,--
___
I . I I -
-­
__ � . ____­---­-­
­ __
� ,
�
;
. �
�_
, 4 I
_
- � I
--- ---
__ _1
;
--- ;---
I . 0
­_
I
­_
.
I
­ ­
� �
­__­__­-
- I
___�_
�
--- ---
I
I
- ,___
I
- �____
.
I I I
­
__
---REVISION DATE DESCRIPTION BY APP
__ I
F i I I , I
� __�___t­__i_____
f . I I
s � : � I
.111
I
- -,I---
­__.
� I
-- ­
__ ___
I
,--,---
_­__
- J� ,�, -
" 1, � I �
- , , -
-- ----
- , � �
. 1, ___�__
�
-, .."
. ', P
! 1 �
hA
I I
1 I I
X
. -
I -- ---- -
1_1 i I I
,­­ --
i I
------
-A ��
- __
^;;.;-,�
=
��
7 �
: - ­ - -
* -
---,---
m�
-_--as
,
­­ --
.
,-­��---.J_
- I
, ,I---,----
------- �­ -
--
�101;;�_
� ,
__ __ -
___
I_
­_
i � ,
':�___, -----
�
____ -
. � -) -------
----- I I
- ---
__ -,
--- -
�
--
I . ­ ;
-F-7--
- ,
;
------.
;
,
- -
-,,-----
, -
-` ------ --
--- - ------
i � I
--- � -
�
­­
�
_ -,
___ ---
.
- -� ---
­­
- __
- . � � � -
---------
, ,
1-11-
;
---?---
- --
�
-
, -
---- -,
-
. �
I I
- I 1
7-..---- -
.
-
�
=
�
__1
- : : .
____ �
� � I
­
�]
__
=
--- -
, .
-_ - __
I I
­__
--- __
� � -
__
__ .
�
1-1 __
� � I
__. __
­ ---
. __
I
---- ;
-­ I . I
-------
i
- � -
�_.
1-1] f _�
____
_ .
,- .
. I __
__ 1-
__ L_
-
I—' -
­ �
__1
. I
_
- - __ �
­ � I
-_1
___i __
I
--f +­
--
- ­-,
-
­­
:
-­­
,
I--,;---.--
---,-
,
--- --
-­� ­
­-
­ -------
� -
­­
-
� ---
­
�
--- � I
­ ------
i
- - -
__',
� I I ,
. -
�__l
�
__
.
. . I
. �
I I J_
--
. I
---- __
- ,,,
__: I ­
I
� I
---
,
� I __1
- ±
___ __
� -- -
I I
� ----- I",
---
`
I
__
�
_____
�
_ _
I �
­ ---
__ � I --i--
­__
.
__ DESIGNED JKB CAPITAL AREA GREENWAY SYSTEM
_-_-1-;1- -
� i I t I
__ : �
­____�­ ---
; . ,
, I I ,
. ; : 1
___
. T
___ -
I
-
�,_ -1
­­-
;
-- ---
I
, __+_
_� ------ �__l
-- ,
- - i,--
1��
59t
� ­ I
__1 _1-
! a i I -11,
; � __ __
-1_1_
. __ I
-­
___ __
--"--
.
I
__ ---
-
--',' _'_1_T
I I .
�_ -1--i-,
� I
-, "
- _L_
_
_+j___
I
--i ---
_____1r,__
- � -
, �-
-
- -
-_ �
___
I !
__
-
.
_-_r-',
- I i ;
� --- ---
­_
Hid
__�
I
, . . �
----
I I—, , , ,
--- �� ---- --
� I I—
I �
- --
­
:, "
_t
_T_
f- � - _�
, �
-1 _­­-
_-, I ,
�-­_­­
I i
­­
I
­­­
� ,
--
--- ­ -
� I
__ I
--
- �
�
, - ___ 1- ­_ ,
__ � , r - I
I ; .
-J.-
---?-
I
_
t -- --t
__
� � . ;
- i-
_-: ­
- ;
- ------
�
4
I
I --- ��__;____
I
-, __-, .-----
I ; t
I t � i
�
- �-
#
� I
7
; -1-
: ,
­ ­ I
__
__ ___
­ .
.
;
__
; I
__ -
- ­
- __ __
- � � �
__�
,
-----. �
_­_; -
-
d
­ ------
I � �
I I
I
­
__ i I . . - I
-1
, I I
-^- I f �
�
-I--- -
I
-1-1
I �
__ I -
I
- __-
-
� �
­ -
__ �_
I ­­
___ ___
___ __
__
-1 - -
I— _1 , ,� __
4
------ � - � ...
- 4 --------
;
.... �___
i --
__;_ ------
- + I-1-4,
t-.,
__ _-
---
--_;___
--- --
�
__--,I- - �
�
� ­ ---
-.1., -
------
-1 ­
--- ---
� ­­
- ___­-­­__-_­_____
_­
- ----------
­­
--- 1-1
,--I--,---
_-
r
I �
_�__
I I
____
.
; � .
---
- ;
I
I �
__1
�
I
­ ­
I �
­ ---
I— - - � ,
- -T-1;
,, ; __
I
-
- _-_-�
__ .­
,� I - _-,
� - ---
==
I
:
_____
---
C R A B TREE UO' R EEK 91"KO"' A I L
I
__ RALEIGH, NORTH CAROLINA
_
---
----JKB
, .. �
� � ----
-- --- --- -_11--,
. � I � I �
­ ­_ � ;
� 2 ;
A .
__ ­ 4 I F_
; i :
I i I
­ I- i 1 ,
I— �� � __ - -4 --- � ---
I ---
i
--- �__ 7_6_4_4
;
�
-
- -1
;
;
­-,­-
-­;­
­_
I .
r-
� -- - --_
­
---
-,
I I
: I :
-1-
y -
­,­.
_ ; I
--1
.
I I ; t I
� ­ o
--- 411_ __1 -4-- � -e-
I �
I I I I �
- - I I _T____ �
, 11 1,14
-1 - ,___ ,
F
I i --- F-1 --.---
� I I
I
__ t-
I . � �
I .
,
1 ---
,
�_ Y ,
c . I
­ _____
� �
� .
, ,
----- . .....
t, L-1 -
�__ , j �
; �
­ -11-t ­
: _k � I
�-_-="
__ - i -
. .
­
I
5
- (
___ _____7
� ;
1) ----
,
, , I -
�- .
�
. I
I . I
. � ,
- ----- ------
- ,
, - I I
_ -
i I �
. I � 111-
; �
.
--- I—
4A
I— . .
i
A-
4 --(
__
, "
I
'
:�
.
s
,
-
: i �
, , ,
-
I
­ il ------
- _-I'Ll-,
.
,
--
_-, _1
� 1)
­
­_
I ------
� �
)
- _
-
­- I-
�
.
: - __
-
,
_ it
� z
- __1_1
�
- - - -------
� 5 1 ; t
_­ - - --
I
_tt
� ----
, I
� ,
; I I , ,
__ - __
- ­ -__�
, �
----- i
_- -
, �
�
_
�
_i -
9%,
:(
) -
___ __
I ---
I :
7
,I__-_-,
I , ,
___
,__� -
,
--- I -
-
� I �
__
"_
t ----
"_ ,
__� I 1--
e . , ,
1___�_­7 -.1
I - I
__4--a
,
. ___ _­ ­
.
:
--��
­-
­-_
. I
--"---
I
___
I
7 Y
r- k
__ --
­_
I
y
. .
* I I I ,
_r__L_z -------
__ ,
� �
_­-r--3---_­t
� ; I I
1
__
i ; �
- __1 -
.
;
i--(
�
__ __
_ � -
3 �
-------
___ _
I-
, � . .
)-"--,
_ I _.
�
,
I
___
I
� I I
- � � �
- i______1_______
_11E , _1 -
,
- _____ -
I
,
I I I I
. I
_ -----
� __
3-
.
­­
� . ;
-1
---
__ -
I'll-,
-1 I—
__
� I
---_--
:
---
_-1-11-
I � ;
I �
--- � : � I
--- I -------
% .
__ �
__11 11
. T
1
F_ , _
, , .
. i
, ,
-1- ­ , ,
� � � __ -
; 1 .
. . ;
� ---- --
I ;
___
111 ,
I I
I - I ,
. , , �
I
t,
I
- -
�
� --- —
_ __
---
_
I . .
- -----
1
�
-
- ,
. , I I .
- __ 1-
-
I
` --- -
I
- --------
-
__ � I
- --
I � I -
. I
I
__ 1-1
. I
--- � --
I �
1__-
--- ---
,- - ­
___ -
----
--- ---
� .
___­
- -
--11-1.1
I
- ­
. � � I
--- __F___ -1
, ,
I __� --- �, - _�___
,
__ 4-
� ` , ---! �
� i
___ - -
, )
I . .
----------
­_
� �
,
� _.
___ __
I
---
­ -1
�
7
�
:
1-__
-.1 I
;
I
_-1 ------
� 1-
----------
� 1-1
___ __
I
�__.
- -fol -
. I �
- .
-
-1-1-
,
_____
. I
--- __
­ ­
- ­
__ __
I
­__
, ­-
. . .
­­
: � � . .
__
I_-
I
­ -
I
­ -
o I __
__ __
:
---
­­-
--- . �
__
=
I
-- .
I
� ; �
=_
___ -
-
_-, ,--
I .
,
I
i -11
; ;
_ -
I � . .
---
� . I
__ __1
__ ­ I
�
I -
;
­ , � I
�­
o
�
­ ­
---
:
� . I
--- 1-1
I ;
__ ___
­-
.1-1
1-1 � ......
__ ---
, ; .
1-11 - -------
, o �
­­__
__ .
;
­.
I .
. , .
I --
. . -
I I i o
. �
_____
I
- � I
I
­_
I .
I I
__ --
I
I i
. ; I i
­ --
.-
; I
-­ ---
.
, I
___
" I o I
" . ;
. ;
--- -
I
.__,L_.
. I
. ;
. .
--­
I
i
_J,_
. d
I ;
. I
­­­
__
�
. :
---
. , _-, ,
__ _
­ f . I �
_-_-, � . -1 I ,
I
__ � - � , ,
- -
-1,
i . � I
I
- -
- �: I
I
.
- ­­-
,
- ----
--------
�
­ __
- I I I
-, -
---�­
---
� ;
_­_
I- _..
�__ --J�
,­ �__
. I
­­__
.
----
I
z
- I -1
- __
_�_ ---
I
� I --.--
--- 11 -
.
- __
__ ---
-- ------
-
I ; ___
I
I - ­
� --- I ,
I �
I—'
:
I ,
-----.---
I
­­ ­­
I ­
�
I �
I
____­__
1-1-11 11 --
__
---
,__
-
I I
­­­_
___ . -
- I ; � , I
__ �
. I � I � 11
�
F ,
__ �, I—
.
: ­
- ; I
­ 11-1
I
17-
__ -
_
__
1-1
- I
, , . i ; ;
__ I
- --
I
;
�
� I
� I . � I
-----
I
---
�
I ;
;
- - - -
_11L �
I I :
� I I
-1-1 __
.
- - -
-----,-
i
1. -
__ ­
__ , _
__
-_1
_ _j
, ,
--- ­_
I
. , ,
- I ­
. I I
- I ---
7
­__
; .
".,----
I � �
-1 __
�
____
_­__
I �
-­' o
;
­ I
­_
­- -
- - ---
__ ---
__1 - - -
­ -
�
, , 5 -
- - - -
.
__ __ -
�
-- , 11
_ �
-------
__ . -1
;
­
I �
;
�, -
:
-
�­
___' �
4 ------
I
­­_
I .
_­
� I
_­__
I - .
� ---
--- 1
- - _�_,
�
__--I--
, , I t-
_­
­
-s'-,
11-
, -
� I ,
_�
. � f
- ­ �_
�
1
1. -
__ -
: �
- �_ -
I I
�_
. I
____
I- - _�
__ ,. - -
i-
-- I -,I-_,,-
_1
- -
Z
A,
t
- I -
1_0
-
Ii---
,
- -
7- I-—
, - -
-_1
. ,
.
_
__
� I - 1___.
I
­ ---
- - t--� --- t--
i
--- i--f­_______,FT111­_­
- - t- -
. , I j .
- -
- .
-11;
, , .
� ; -
I i ; -
I I I
--- -
i
---
__ -
­
­_­­
11 f "
­__
, ,
__1 _L-__
­ _
- I I �
-
---
� -- --
I �
­­ -
� I -
--
.
___L_1_____.__,j_­
I . �
­ � -
- - __
-
__�__
�
­ .
_11__,__-_11____s-_
__ ­­ I
I � . T
I I
, 1 " ,
­ -
� � � -1,
I
­­-
,
----
I
--t-t--tt"
�
I , -
- '",
I I __
- , , � I
11___i%11­�1_­
,
-, -11
.
_--­
I
­­ -
---
; .
­
. -
_­_
�
-
­ ----------
_ - -,--,,-
" .
__ I
��- t
J
__ -
- :
�
,
- ___
-J -
�
­
__
; I I
­­­
� .
I
------
­. - I-
­- --
---
-, 2
____
_ ; __
_1_
;
- - -
7 -
__ -
� .
­ --
; ;
­ __
-
--- ---
__�_
; :
­
-_-___=[_-_-_-_-r-
-
i
­
J
__:
I I �
I I
--- ---
__ ___
­ __
I
­_­:
I .
___ ___
- . -
___
� ­­
_ -
__ __
-
-
__;_____,______�__,
,-
, I
1_=
I
,
__
---I-,-
I
-­ ­
---
__ _�
,111
- -1-
, --, _",
- - -
_____
. , � , � , __
I __
-1-
­_
=_
­
__,1---
4
­
-----------
I
-
­
- �__
I I .
,___­-,
- �
� ­
� � I __
- �
1-1
-
__1
:, -
- -
;
I
,- ­
I
t
__ �
�
------ -
. I
­ -
- .
- ­-,
_ , .
__ -,
--
-11
-"-.
­ -
�
- _
-
­­; ---
_ ,
-1 -
� �
- __
_­
I I
­_,___
- -
� I—
_11_
- __
I
_11 . ...
___
­ _.
.
�_____
__ ,
� � __
_=_.
­� -
I
,---
I �
___
I .
­_
_-
CROSS SECTIONS
.
- __
I - ,
�� _�
-
: I I �
:
_51,
___
�
___�_
I .
— _71
-
� ]
, .
:
-, �
- 4-,-,--,-,,
,-----[:;:
_ _+
I
. .
-L
: I ­­
� I
I
I
__ -
- _1 ­
� I
I . ­_
..
:tt
- i
t ,
-, � I
I r
___ -
I
,_f+t_1'_t
,
__
­ I
Jf_
. I
-1
___
; .
-
: ;
-
I
I ;
;
----
� ____._
I i
=F--
_-j
.
; I
�+_
- I
�
I .......
. �_
- . .
­ ----
�,17--r-_
I , I
� —1
, I __
__1 �
-
� i
__
,
-
I
__ -
I I I
I -1
__
I
__
I
-f
-. I , _�__L_�__'___
I
__L_
- ___ I
I
I I
: ;
s
1
;
�
:
I
I
I
I
�
. -
. I
,
I � - �
� I
I
I .
:±J�
. r :
.
.
I
� I
I �
I
I I
�
1 r
.
. �
r . I
T - I 1-
. I .
-I
r
; �
. . I
�
� I
I
I i
I
. � �
r ;
I r%orA 'T Z%- a 0% ^ 'ra I M a a e'b'r A 95 #% 11 4 ^
SCALE.- HORIZ: 1"-10'
I �
—
VERT: V-10
; -----------7
!
1 � w I
Rb
I
I SUBMITTED JLM
� L--------- __
����� I
I I
''I
i - __ _____ I
i
� HAYES, SEAY,
- I I I I
i
I
MATTERN & MATTERNJNC. ''i i
I
SCALE HORIZ.
I I I I I I ­
:
1 *= 1 0'1: COMM-
! I i
1 ARCHITECTS —
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION �
; 1 1
ENGINEERS — PLANNERS i i I
i ! i_____
VERT.
- __ __ - ____ _______
111=10, i NO. 7522
—
!,
i , RALEIGH,
"
NORTH CAROLINA
��=*

NOT
4" ~ PVC PIPE UNDER CENTERLINE 1» 1" 1. **COORDINATE W/ BRIDGE
DRAIN SLOPE TO DRAIN BRIDGE & TRAIL DAYLIGHT AT FACE OF BANK. (SEE ABUTMENT MANUFACTURE PRIOR TO
LOCATION TABLE) ~ JOINT - INT - CONSTRUCTION.
FACE OF
BACKWALL 2. *SEE PLAN AND
WOOD CENTERLINE (SEE ABUTMENT LOCATION TABLE) PROFILE SHEET FOR
DECK DIMENSION.
CENTERLINE
~ CENTERLINE ANCHOR BOLTS FACE OF 1' ~ 6 9 12 SPACES 11 = - 10~ 10~ 11 0 9 6
BACKWALL BRG.
• • • as
• • ~ a _
I 5~" MIN. " I as **VARIES 9
VARIES VARIES » LUBRICANT ADHESIVE ~ I
1 -3 MIN. PREFORMED a ON EACH SIDE OF
SEALER " SEAL RE-BARS *
VARIES ~ - (SEE NOTE)
P J

P NO SCALE -
OUTLET 6'-3" 6'-3" NO SCALE PIPE
12
2" 9 2"
1'-g„ 1'-g„ 3
12 „ 9
NOTE:
1. **FOR PRE-ENGINEERED BRIDGE
COORDINATE W/ BRIDGE _ 1 (4) HP 10x42 (TYP.) 2 12 „
MANUFACTURE PRIOR TO PILES 44 O.C.
CONSTRUCTION. ~j d DO NOT CUT DRIVE TO 20T 1 1
ABOVE THIS (ESTIMATED LENGTH 25 FEET)
T PLAN N ABUTM 1 ~ LINE MINIMUM TIP
D37 NO SCALE ~ ELEVATION IS 20'
BELOW CAP
N r- x c Q 9" 12 SPACES ~ 11~"=11'-6" "
6„
- ,-g„ 14, 0„ 1,-g„
NOTE: PREFORMED ELASTC RMED ELASTOMERIC JOINT SEALER NOTE:
PER NCDOT ROAD ICDOT ROAD AND BRIDGE SPECIFICATIONS. ~ J~ ALL REINFORCING 17 -6
GENERAL NOTES BARS ARE #6'S, 12"
MAX. SPACING
1. DESIGN LIVE LOADS 6 R F RM LASTO PEO EDE A TM NT EVATI O N T SEALER BU E EL T MERIC JOIN LAS 0 E
2 STATE D37
- RID 85 PSF OR H10-44 PER AASHTO # D37 UNCOMPRESSED STATE PRE ENGINEERED B GE NO SCALE
~ WHICHEVER IS GREATER NO SCALE
P IFI ATI N FOR HIGHWAY BRIDGES, 2. DESIGN WIND LOADS PER AASHTO STANDARD S EC C 0 S FACE OF BACK ~ CENTERLINE
SIXTEENTH EDITION (1996); 75 PSF ON EXPOSED AREA OF TRUSS. WALL BEARING &
HT GUIDE FACE OF 6" 1' FOOTING
3. DESIGN OF PRE ENGINEERED BRIDGE SHALL ALSO USE AAS 0 BACKWALL 6"
SPECIFICATIONS FOR DESIGN OF PEDESTRIAN BRIDGES (1997)
4. MATERIALS
3" WOOD 1 " @ 60 ° F
DECK ' CONCRETE CLASS B f c = 3000 PSI I 10' MIN.
N TE: , VARIES O 9 -fi
REINFORCING BARS ~ ~ FINISH TRAIL BRIDGE TO BE CLEAR BETWEEN HANDRAILS GROUND 6" POROUS
ASTM A 615 GRADE 60, DEFORMED fy = 60 KSI STRUCTURAL STEEL MANUFACTURED FROM BACKFILL
FLOOR ' ~ _ STEEL PLATES AND SHAPES STRUT COR-TEN STEEL AND/OR ,
ASTM A 709 GRADE 50W Fy = 50 KSI WEATHERING STEEL 4 -9 4 -9 3" CLR (TYP.) 3" *
STEEL PIPE ~ BRIDGE CLR. TYP, VARIES
ASTM A 847 Fy = 50 KSI BEARING & TRAIL 4" PERFORATED 1'-6" MIN.
TUBULAR SECTIONS TEFLON ~ PLATE A 47 F = 50 KSI PAD * ~ 1 2" NON-SHRINK ASTM A 606 OR 8 y ~ ;INK ~ DRAIN PIPE
- - GROUT (MIN. HAND RAIL TOP CHORD 1-1/2"x3-1/2"
. 5. ALL REINFORCEMENT SHALL BE DETAILED AND PLACED IN ACCORDANCE
WITH ACI 315-80 (REV. 1986) UNLESS NOTED OTHERWISE. ALL II {I BOTTOM CHORD SETTING m DEPRESSED KEY 12" & CONST. JOINT 10~"
DEVELOPMENT LENGTHS SHALL BE 15 INCHES. ALL LAP SPLICES ~ z ° MAX. 4" I VERTICAL & 3" ~ ~TYP. w ~).1 DIAGONAL
I H S. OF BRIDGE ~ PLATE SHALL BE 26 NC E * z ~ OPENING (4) HP10 X 42 (TYP.) 12 ~ ~ PILES 44" O.C. DRIVE 9
~L_ ~L_] ~ ~ w 3 TREATED TO REFUSAL SEE w (
6. UNLESS OTHERWISE SHOWN, REINFORCEMENT AT WALL CORNERS AND INTERSECTIONS SHALL BE DETAILED AS SHOWN ON FIGURE 11 OF ACI w ~ SAFETY WOOD DECK ° ° SPECS.)
315-80 (REV 1986). CORNER REINFORCEMENT SHALL BE DETAILED AS SHOWN FOR 3 4"~ ANCHOR ~ RAILS
OUTSIDE LOADED CORNERS. INTERSECTIONS SHALL BE DETAILED WITHOUT CL BEARING BOLTS W 3" ~ m
DIAGONAL REINFORCEMENT. * * * HOOK a
o I BOT, CHORD
T NT SHALL REST ON STEEL 5~" MIN. 7. FOUNDATIONS FOR ABU ME S 2'-0" 2'-0"
PILES DRIVEN TO INDICATED CAPACITY OR REFUSAL. VARIES FLOOR FLOOR STRUT NOTE:
8. WELDING ELECTRODES SHALL CONFORM TO REQUIREMENTS SHOWN IN TABLE * COORDINATE SIZE & LOCATION BEAM ALI_ REINFORCING BARS ARE NOTE:
4.1 OF AWS D1.1-94, AND FILLER METAL SHALL HAVE A MINIMUM YIELD WITH PRE-ENGINEERED BRIDGE » 1. **COORDINATE WITH BRIDGE #6'S, 12 MAX. SPACING MANUFACTURE PRIOR TO
E STRENGTH OF 60 KSI. MFR. a CONSTRUCTION.
9. ALL EDGES OF PERMANENTLY EXPOSED CONCRETE SURFACES SHALL BE 2. *SEE PLAN AND PROFILE
z CHAMFERED 3/4-INCH. DETAIL RING TYP L BEA ICA SHEETS FOR DIMENSIONS PRE®EN !N R PEDESTRIAN BRIDGE G EE ED SECTION 5 3
° IN ACCORDANCE WITH THE AMERICAN 4 ° 10. DESIGN THE PRE-ENGINEERED BRIDGE SYSTEM D37 D37
° D37 INSTITUTE FOR STEEL CONSTRUCTION (AISC), 1989, ALLOWABLE STRESS DESIGN. NO SCALE NO SCALE NO SCALE
11. DESIGN THE PRE-ENGINEERED BRIDGE SYSTEM FOR THE LIVE LOADS INDICATED
H SYSTEM DEAD LOADS AND WIND LOADS. 14'-0" IN ADDITION TOT E -~-or
I NED FOR THE FOLLOWING REACTIONS: ~ BRIDGE & TRAIL 12. THE ABUTMENT FOUNDATIONS HAS BEEN DES G
VERTICAL LOAD 54.6 KIPS REVISION DATE DESCRIPTION BY APP
OAD 12.0 KIPS ~ HORIZONTAL L ~ N BACKWALL LOCATION BRIDGE LOCATION BACKWALL DESIGNED CAPITAL AREA GREENWAY SYSTEM
m THE REACTIONS HAVE NOT BEEN REDUCED FOR DEAD PLUS WIND LOAD ELEVATION POINT N0. NORTHING FASTING GLA
3 ~ _ _ _ + _ _ _ _ - COMBINATIONS. REDESIGN THE FOUNDATIONS IF THE REACTIONS FOR ~ -
THE SYSTEM FURNISHED EXCEED THE INDICATED REACTIONS BY 10 PERCENT. ~ m KIWANIS A 203.00 496 752987.605 2109538.129 DRAWN N R C RALEIGH, NORTH CAROLINA
° CALCULATIONS SHALL BE SUBMITTED FOR REVIEW. DO NOT PLACE FOUNDATIONS o PARK ABUT. B 203.00 497 753057.884 2109613.427
W N APPROVAL OF THE PRE-ENGINEERED BRIDGE SYSTEM'S ~ PRIOR TO THE REVIEW A D N ABUT. A 200.50 499 752719.615 2110029.384 CHECKED JLM BIG BRANCH
m FOUNDATION LOADINGS. ~ CREEK ABUT. B 200.50 498 752694.245 2110085.955
° 13. ABUTMENT FOOTING SIZES AND LOCATION SHOWN ARE BASED UPON ASSUMPTIONS APPROVED XXX
a OF THE PRE-ENGINEERED BRIDGE SYSTEM'S COMPONENTS, CONFIGURATIONS AND LOADS. 1'-6" 3'-8" 3'-8" 3'-8" 1'-6" UNNAMED ABUT. A 200.00 490 751202.220 2113403.799 1 -6
z H COORDINATE ALL FINAL DETAILS AND DIMENSIONS TO ENSURE THAT THE FOUNDATION ° CREEK ABUT. B 199.00 489 751188.165 2113454.889 SUBMITTED XXX
IS COMPATIBLE WITH THE PRE-ENGINEERED BRIDGE SYSTEM USED. N
INDICATED DIRECTION OF 1:12 GATT D DIRECTION HAYES SEAY MATTERN &MATTERN INC. SCALE COMM. BATTER. ' ' ' N0. 7522
F OTING PLAN 0 W 7 ARCHITECTS -ENGINEERS -PLANNERS AS NOTED FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
J H D37 NO SCALE RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET D37

zoo - PARKING: AREA ~ PAR NG /
AREA ~ A ~ i
r ~ a ~ EE S ET NC • ~ ~ ~ / ~ SEE S ET NO S. L L14 \ - ~
~ \ \ X X FOR ENLARGE \ i ~OR ENLARGEMENT 0 HIS \ ~ / ~ , ~ ,
NOTE LOCATIO FOF x THERE IS ROCK 0 RRING \ o OCATIO FOR MOR ~ TAIL / / ~ / ~
t 99.0 ~ i J x ALONG THIS TION OF TRAIL - " ~ ' X X ~ ~ /
200, ~ BETWEEN A. 72+00 A \ PARKING AREA - - ~ \
~ r 80+ APP ~I#A 400 TO ~ i \ / ~ ~ r 0 a
FEEX OF TRA AY REQUIRE IN TALL SPECIE ' zoos \ X SECTION BETWEI STALL SPECIA RAIL DESIGN THIS ~ 204.3, ~ CTION BETWEEN STA. 71+75 AND ~ ~ ~ ~ / /
STA. 3+20 SEE ' ~ ~ A. 3+20 SEE TAIL \ _ - i
~ PARKING
D38 D36 ~ ~ ~ ~ \
AREA a as zoos ~ ~
~ / '
~ NOTE: 1 T l / ~ ~ -
,zoa.s 8 SEED A L DISTURBED :STURBED C I / / ' ~ ,~~ZU ~ ~ i ~~C
~ ~ ox 8 AREAS ITH P X ~ 49 S ECIFI SPECIFI ~ / ~ ~ ~ -N-
~ GROUNDC~VER MIXTU E ~ NOTE: :R MIXTU E T • / j ~
C RTAIN SEGMENTS OF TRA MAY -SEE DET E IL DRAINAGE ADJUSTMENTS AL TAIL ~ ,~i ~
~ REQUIRE SEGMENTAL RETAINING ~ SHAL BE REQUIRED ATV POiJ~T ' ~ ~ ~ ~i ~ / xFOR S M WATER RUN A NG~ ~ ii
x ,9g, WALLS ALONG UPHILL SIDE FOR SOIL i' ~ AREA SEE DETAI SI~ETS 13 ; ~ ~ ~ ~
' xSTABILIZATION. APPROXIMATELY x 400 L.F. OF 12' TO 15' H H WA \ 87~ / ~ ~ ~ ~ ~ ~ KEY MAP L14 o3s ~ \ .
x 20 IG LL ; y- MAY 9E REQUIRED. REQUIREMENTS ~ 8~'s \~aoz :i A \ ~ / NO SCALE \ X ~ '~2ik2~.y,:
~ p ~ MAY VARY AND MUST BE FIELD ,es.? i/ ~ ~ AR t~ ~ ~ ~ / ~ ~
p VERIFIED BY SOILS ENGINEER. i i ~ i / / \
o AREA X X ~ ~ ~ O ~ y / i ~ ~ %
\ ! P ~ ~ ARKING AREA . PARKING AREA I ~ ~ / ~ ~ / i
i ~ EE SHEET N0. L1 FOR - \ j ~ _ ~ / FOR / /i
INSTALL 4' ; E ARGEMENT OF HIS \ H, E / i ~ Hts ~ i ~ ~ OR ® EXIST SS MANHOLE ~ /
ALONG; TR~1l E.P. LOC TION FORM R R ~ / ~
THIS $ECTIt EEN DETAIL / ~ ~ \ TRAIL EDGE
STA. 7i2+35 - \ ~ TA. / .203.' ~ ~ / ~
~ x i9~e 83+20~ ~E~ ~ L / 209-, \ R RIM ` s EUAN"r ON `DE A \JT OR ~ / / TRAIL CENTERLINE ~ / ON / ~Tr / /
` 03 m`: +59.58 = l 59.58 = ~ / ~ ~ ~ TRAIL SHOULDER
` 1982 C RR~CT~~RS 3+1 .23 \ 1 .23 ~ .~e .s ~ 14 /
i ~ Pc = ~ _ ~0 I ST . A i +69. - ~ 60.&~ sr . ; TRAIL ASPHA T / i L
~ / 80 .58 ~ ~ ~ / / ,A
~ ~es.~ ~k x CROSSWALK / ~
p / / P, J / ~
~ ~ 3.~ ~ , = 10 ~ ~ TRASH RECEPT E ~ / ~ D26 / / , -TRAIL PIPING
~ SUPPLIED BY T , ~ s - ~ / r 5 ~ / ~ BOARDWALK
INSTALLED BY CO ACTO !;!I / O ~ / ~ ~ ~ / ~ ~ ~
~ ~ PARKING -SEE DETA 1992 \ 2 ~~r%~ / / i XITTP / / / / gee E S 0 0
~ ~ ~ AREA D28 j INSTALL / ~ ~ ' 1 ' ~ ~ BOAR K ESI W ~ a / i / _ i cN w / / ~
\ ~ ~ / FO~ACCESS \ ~ PROPOS D T P~ / ~ / ~ E 00 ,ESS / ti /
' ,yz2 ~ ~ 2oo.a \ RAMP EE D TAIL ,AIL / l /
~ / ~ / \ r \ i9e.3 / 4 1 2 / / \ Xz59 ~ SPOT ELEV.
~ ~ 8~x D27 D D32 D3 D32 / ~ D32 ~ V\ / 3 v / 12+0o STATIONING
~ ~ ~ PARK J~ ~~5 `V 56 A Zo,
r / ~ i i x 194,4 \ Pc = ~3+os.1s POINT OF CURVATURE
~ / ~ ~ ~ ~ ~ / ? ,f d ~ \
~ ~ .,J A ' \ . 9 SIGN S F'LIEf) C , PT = 12+54.15 / ~ / POINT OF TANGENT
\ CONST CT APPROX. ~ ITJS ~ , a L~9' B:Y 9 ~ , ~ ~
100 OF SEGMENTAL + 4 ~ T CT E LL - APPROX. 4 HT. ~ D IL / ~ ~ -~F-NSF- SILT FENCE '/1 j
ALON zoc ~ \ ~ G EDGE OF TRAIL ~ zooa.; P~A , ~
\ \ IN THIS LOCATION - , ~ =zoz.a
~ ~ - ~ \ ~ \ ~ DETAI ~ / 8 EXIST TREES ~ / ,
r 2 , ; ; ~ j ~ ~s~ ,T REMOVED ~l
A / , (INSIDE RIGHT- / .
OF-WAY) / ~ •
\ ~ ~ ~ / IL TO PA w ~ / 1 SS UNDER / / ~
I ~ / EXIST. BRIDGE BETWEEN ~ ~ \ A / j i
~ J \ ~ \ ~ WALLS. 8 HIGH CLEAR C
\ ~ . PARS ING AKEA i ~ ~ ~ / ~ ~ i ~ ~ ~ ALREADY EXISTING. ~ , v ~ ~ 2 50 0 i ~ ~ ~ , ~ ' / \ I
/ I I ~ / ~ ~ zos3 ~ i ~ xzo3a \ ~ t a9.9
I I I ~ F'C ~ A ~ ~ o~~ ~ x,9.6 i ~ PARKING ~ ~ ~ ~ I ~
_ `yt'l'
t ~ E ~ `o \ ~ I~ o ~ ~ v ~ , o' _ ~I~ ~ I ~ ~
~ , ~ y~, 1
- a ~2~4~ ~ ~ i i v ~ j I j ~ ' ~ ~ y~/
~ ~ ~1 ~ 4 ~ I INSTALL TRAIL ESIG ~~/~i~ I ,2o3.T ~ ~ 1 ~ SUB-SURFAC DRAINA x
/ / i x204,2 EX ND IST. 36 RCP I ~ 'i' UNDER BRI GE BETWEEN Zoo.S ~ v
IS CATIO , ~ , 83+10 A STA 84+40 W ~ o ' ~ ~
~ CONS UCT ADWALL 'AND 1 i MIN. OF 5 DRAINS - 25' I ~ zoi.a
ARMOR K W~ CUSS 1 ~ ~ . ~ ~ ~ 0. S E DETAIL 2500 RIP-RAP OTHi ~ ~ 3 ~
I` i \ P~1hKIN~ ~ DIRECTION OR BOLE ~ ~ o2s
~~REA \120LF ~OT SEE I "-HDP€-P CE V
DET7~Il. ~2s ~ ~ i ~ ~ ~ I ' i E ST. SWALE LOCATION~~ / PARKING AREA \ ,i\
- ~ 20J 8 ~ I ~ ~ /WITH CLASS 1 RIP-RAC ~ i ~ ~ ~ x , 99.9 / ~ ~ 2 40 ~
~ ~ , ~ OUTLET ~ ~ ~ _
n ~ 36 ~ ~ - 4+68 \ / A ~ ~ x z.o \ ~ \ -~80 ~
~ v o ~ i
I o \ ~ ~ ~ 203.0 ~ \ Q CONSTRUCTION ~ ss.~ x
~ ~ ~ ~~k \ \ ENTRANCE SEE DETAIL ~
° ~ .C ~ ~ \ \ a ~
- ~ ~ 193.3 ~ 195.9 ~ D29 ~ , i 99 ~ / ~ ~ 195.9 V ` ~ ~ \
~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED c~a CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRU 3E CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. GRADES. DRAWN NC NORTH RALEIGH.
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED ~Lp,
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=5a' HAYES SEAY MATTERN & MATTERN INC SCALE cO~.~M.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ' ' ' 1'=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L7

0 203.8 ~ ~Q~ ~ ~ ~ ___.-3~ 24~~~ x ,99.9
~ ~ ~ NOTE: ,9s.s
\ ~ ~ _ - ~ ~ 4.6 x 197,0 3 MAY NEED TO AC
i ~ ~ i ~ ~ / PC ~ / I I t i / \ O / ADDITIONAL RIGHT-OF-WA
\ I \ 203.0 I ~ ` / \ Q TO F NTH AP ~ ILL I E G S _
~ 15" PE PLACE IN EXI BETWEEN GREENWAY 1997 " ~ i ~ LOCATIONS. ~
1 ' ~ CONS ~ ~ ~ SW LE LOCATION. ~ / ~ \ \ LOCA CONSTRUCTION ENTRANCE LOCATION ~ ~ ~
193.3 1 59 \ .,99, 516 ~ '3 j
~ ~ x ~ 9 ~ r ~ ~ A ~ ~ ~ ~ i
, o ~ \ ~ - ~ x ~ 197 /
~ ~ ~ ~ ~ s ~ / INSTALL STAN J ~ ~ ~ ~ ~ ~ , INSTALL STAN~RD TRAIL - i ~ ~
A k i ~ ~ _ ~ _ _ DESIGN IN AL )ESIGN IN ALL LOC~,T NS ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
~ / ~ ~ ~ - ~ UNLESS OTHEf - - ~ ~ JNL T ~ ~ / / V~ ~ ~ ESS 0 HERWISE NOTED . - -
/ 1 ~ ~ ~ i 2oz.a ~ o \ -SEE DETAIL ~ ~ x ~ ~ SEE DETAIL ~ i / ~
b / D28 ~ ~ ~ i ~
PARKING ` 0 ~ ~ 9 ~ ~ -
~ ~ ~ 0 AREA ~ A ii ~ /i / ~ ~ ~ ~ V ~ 194.9 ~ ~ ~ ~ ~ ~ i ~ ~ P ~ -N-
CLEAR R OV~D BRIS ~ ~ ~ ~ 1~ ~
OM XI HANNEL ~ ~ j X F IVE D AINAGE \ 1
% ~'R ~ ~ . XS ~ ~ ~ / , ~ iE~
~ , ~ ~ ~ ~ARkING ,A ~ ~ i i \ ~ .
~ / / ~ G ~ ~ ~ KEY MAP ~ ~ ~ -
, \ / ~ / ~ ~ ~ ii i~ ~ ~ NO SCALE = , 68 ~
O 40 r i
~ ~ ~ i ~ 1 1 ~ ~ ` ~ ~ , i i
b , ~ \
I ~ ~ ~ A ~ - i ~ ~ \ ~ Y ~ OOpWA
2oo.s ~ f 0 x x / ~ Ft. /
i pq ~ ~ ~ ~ ~-v ~ ~ ~ ~ EXIST. R R TRESTLE ~ ~ 9 \ ,9 ~ ~ OR ® EXIST SS MANHOLE
I~ ~ 7 ~ 9 / / = 6 , 193.8
_ ~ x 193.3 P .KING P RKING ~ x ,93.3/ ~ x ~ ~ TRAIL EDGE ~ BEFORE CROSSING R/R ~ .,9o.e ~ i
~ PAR N~~ ~ ~ - ` AREA AREA ; ' P 948 RIGHT-OF-WAY, FIRST ~ -
\ ~ i / TRAIL CENTERLINE NOTIFY NORFOLK SOUTHERN
~ A \ s ~ ~ % - zoos ' ~ ~ ~ - ~ ~ ~ ~ ~ ~ / ~ RAILROAD AND OBTAIN ' \ TRAIL SHOULDER
i ~ ~ „ 206.9 ~ ~ ~ / ~ ~ i , ~ i PERMISSION TO BEGIN I f~J ~fEX ~ C ~1 CONSTRUCTION.
\ , ~ ~ ~ / ~ ~ i ~ TRAIL ASPHALT 1~~4.a~
f - ~ i /
/ ~ PARKING ~ ~ A ~ / / ~ \ ' ~ ADJUST TRAIL LOCATION CROSSWALK
AREA , / FOR MH LOCATIONS
~ //i ~ TRAIL PIPING
/ ~ i \ \ ii \ r ~ - ~ ) ~ r BOARDWALK
111 ~ 194.6 / ~ / ///j / \ \ ~ s2 z
~ ~ ~ ONSTRUCT ROOF 0 R ~ _ gee _ EXIST TOPO
~ ~ ~ ~ TRAIL UNDER R R ESSEL ~ ~ ~ / / ~ ~ \ INSTALL TRAIL DESIGN'W/ , EXTRA STONE BA THIS
~ ~ 50' EITHER SIDE OF \ i ~ PROPOSED TOPO \ SECTION BETW N STA
/ ~ - RAILROAD CROSSI - r ~ SEA DETAIL A 90+15 AND TA 95+72.9 Xz59.~ SPOT ELEV,
/ i 8 SEE DETA~ 2
' / D32 ` ~ i / Des ~2+0o STATIONING
i ~ NOTE: / / I 5 1k
~ SEA ALL DISTURBED AREAS W/ PC = 13+06.19 POINT OF CURVATURE
~ 1 S ECIFIED GROUNOCO VER IXTURE - S TAIL
i ~ ~ ~ Pr = i2+5a.i5 F TAN NT \ POINT 0 GE
D29 * 193.1
x 194.8 i~ ~ ~ ~ ~ SF-SF- SILT FENCE ~ ,
i ~ x,s.z
~ /
~ ~~li. 2
~ ~ ~ i ~ ,
~ ~ ~ ~ i / ~ ~
% ~ ~ .93.6 ~ ' ~ BENCH LO TI9N 6 ATI9N ~
~ ~ EXISTING CHANNEL LOCATION
/ i ~ / 1 EXIST. GREENWAY - SELF DETA / / ~ D28 t ~
/ i
C . ~ .G~
~
\ , ' ~ 1I
19
Q' ~ x9 ~ 9
x 19; P~ x,9s.z _ (2) BOLLARDS ~
0 ~ \ 4 4' O.C. TYP. ~ : (
-SEE DETAIL s aoK, D27
\ ,
1 \ ,
~
~ \ 1 EXIST. GREENWAY
\ ~
~ ~ \ / ~ \ \ ~ ,1
\ \ , I
~ I \
,
\ -
~ 9~18/~ AS PER D COMMENTS a~ cwa WQ
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. TED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DES f WHEN DESIGNATED (SEE SPECS.). DESIGNED CAPITAL AREA GREENWAY SYSTEM GLA
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE t . WILL BE CONSTRUCTED TO EXISTING DRAWN NC Ra.~cH, Nom cazouNA
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. /
CHECKED Gip,
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED J~
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=5a' HAYES SEAY MATTERN &MATTERN INC scALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1"=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE 1999 SHEET L8

~ ~ r \ o \ 2500 i
~ ~ R o.73A 1 I , . \ PARKING , ; ~ \ / ~ / ~
~ o AREA KING ~ ~ ~ ~ !PARKING ~ _ A ~ ~ / 2139 a ~ / e O / r
~ AR _ \ ~ ~ ~ AREA i \ v ~ vPARK\ ~R K\
2500 ~ AA~E 3147 ~
V ~ !1~ x 203.2 ~
~ x 203.8 x 204.6 x 203. \ 15' E PLACE I ~.10A \ ~ PARKING -
~ ~ ~ ~ ~ - E ~ PARKING ~ ~ ~ O d
_ ~ ~ OCATION \ \ ~ ~ \ 2 AREA ~ AREA ~ ~ \ ~ ~ ,1
1~ . ~ \ v ~ ~ ~ 67 / / mo ~ >
_ ~ PAR!;IN ~ ti ~ i o ~ \ C X05 0 ~ - o , ~ \ ~
~ ~ \ AREh X77) ~ ~ ~ ~ /X ~ ° ~ \ S
I \ ~ o
(~3~ ~o ~ 2.74A ~ .r-- ~ ~ ~ ~ 1 ;
1 ~ U
\ \ x zoo.a \ J \ ~ ~ ~l ~ N
~ ~ SEE SHEET N0. 25fl ~ ~ o \ \ ~ ~ • 207.9 x
\ ~ - ~ DSO ~ ~ C21 FOR PLAN & ~ _ ~ ~ ,~J \ ~ EXIST. GREENWAY \ 7084 \ ~ ~ A LE OF THIS \ ~ ~
~ ~ ~ \ % \ LO FOR PARKING ~
~ ~ CLE & R~Mbi~E V~. ~ \ MORE D AREA ~
\ V ~ ~ ~ FROM ISTING`617~1 ~ . 20~ v ~ ;~l ~ PARKING ~ KEY MAP
FOR POS VE DRAI'N~4~ ASV A ~ ~ \ ~ INSTALL STANDARD AREA STANOARO IL x zoa.e - NO SCALE x 2ozg
~ ~ ~ - DESIGN IN ALL LOCH IN ALL LOCATI S
~ \ ~ ~ ~ A \ ~ ~ NLESS OTHERWISE P OTHERWISE NOTED NOTE: THE CI OF RALEIG
= 1 G \ \ ~ \ x \ S ETAIL ~ \ AIL ~ ~ MAY NEED TO CQUIRE ADDITIONAL EA EMENTS T
~ Des FILL IN THE G S BETWEE
~ J ~ \ ~ ~ GREENWAY LOCA ONS.
/ ~ ~ \ ~ p ~ \ \ ~ /
\ i i / PARKI\_ ~ / rr ~ ~ ~ I ~ OR ® EXIST SS MANHOLE \
~ \ ti AREA ~ h ~ (3g ~ S \ SEED ALL DISTURBED ~o I ~ ~ ARKING 8 ~ I AREAS WIT SPECIFIE~ \ TRA L EDGE
~d ~ \ \ ~ ~ \ ~ 'LI ~ \ ~ ~ AREA GROUNDCOVER~IuIIXTURE \
PARKING ~I ~0 \ ~ -SEE DETAIL 2. ~ ~a ~ ' - TRAIL CENTERLINE ~ ti
~ ~ ~ ~ ~ / ~ ~ R EA ~ ~ x y ~ \ ~ \ ~ s o pZg EXIST. GREENWAY
\ 20 9 / ~ TRAIL SHOULDER 25fl0 ~ ~ /
47A 1 ~ ~y; ~ ) 3g ,
~i2o~ 3 ~ AT ~ INT L C C ~ ~ . CATC oa6~ ` 2029 ~ ~ ~ T I PHA T 6 RA L AS L 0 ~
~ ~ \ B SIN WITH 18 P~ 259- ~ ~ IPE IELD D -H 18 P ELD AD~u F / ; CROSSWALK
1815 \ V ~ ~ ~ 1.17 2o3.s LOCATI N TO MATCH L( TO MATCH LOW \ Q /
6 / rn 47A 0 ~ ~C~ x FIELD ADJUST TR IL~OR V~ y~ A A POINT I PARKING ARE i ~ NSTALL PRO . 4 HT. FENCE 0~, PARKING AREA T F ~ TRAIL PIPING
x zos.~ i EXIST. M.H. LOC ION .NOT ~ V ~ ~ 2500 -SEE ETAIL FAIL TRAIL C 0 ~ _ 4 LO BRANCH EE D SUPPLIED BY CI
\ A ~ 4 _ ALL CURRENT M.. \ ~2a ~ 2500 \ ~A V ~ D28 0 5 ~ ~ BOARDWALK \ ED BY CONTRACTOp
\ i LOCATIONS AR SHOWN qR ~ ~ \ , A~ / 41 ARE ACCURA .FIELD \ ~ 80 D32 ` DETA 3 - ~
~ , PARKING ~ _ yea _ EXIST TOPO ~ \ 2
O EA ~ ~ ~ - Vim. A ~ (0.31 A) ~ A \ . 2os I AREA v 2°0 PROPOSED TOPO
PARK fv~ ~ ~ ~ ONSTRUCTION ENTRA CE
~ V~~~ y ~ 7 HDPE PLACE IN SE TAIL ~ 15 $ 2009 Xzs9 ~ SPOT ELEV, SWALE p g ~
A I l zoos ~ \ ~ V 60 \V~ ~ ~ x ~ 13 3746 ~ ~ ~ \ LOCATI ~
9 ~ \ ~ \ N ~2+0o STATIONING
~ \ r• - \
\ \ ~ ARtA V ~sV x ~ L PC = 13+06.19 POINT OF CURVATURE ~ D ~
PARKING ~ n ~ ~ \ ~ ~ A A\~ ~ PARKI ~ ~ PT = 12+54.15 POINT OF TANGENT
.~a- ~ ~ AREA , ~ ) ~A ~ D4 0 ~ ~ V ~ ~ I \ ~ ~ ~ 1 R EA ~ ~
x ~ 203.7 \ \ \ ~ \ g4 ~ ~ ~ - F-~SF- SILT FENCE o S
1 \ =A ~ \ ~ \ _ \
0 , ~ ~ 881 c 4._~ ? ~ \ ~ o`" \
6 ~ ~ 9 4 \ ~ \
~ ) ~ _ A ~ BENCH L ATION 2~'?'~.
2 ~ ~ ~ \ CUT & C~ EAR PROP. N ~ \ ~ ~ \ ~ A ~
~b \ \ I ~j \ DITCH F R POSITIVE C ~C MOVE DEBRI - E DE I 2s
~ 0654 ; / ~ 0 DRAINA E FOR PARK G ~ ~R 0 J/~ i / ~ M / / ! ' \ ~ O ~R CHANNELS x
~ ~ ) 3 AREA ~ FOR P 1 ~ \ ~ v y ~ / ~ ~ ~ \ FOR P GE ti`"~ x ~ D \ ~V ~ ~ ~
/ ~ r' ~ \ EXIST. GRE WAY i t ~ PARKING ~
o ; ~ ,gREH ~ ~ ~ w `'.23A ~ ~ ~
~ J ~ i ~ ~ * 205.0 \ ~ ~ A 198.. ~ ~ o ~j \ 198.5x \ ~ ~ \
~/r I~ 7" ~ ~V ~ A ~ 197.V ~ ~ n
PARKING ~ ~ ~ ~ ~ / ~ ~ \ ~ x - \ 11 2500 ~ \ ~ ~ ~ ~ 1 ~ x 19&9 ~J u-~
~A,R~;'~y X577 ~ 0 ~ v v ~ ~~5, ARy ~ ~ G v - ~ ~ ~ \ \ \ ~ \ \ \ ~ w 2597 ~
HR~A ~ ~ ~ \ \ ~ ~ ~ v ~ CIT S ~ T T1~ 2. C ~a~a \ \ v C I 0-~ ~ ~ ~ ~ \ \ ~ + ~ ~ \ ~ o
\ \ ~ \ \
1 ~ v ~ A A \ A3 ~ \ ~ ~ ,
~ ~ ~ 4 o v 0 ~ _ vv\ \ ~ ~ ~ 3 ~ \ ~8
~ v v ~ 0.43A ~9 ~ \ A) \ \ ~ ~ ~ -
( ) 8 N ~ ~ J \ \ ~ \ 18
~ ~ ~ ~~I v ~ 2500 ~ , \ \ \ ~ 4 \ ~ ~ \ ~ LOCA
~3~ ~ \ x2oza A ~
0448 I i1 2a6 ~ ~ 5 ~ \ ~ G V~ ~ 501 G ~ ~
~ ~ x 200.2 i v ~ X20
~ ~ I 25 0, PARKING ~ ~ ~ _ ~ ~ ~ i v ~ ~v y - ;~g,
PARKING _ ~ \ 2455 AREA / ~ 197.6 AREA i / ~ 199.3 x 197. ~ ~ v \ 200.v~ ~ v ~ D4 ~ \ \ \
~ ~ ~ SEES N0. \ ~ \ ~ ~ ~ \ _
147 ~ ~ ~ ; ~ , ~ C22 FOR PLA ~ \ \ ~ \
. 77 ~ ~ ~ ~ ~ ~ \ \ FILE OF THIS \ \ 1996 v ~ ~ v \ ~ LSE FOR ~ \
~ :n \ ~ ~ \ _ ~ AMORE DE ~
1 v 198.4 V ~ ~ V A ~
~ \ .69A alb 25fl0 ~ I s ~ 20~.~O ~X ~ ~ \ ~ \ \ co ~
~ x co (0.44A1 ~ ~ A ~ ~ , ~ ~ ~ - ~ _
~ s/~e/~ AS PER DW COMMENTS GSL GWA Q
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED ESIGNATED (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCT CONSTRUCTED TO EXISTING DRAWN RNC RALEIGH. NORTH CAROLINA
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. /
CHECKED GLq
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED JLM
AND FEATURES SHOULD BE FIELD VERIFIED, 50' 25' 0 50' 100'
1 "=5a' HAYES SEAY MATTERN & MATTERN INC SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 1 f ' ~-CJO~ N0. 7.522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST~1999 SHEET L3

~
AREA\ ~ ~ / i PARKING o ~ / T VER ~ ~ AREA y 7 ~ . e
~ zOSS ~ ~ / A L R ~R TRESSEL
~ ,l ~ 4 EIT E OF RAIL \ \ ~ . a
.23A ~ ~ / u ~ A / T D32 x 2oz.2
8 \ ~ I i
us 0 ~ ~ o ~ <J ~ / ODD 2500 ~ ~ ~ ~ 0 w P~ - ~~D P4!~KING F~ ~ ~ o
~ ~ / F~ N X18 HDPE PLACE IN yy BEFORE CROSSING RJR ~ 18" IN EX~`ST. AiZEA
97 ~~X~ST. ALE ~ ~ & RIGHT-OF-WAY, AL L
LOC ~ ~ ~ ~ ~ ~ i ; ~ FIRST NOTIFY CSX s ~ i l RAILROAD AND N
~ ; / ~DEXED ~l / \ PERMI 0 BEGIN ~ / \ ~ j e
ion: / ~ STRUCTION. ~ ~ ~
/ ~ ~ v , , f ~ O
~ ~ ~ i .74A 6 A o ~ ~ ~
1~714 w ~ ~ ~ ER ~ - ~ ER AND REPLACE EXIST. NOTE: HE CPl'~ ®F RALEIG
~ - ~ , z / 2500 U MAY NEED TO ACQUIRE G /CMP IS LION
~ N V~ ~ ~ />?MP 4l 1 0498 UNDER UNDER TRAIL. HEET N0. pd ADDIT ONAL EASEMENTS TO _N_ y
~q2 ~N x za4.a 12 FOR INSTALL STANDARD TRAIL 12 FOR MORE DETAIL FILL I THE GAPS BETWEE
DESIGN IN ALL LOCATIONS ~ GREE AY LOCATIONS.
CONSTRUCTION g~ ~ ~ ~'HNLESS OTHERWISE NOTED - INSTRUCTION E E E DETAIL s
~ ~ SEE SEE DETAIL a ~ D2 D29 ~ BENCH LOCATIO - ~ KEY MAP
~ ~ D26 SEE DETAIL , NO SCALE
' ~ y I ~ ~ SEE SHEET N0. L12 F( :T N0. L12 FOR X28
\ 2544 1 HDPE PLACE IN E ~ ENLARGEMENT OF THI. e SALE LOCATIO t~S uIENT OF THIS ® ~ ~
4 31 LOCATION FOR MORE J FOR MORE ~ CONSTRUCTI ENTRANCE 9
DETAIL ' LEAR ND EMO ~ SEE DETAIL
DEBRIS FROM EXIST. . zozz ~ ~ CHANN LS FfOR P SITIVE ~ ~ zoz2 g 199. II D29 ~
~ x ,~7~ a i DRAINAGE. ~ 0 15 HDPE PLACE PLACE
~ ~ 62 IN EXIST. SWALE ~ i ~ ~ OR ® EXIST SS MANHOLE SWALE + I 12 HDPE LACE IN EXIST. ~ ~
~ i u ~ I IND XED O 1715.17 ~ ~ ~ \ LOCATION ~ SWALE LO ATION /
\ o ~ ~ N0~ ~ 4s w u~ TRAIL EDGE o ~
\ SEED ALL DISTUR D ~ ~ ~ AR A F ~ o TRAIL CENTERLINE
E S WITH SPECI D ;o
\ ~ -SEE DE J ~ / 1;~, TRAIL SHOULDER 1,7, ~ ,r
\ ~ \ w ~ , ~ ~
D29 ~ ~ ~ % \ 9 _ _ ' ~ ~ ~ , 7~ o ~ TRAIL ASPHALT 3.15A
~ ~ ~ ~k , .23 01.4 ,4 x v ~ CROSSWALK
~ > ~
IST. GR ~ ~ ~ ` ~ 9 196%2 ~ T I PIPIN ~ RAL G
3 3) -~_~o- . ~ s 5296 ~
V ~ ~ ~V~\ ~ I 205.37 W K ARD AL 80
~ % FROM EXI C NEL~-_~'-- x 8 5o x 97.,1 _ ~
9 ~ N~_ x, 4., ' POSITIVE DRAI ~ _ gee _ EXIST TOPO
j' ~ EXIST. GR NWAY N 4 ~ ~ ~ SEE SHEET 0 D x17 D 4 f ~ -p ~ 198.4 PROPOSED TOPO
~ ~ ~ os / ~ 3 SPECIAL TRAIL D I S INDE.,ED, ON ~ 6g D I S ~ r` ~
0.79A ~ ~ ~ ; ~ UNDER BRIDGE l~ I u ~ ,99.s a° w ~ ~ ; x259.7 SPOT ELEV,
1715. ? ~ - ~ ! I ~ i ~ i ~ ~ ~ ~ ~ ~ ~
2500 ~ / , ~ S + s.7o f + ~ ~ 1 , x 12+0o STATIONING ? +
~ ~ ~ , ~ ~ 3157 ~ \ / ~ ~ rya ~ ~ ra+xs o.so yy__
o ,p _ Pc = ~3+os.~s POINT OF CURVATURE
~ / _ T \ ~ LL ROCK CK-~J~~' - a ~M ' ~ PT = 12+54.15 POINT OF TANGENT
~ _ / mss-, a ~ x 291 ~ ~
~ _ ~ 0 2s ~ ~ ~5F-~5F- SILT FENCE
~ ~
~ / % P, A ~ ~I
- V ~ ~ ~ ~ ~ ~ ~ i
~ ~ ~ ~ x 199.8
~ ~ w --v \ o ~ ~ v Cry ~ NWAY ~ EXIST. GREE
/ ~ 2500 o)
~7 'y~ ~ soo o SEE SHEET NO. C2
~ ~ / PLAN & PROFILE OF THIS
~ '0 15 17 ~ ' i ~ OCATION FOR MORE
l j 1 ~ 1. J ~ ~ ~ ~ ~ ~ ~ 2500 ~ ~ 7 ~ D
~ / ~ ~ ~ n
~ ~ i' ~ ~ / ! 9023 ~ ~ 204.3 ~ ~ ~ 2062 \ ; \ ~ /
~ ~ / ~ ~ ~ r A y-- \ i ~ i l I r ~
~ ~ rA ~ ~ 0 ~ / i ~ ~ 103. ~ ~ ,
\ _ x i ~ ~ / ,
~ ~ / h / ~ ' ~ 204.2 / , ,
A ~ PARKING ~ ~ PARK G \ /
~ v ~ ~ AREA f=v ~ ~ / ~ 203.5 ~ 2529 ~ ~ ~ ~ ~ PARKING ,!V~~' ~ V x201.6 ~ ~ A A / /
i ! I , / ~ 2500 I
I >gREA / ;
/ ~s i 49 / ~ 2974 ~ ~
~ ~ i
~ ~ ~ ~ ' ~ 7A ~ ~ ~ / ~ \ / x 202.9 ~ ~ ~ 1. 7A ~ ~~I
j,'i ~ ~ i ~ x2o 500
~ 2500 ~ i 22e.~ i ~ ~ ~ ~ 88~
i ~ ~ / r ~ 23~ PARKING 4 86
_ 's9 i B AREA i~
/ v x 0 1 X368 PARKING ;n x R ~ ~ -I
/ 202.9 AREA 3~ % x2081
~ ~ ~ s PARKIN
1 ~ AREA ~ ~ 252 z~ \ ~ ~ PAI~I~II~G \ ~ ` ~ PAR ING
A~-- , AEA
4812 ~ I, \
~ 9/18/ AS PER DWQ COMMENTS cs~ GwA
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED (SEE SI TED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. ESI N CAPITAL AREA GREENWAY SYSTEM D G ED GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUCTED TO ERUCTED TO EXISTING
4. TOPOGRAPHIC & GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. DRAWN NC RALQGIi, NORTH CAROLINA
/
CHECKED GLA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED 50' 25' 0 50' 100'
AND FEATURES SHOULD BE FIELD VERIFIED. 1 "=50' HAYES SEAY MATTERN & MATTERN,INC SCALE COMM.
1 1 , N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L4

x2 1.0 ~ , ~ ~ ~ / ~ 6 ~ /
~ O~W WETLANDS x i93.a / i LO 33.a 15 OPE CE N ~ / • ~ INSTALL STANDARD AIL / , .
199.2 SEXIST. WALE ~ DESIGN IN ALL LOC TIONS ~ '
~ INSTALL BOARDWALK BOARI LK BOARDWALK/ASPHALT LOCl4TI0N. / UNLESS OTHERWIS NOTED. "
,i DESIGN W~ RAILING TRAIL / 201.9 ~ THIS SECTION BETWEEN SEE C TRAIL TRANSITION - SEE DETAIL O ~ 30 N15PE~LACE IN ~ ~ d WEEN SEE TAIL i ~ ~ ~
(1350 TA +4 AND TA S 56 0 S 7 EXIST. WALE Des ~ a TA D27 ~ LOC ION. ~
58+50 SEE DETAIL / / i AIL ~
~ ~'OR THIS SECTION OF z 4 5 ~ 7
j ~ BOARDWALK USE EI~fHER D27 D27 Dv o2~ D27
o~ PILES OR ALT: F- OR ~ " 194.4
~ ~ ALT: F-2 i
Y ~ ~ ~ 1 /
X00 ~ ~ F / ~
s ' ~ 2oi.~ ~ ~ ~ ~ ~ ~50r BOARDWALK~ASPHALT ~ ~3~f'~ ~ _ \
~ ~ ~ TRAIL TRANSITION - ~ s ~ ~ ~°K'~~`'
' / / ~ SEE DETAIL ~ / 9F~a~ ~ _ _ - , 1 SEE DETAIL \ - ~ i ~ ~ ~ N_
~ ~ ~ D27 ' ` . V'~ ~ 1 D26 ~ ~ ~
~ / _ A ~ _ ~ TRUCK TURN AROUND x ~ 1 _ j\/~/~/~ ~ ~ ~ I ~
- ~EE DETAIL ~ ° ~ ~
5 i ~ ~ o 026 ~ z ~ i x 195.7 / / ~ . 98
~ ~ - _ ~ _ - KEY MAP
- - i / / ~ __~i ~ / ~ / " ~ ~ ~ NO SCALE
~ ~%2oa.~ % _ i ~ / ~ s~j / / i , ~ - - i~e~ i~
199.8 ~ r- ~p ~ ~ 60 . / i.--
- ~j ~ ~ /
/ / / \ ~ / r ~ .
/i , ~ ~ INSTALL TRAIL DESIGN W _ ~ - / ~ .194.3 ~ / / CLEAR AND REMOVE ~ ~
/ / EXTRA STONE BASE THIS ' ~ / / _ _ . - STANDARD ~ x 1949 OR EXIST SS MANHOLE / DEBRIS FROM EXIST. x 195J / ~ i
SECTION BETWEEN STA BOLLARDS 4 .C. CHANNELS FOR
51+20 AND STA 53+10 z0%.a / STANDARD -i- ~ ` / ~ ~ ~ - ~ YP. - SE DET IL 7 ~ ~ TRAIL EDGE POSITIVE DRAINAGE. i - o2e ~ ~ i i
i ~ SEE DETAIL z ~ , ; % / BOLLARDS 4' O, - - - - NOTE: ' / 62A ~ , , NOTE: \ ~ ~ ~ ~ " ~ - _ _
~ ~ , / TYP. -SEE DE ~ ~ - - - ~ - _ SEED ALL DI`. D26 ~ , ~ ~ 7 J ~ i ~ ~ ~ / ~ ~ A EAS W SF SEED ALL DIS RBED ~ ~ ~ ~ = TRAIL CENTERLINE
i 2500 ~ / ~ o~ / ~ ~ ~ GROUNDCOVEI A EAS W SPEC IED ~ ~ / ~ GROUNDCOVER MI TORE ~ TRAIL SHOULDER
i ~ i ~ i ~ ~ / , ~ ~ ~ ~ ~ ~ - ~ SEE DETAI ~ 7418 - , _ ~ ~ ~ ~ - , / A ~ / SEE DETAIL ~ ~ ~ s ~ ' / TRAIL ASPHALT
/ D29
i j i LE ,REM9VE
5 HDP . P A T E L CE IN EXIS . DE bM EXIST ~ SWALE LOCATION. ~ C A R P ~ _ / / CROSSWALK
S;~b OSI I A - - ~ ~ ~ ~ ~ ~ / ~ -TRAIL PIPING
i~ ~ ~ / ~ NOTE. E CITY OF RALEIG
/ ~ ~ i/~ ~ ~ MAGI NE ILTO ACO~E~ / ~ BOARDWALK
, / 194.8 O ~ / / i ADDI IONAL EASEMENTS TO , l9~ / FILL THE GAPS BETWEE = ~ _ XI T T P
~ ~ ~ i' 1 9 ~ i (554 ~ ~ ~ ~ ~ ~ / ~ - ~ ~ ~ "zocs x 193.6 r / gee E S 0 0 / GREENI!1~Y LOCATIONS.
~ ~ \ / / PARKING
~ ~ ~ ; ~ r~rl~.~NG V ~ / r / ~ x o2~ / PROPOSED TOPO / AREA
/ i x,98, / ~ X25 - SPOT ELEV.
~ ~ i / ; / ~ ~ ~
1 ~2+0o STATIONING
~ ~ i ~ / ~ / / x2°°5 Pc = ~3+os.~s POINT OF CURVATURE
1 ~ / ~ i /
i ~ ~ i ~ ~ ~ ~T ~
m„E, ~ / ~ / zoo ~ AT ~ 0 F 0 AR O U N A i Pr 12+x.15 POINT OF TANGENT \ - i
/ ~ ~ ~ / / / 9~ , / SF-SF- SILT FENCE
/ 3.15A ~ ~ ~ ~.56A , / ~ ~~i ~ / ~ ~ 2500 ~ ~
~ ~ ~ \ / ,i ~ / ~ ~
Leo ~ i 1 - ~ ~~oo ~ J fi2~8 x 199.4 ~
T / / / ~ s ~ o 526 ~ 029 /
INSTALL ANDARAIL , ~ 3 ~ PARKING /
LIONS % DESIGN IN AL LOCA w AREA ~
UNLESS 0 WISE NOTED. / ~
~ SEE DETA L ~ ~ ~ ~ ~ ~ . 20 .s t ~ ~ ~ P
~ / zs / ~ / x ARKING ~ / ~ / ~ 202.4 ~ ~ ~
~ ~ i \ AREA ~ , / ~ / _ i / ~ / 1. \ /
~ ~ ~ ~ ~ ~ 201.9 x 203.7 ~ ~ / r / / x " 203.7 D ~ ~ / / 2°3.7
/~~i~ % ~.11R~,~~l~ / / ~ ~ / ~ 1 ~ ~ / ~ F~,~~~'II//. Y~
G - % / i AREA ~ ~ i ~ / EXIT. GREENWAY ~ ~ ~ ~ EA
--r ~ / ~ ~ 20 . ~ ~ 2 z ~ ~ ~ x 203.5 / 2 ~ 199.5
k~ ~ ~ / ~ 0 / o~
1 ~ ~ ~o / / rY 5 / r ~ ~ / ~ ~G3.8
i~ ~ ~ r ~ / ~ / 02.4 , Y OF RALEIGH ~ ~ i ~ \ /r /
/ ~ ~ / ~7 / .z ~ _ /
~i/// 64 / / ~i~ ~ iii-~-~/ ~ / / ~ /
-viii ~ 1 ~
/ ~ ~ //ice ~ ~ t
„201.9 PARKI(JG ~--zoo
~ EEC' ~,TR GES _ ~ OD _ - ~ ~ ~a (o.~5a) AREA ~ r
Q
- ~ ~ I _ ~ 0 A PA ~Jpp~~G x ~ ~~U" 200.2 O
i ~ / 0 - ~ -x-~ ~ 30 f x zoaF ~ - ~ ~ r ~ - AREA ~ 3065 ~
~ ~ ~ ~ ~ ~ rARKIP`~-' 2ao ~ ~ 108 ~ J LL
~ ~ ~ ' ~ ' 2c PARKING AREA ~ 2~ ' 205.3 /
~ ~ 'r A K n ~ I`d ~ ~ ~ ~ AREA ~ ~ v ~ ~ ~ PAR~~~~
~ f ~ ~ AREA ~ ~ ? - ~ A x 200.5 ~ ~ ARE. , I
~ ~ 205.4 ~ i / ~ l ~ ~ i I / ~ \ ~ PARKING ~ ~ ~ i
I ~ ~ ~ AREA PARKIf~G
t 1 / AREA 126
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATE I DESIGNATED (SEE SPECS.),
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRi BE CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. / DRAWN NC RALEIGFI, NORTH CAROLINA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GLA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED
50' 25' 0 50' 100'
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS 1 "=50' HAYES SEAY MATTERN &MATTERN INC SCALE COMM.
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. 1 ~ ' 1 "=50' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L~

- _ _ _

\
- WAY 15 HDPE. PLACE.IN' EXIST. ~ HDPE. PLACE~N._EXISIr ~
SWALE LO~ATIGN SW LNAG~rTION `x ~ POS IBLE CONSTRUCTION ACCESS ~ - ' . .
INSTALL TRAIL DESIGN W r,= ~ -€~(T&A- STBN E-~H I ~ _ ~ ~ ~ xt MYAY BE OBTAINED ALONG EXIST. , ~ ~ ~SEV~fR. EASEMENT FOR THIS ! ` ~ _a.---~`~- O
SECTION BETWEEN STA.~y ~ \ ~ - S€6TI9N OF THE TRAIL. - i' .
64+10 AND STA. 72+30. ~ 4., j J ~ NTR~CTOR SHALL BE ~ Z q
` SEE DETAIL STATION 6 BEGIN + z ALTERNATE TRAIL ~ ~ ~ E~RON~ LE FOR ALL DAMAGE TO ' f='
1' wqr t
4. ~ THE CITY OF RA I~H
1 _ ' MAY NEED TO TT ' % ~ d F ~
ADDITIONAL T~ Ffl1~ ~ ; f''
~ o ~ a + ~ i' EXIST. GR WF i IST. GR WAY ~ THIS SECTIO ~ ' ~ OF ~ ~ t ~ r ~ ~
N, ~ N x isz.z 4 TRAIL. r' / ~
' ~ ,,f` f i ~ r`
u ~ _d.. _ ,gym SEA SHEET b. 4,F~R ~ ~
'~i iii ~ , BENCH LOCATION ' ' ~ ~ ' a _ ~ " ~ PCAN R IL ~ THIS 'J ~ ~ ~ ~ i ~ ~ -N-
` me s \ _ i 9zo mwt ~ ~ ~ ~ , , LO ATIS~I- FOR' W~RE sue, i ~ ~
~ ~ ~ --.~..r ~ SEE DETAI Des ~ TON` 72+3,0 r . l /
sac, ~ / i _ m+c f y,~~ ~ f ~ ~ ~
~ ! ~ r---~ f / i' ~
~ 'r"r TURN THE TRAIL SHARPLY ! ~ ~ ~ ~ ~ i ~ i ~ KEY MAP
i1S.96 _ G ANB~ G-RaDU#LY INCREASE ' % ~ / ~ NO SCALE
_ . ~ , 'r~ ~ - THE GRADE UP E ~ ~ / s r ~ ~ i'
~ ECK~OA ~ , - ' HILLSIDE. ~ i f: / , a /
SEED ~ ~ 'f 19 / - - a f / ~
2) ~
r, 1 / ,
i i ' ~ _ e _ r ~ . " ~ i-~ : ~ j l~ ~ , i ; ~ PARKING AREA i
~ ~i ~ ~ ~ ( ~ /~r ~ ~ OR EXIST SS MANHOLE t ~ ~L Z ~ / / / ~ 4
- CLEAR AND REMOVE DEBRIS . 'i;,~ ~ - EXIST. GREENWAY _ ~ ~ ~ ~ A / ~ PROTECT LARGE AMERI N ~
~ -'~r-- " ~ r' FROM EXISTING.CI~XNI~E~LS ~ ~ ~ / 4 - ;FOR POSITIVE~DRAINAGE. ~ se~ , ~ x H TREE IN THIS l l TRAIL EDGE ~ i , , 0 IM TE LOCATION. , i ~ ~ ;
I ` j ~..zo ~ ~ `ti 3 / ,j ~ TR Lt BE P cEO ~ ~ TRAIL CENTERLINE
I 1' x / 1 1 ~ z3z.~ ON UP E. ~ F~
J % fI / ~ ~ ~ j ~ X ~ ~ ~ 1 ~ TRAIL SHOULDER ~ , ~ .u
ow-,.. ' i - ,e ~ ~ T ~ ~ ~a14~-.: ~ / ~ ~ ~ ~ ~ i / ,
C ~ A R T M E N ~ O r ~ O R R E C T l ~ , t r ~ , TRAIL ASPHALT ~ ~ ~ ~t~ y tt ~ i` r ~
1 x ~ee.6 g~.s r _ ~ ~ _ ~ y IIi3' i P KING i !
{ ~ r ~.z ~ ,~1, 198.6 ~ f '1 ~ y,st I E r ° ` i~ CROSSWALK ~ !t ~ AREA ! ' ti V - ~
~ ~ ~ PARKf NG AREA ~ ~ THE CITY OF RALEIGH ~ , ~ > ,~ea.s ~ ~ ~f ~ , ROVVI~ ~'0 TIC ,z3z~ TRAIL PIPING
MAY NEED TO ACOUPRE / t ` ?3I f i i r ~ ~ ~ j ~ ~ ~ - i J i ~ ~ ~S~Z~~,
ADDITIONAL EASE NTS ` ~9s.a'- ' ~ r, / r~, ~ 1, ~ ~ / BOARDWALK
TO FILL IN THE APS ~ t ~t~'y`: / r i
BETWEEN GR r WAY I I' '1 ~k i.:, f t j t ~ , ~ R. \ ~ ! i - yea - EXIST TOPO x~ , ~ NOTE: ;
LOCATIONS' i . E ~ ' ~ ~ ~ SE ALL ~TUaBE 2°D PROPOSED TOPO
_ o ~ ~ ~ ~b ~ / r ~ % AREAS WI SP~CIF ED
' ~ ~ ~ ~ A f /f ,~lr, % f! I G OUND OVERT MI TURE ~ x259. SPOT ELEV. r~
% / y ~ i 1. r l l 1 INS~'ALL 4 (iT. FENCE PARKING ; / S E DET ~ ~
~J / ~ ~ ~,~~jr ~j / ~ / / r r ~ o ~~~~i i AL~NG TRAIL 1' OF€ E.P, t AREA ~ t / t. ~ 1 dss ~ ~ iz+oo STATIONING j I; / r l TH S SECTIO~J BETWEEN ,
i fix, ~ 9 ; / ~ ~ i ~ 72+30 AN i 1,,, , ~l ~ sTA. ( D 83+20. ~ r / / / ~ Pc = ~3+os.~s P INT F V
+ - .I ` ' ~ ` Il l i' - ~ ~ ; ~ \ ~ ~ , / - 0 0 CUR ATURE / , ; S DETAiI. ~ i/, ~ ,
~ l , ~ ~ i i ' t ,1 l / f~~ ; ~I 5 1 / I - f / ~ - , , ; i / ~ ~ PT - 12+54.15 r, ; , ; ~ osz , ~ POINT OF TANGENT
<J r/ ~ t ' ~ 1 ~ ~ / ~ ~ r / r / ~ ~ r
i El ~ I t ~ ! - r 1, ~ F ; ~SF~SF SILT FENCE
~ / ~ % ~ ~ r, ~ NOTE: ~
~ ~ ~ ~ / ~ r a ~ ~ i ~ CERTAIN OF MAY i ~ ' REQUIRE G TAL ET IN ~
IN6TALL SP~IAL TRAI j' ~ r ~ WALLS ALON6~UP SI E ~
_-i ~ ~ ' / l f°' ~ ~ ~ I' l ? ~ 3 ~ + t ~ D~SIGN THI SECTION $OIL STABILIZATI N. ~ ~ ~ ~ ~ , ~ ,
PARKING , , ~ / , ~ ~t , ~ ( B TWEEN ST . 71+75 ~1D APPROXIMATELY 400 L OF 12' T
AREA ; ~ ~ ~ t> j / 1 ' i, ~ ~ t I r I'f' ` ~ 1 ' ' ' ~ S ~A. 83+20. ~ J' 15' HIGH WALL MAY RE UI D. ~ ~ 0 ~ f / ~ ~ ~ SE`E DETAIL ~ 1 ~ r
~ ~ i , PARKI~G 1 l , r , r~ t r'' 2 REQUIREMENTS MAY ARYAN f
' ~ 'lt'd ~ i A R ~,A j , ' j ? ~ ; l ~ o3s o3s i MUST BE FIEL V D BY SOILS ~ / ' ~ ~ ~ ~ NEER. ~ ~ /
i ~ + ~ ~ d i ' ~.i % ' '
~ _ `il;' fit,,; 198.9 ~ ~ ~ ~ ~ / 1 j
~ { ~ I PARKING ff "
l ; r. l ~ A ~ / f,r/ t AREA , I ~ r ~ I rr j I ~ i
' ' ~ ' j EXIST. EE l ~ ~ ~ ~ i -EXIST. EENWAY i , ~ PARKING z ~ ~ ~ ~ ~ ,r / AREA ~ / ~
~~f f~ ~ ~ f' ~ I J f I i f 1~ ~ r l 9.44A / ' i ~ r J I
~I i ~ ,lf~, x~9a~ l t 1 `1 ~ r PARKING r" r r
r ~ ~ rtt I ~ ~ t ~ t. z t ~ 4 t ~ AREA DRAI A ~JUSTMEN ~ I I 00 / ' /
_ tf ~ r ~ ~ f~l I i 197.5 'l ' ~t/~~x ~f i 62 ~ ,~Al~ G TRAIL SHALL ~ f r / ~ ~ E IRED AT VARIO ~ 3~ ~i
' ~ l l~(t ~ if NO l ~ ~ / - , f1~,j t ~ NO f J 0 TS FOR STOR
PaRKiNC ~ , ~ ~ ~ , / ~ ~ R Is F „0 / , l R IS R~JC ~ ~ TER RU FR f ~ I i / ~ i
/ , INCA AREA ~ , , S 0 INCA ALON f R NG AREA. S TAIL ~ a S 0 z3~.3 / AIL \ ~
/ I i ; l ~ ' j S S +00 AND ~ ~ ~ 3 i I ~ AND SHEETS L13, ~
i / / ~ ~ TA. 8 ~ ~ /
r ti, ~ ~ ~ PR TELY 4 ~ / ~ t~ ~ ~ ~ / ~ l
1 ~ / ; , y ~ ~ FEE \ ! i % FEE ~1 A~ ~ ~ / / f , , R ~E BL I ~ i i i` I N~.
IND DON 17,~.1~~ ~ / ~ t 1 t
J / A ~ ~ /
_ I ~ 'r' ' / ,1 ' , 198.9 i, l/ 1 / i PARklfv~ - , i \ \ ~ i i - ~
t ~ 1~ t, ~ i~ ~ ~ ~ ~ ~ PARKING ~ AREA m ~ ~ ~ ~ ~ r ~ PAR ~ ~ Ik1N G ~ /
/ ~ ~e `i O AREA ~~A
~ i f ~ ` SEE SHEETYyI ;1 , j ~ ~ ~ /j ~ SEE SHEET 0 S L13 & L14 ! ~ ;
~ ~ I ~ ~ FOR ENLARGE FOR ENLARG NT OF THIS !I ~ _
r' ~ i / ~ ~ LOCATION FC p ~ ` ' 'C . LOCATION FOR RE ~ ~ ~ /
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION. 9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATED IESIGNATED SEE SPECS. . ~ ) DESIGNED aA CAPITAL AREA WAY SYSTEM
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98.
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRUC~ CONSTRUCTED TO EXISTING
GRADES, 4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7/98. DRAWN NC RALEIGH, Nt~tTH CAROIJNA
CHECKED Glq
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=50' SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS HAYES, SEAY, MATTERN & MATTERN INC ' 1 "=50' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

i-
F WAY ' `'1 ~ NOTE: . • • 1 - ~ .
15" HDPE. PLACE.-TN' EXIST. 15" HDPE. PLACE~IN_.EXIST,- `~°T ~ ~ ~ - -P-- SWALE I.Q6ATI~N SNJ~LE-.1,OC-A°I~ION _ ~ POS IBLE CONSTRUCTION ACCESS ~ ~
INSTALL TRAIL DESIGN W/ \ ~o ~'ti, ~ AY BE OBTAINED ALONG EXIST. f ~ • ~ ~ ~ EI4rE~ EASEMENT FOR THIS ,..-t O O d q
~-EXTRA- ST9NE---Tk1I r=' ` ~ ~ ~ SECTION BETWEEN STA. ~ ` ~TI~9N OF THE TRAIL. j!. s,i A
y,.~- 64+10 AND STA. 72+30. ~ _ O„ a ~ NT&ACTOR SHALL BE ± .
o SEE DETAIL STATION 6 BEGIN z ALTERNATE TRAIL ~ E~SRON~ LE FOR ALL DAMAGE TO r... ~ r
Des W ~ \ ~ XIS. EWER ~.E-A'S NT. -Y' % ~ ~
AY ~
„r.--- THE CITY OF RA I~H ~ , ~ f, ; ~ 1 ~ ~f ; ~ MAY NEED TO (~U ~ f/
dt'` r' x ADDITIONAL T~ ~R ~ r ~E`
t o ~3 8 + ,,f EXIST. GR V XIST. GR WAY THIS SECTIO OF H1` % /,~r f''.~'` j, ~
l -'N`~" x 192.2 TRAIL, ~ ° ~ ` ,Af o f, ~
l
/ / / / / / / / / Am SE~[/~ SHEET 64,FOR / ~ j~
O ~ 'v I' ~ r ~ t ~ PCAN,.& R~IIEr,,~ THIS ,
~ BENCH LOCATION / , LO P,TI~I. LIR" . RE ' . j -N r ~ ~ 1 x ~ ,
mgt s + ~ 9~.a x ~ s / ' ' ~ ~ . \v'` -SEE DETAI ~ t~E~A° , ~ ~ / A ~
~ iii ~;,r• . a / f t
-ti f
fry ~ ~ / ~ ~ .~%,rf~ / l i i ~ - ~i'`'`,~` 1''P TURN THE TRAIL SHARPLY l i ~ ~ ~ KEY MAP
1 ~ i - ~ ~ , ~ Alm G1~ADU~L-LY INCREASE / NO SCALE
.r'' / e~ - ` ~ ~ THE GRADE UP E r ~ ~ 1
~ - / ~ ~ i ~ ~ HILLSIDE. ~ ~ t ~ ~ / \ ' t r
~ I ~
19 t ~ f ~ f ! /f
r' f'~ , f . E t f ~ , ~ / `i
l ~ ~/x • PARKING AREA
- , ~ ~ ~ OR ® EXIST SS MANHOLE / /
% CLEAR AND REMOVE DEBRIS ~ = \ EXIST. GREENWAY A / ~ PROTECT LARGE AMERI N ~ ~ , , ~ ~ ~ TRAIL DGE
~ `j' FROM EXISTING,CKANNIELS - > H TREE IN THIS i ~ E ~ ` O I TE LOCATION. E ` r`'
! : 1 FOR POSITIVE/DRAINAGE. .-,x,.70 . f t ~ ~ ~ TR L BE P cED ~ r ! TRAIL CENTERLINE
,,r 232] \ rll ON UP E
,r' ~ , I ~ ~ ' r .r f ~ TRAIL SHOULDER ' ~ ~ X E
~f l r r j j r O 1. /l~ PHA T
% -eow~.~ ~ % ~ t . . ~ ~ '~PON~. j o , ~ , , TRAIL AS L ,1 ( t ~ J
s ~ ARTMEI~T OF ~ORRECTIO~IS DP \ ~ l r~ ` ( 1 i ~ / HIE , ~ P KING ~ ~ CROSSWALK
x 196.6 97.9 f ~w ~ ~ 1 \ ~ j 3 I 1 r' i 81 AREA j s ~ i
r ~ x 198.6 ~ r~ 1 I N.9fiE. , AREA ti PARKING R ~ UV P ~ T ~ ~ ~ ~ z3~, i , ~ -TRAIL PIPING
THE CITY OF RALEIGH r--~ ~ ~ I r ~ ,r , rr ~ ~ 1 rr j
TO AC UY~E ~ ? 1 MAY NEED Q ' ~ i 198.4 ~ ~ , ~ ~ BOARD AL ,1 ~ ~ ~
ADDITIONAL EASEt~kENTS IN THE SAPS ~j.i \ % j , ~ t ~ f ~ ~ ~
TO FILL ~ ~ ~ ~ f BETWEEN GRE,F~dWAY r yr \ ? ~ J ; , ~ ' ;,7; ~ , ~ _ gee _ EXIST TOPO li \ \ ! ~ }f~J ~ f t I ND li +
LOCATIOI~'f. l ~ ''j ~~~',r rr ~ ~=r ~ !r'~ ~ ~ r T P 1l r f , ~ SE ALL ~TUR`BE PROPOSED O O
f t ~ ~.E i ~ j~ 1 t ~ ~ t r ~ ~ ,r, ~ ~ ~ AR AS WI SPECIE ED
~ r I~ ,;~;;r ~ fi , ; ~ E G OUND VERirMI URE xz59.~ SPOT ELEV.
~ ~ ' l t~'r INS~ALL 4 HT. FENCE PARKING f S, E SET > ~
iE ~ / ~ l:: t iE l ~ AL NG TRAIL 1 OFF E,P. AREA , ( ~,z+oo STATIONING l: ~ ~ s
i x~~,9 j 1 ~i ~ ; r I TH S SECTI~I BETWEEN ~
/ ~ ~ i~ x~ao 4 _ ! , I ~ ~ r STA. 72+30 LAND g3+20. / % f PC = 13+06.19 POINT OF CURVATURE TAL' ~ 1 ' ~ , S DE I
/ ~ ~ r 5 , 1 !l ~ ;~s ~ ~ ~ 1 ~ l ~ Pr = i~+5a.is pQINT OF TANGENT
~ ~ ,I~ , ~ D32 i l ~ r .t+ta?f ~ i ~ lu ~ ' ~ r -
' ~ ~ ~ ~~i i l ~ ~ / ~ SF-SF- SILT FENCE
t ~ IN STAL ~ BOARDWA K _ ,f '
~ i ~ ~ t r t 1 ` ~ K R P NOTE. ~ ~ , ~ ~ ~ ~ ~ AROUN ROC OU C 0 CERTAIN TS OF MAY ~ ~ t r
~11i, t ~ ~ a it ~ THIS S CTION BETWEEN REWIRE TAL ET I a 0~ STA. 7 30 AND 7+00. ~ ;
j r i~ ! WALLS ALON6~UP SI E ~ f ' i ' ~ SOIL ~TABILIZATI ~ ~
eft .i PARKING ; , , ~ ~ t 1L ~ ~ ~ , F APPROXIMATELY OF 12 TQ/ ~ ,
j AREA ' ~ ' lI' r ~ 1 ` ,11 0l ~ ~ I' U~ I ~ i 11 0(~' ~ 15 HIGH WALL MAY REQUI D. ~ i
~ lI PARKING ~ r'~ ~ I / / f ~ ~ REQUIREMENTS MAY ARY ~N
~ r 1; ~ 1 MUST BE FIEL QED BY SOILS ~ r` f ~ ,
+ / AREA I r lri, ~ I ' ' j t ' NEER. .r ' r ~ ~ ! i ~ ~ ~ `
1; ~ ~ ~ f ~ i r' / t ~ ~ ~ t r , r
eyes ~ i ~ ~ ~ 1 / ~>>l ~ l r F i ( r t ~ % t 1 1 PARKING = ~ - ~ r
r I / ~ ~,f f I , AREA , f i,
j r ~ PAR K I N ~
1 EXIST. 1. 1 1s EXIST. EENWAY ~ ~ , ~ r I ! AREA ~ - r' % 1, ~ / ~ f
~ 1.,, l / 9.44A .1 ~ 1 1 f
r r i ! PARKING r` ~ 1
xisa.~ ~ / ~ ~ ( ,.1 ° j ` ~ AREA R I A ,415JUSTMEN f r° / ~ ~ 2,,(? ~
` f ~ ° ~ t ~/j,~, ti ~ j' I ~ ~ ~ ~ * 197.5 ~ ~ i' ~ iA ~ TRAIL SHALL ~ ~ ~ t 62 ~ ~ .f ~ , / ~ l
~ 1 I = i~ z° i t y r / ii,/~ f / ~ 1' I , ~ E IRED AT VARIO 'f ~ T FOR TOR ~ 0 S S ~ ,
~ ~ i~' l{ t li ~ ~ ' ` c t,~ ~ I="J~z ~ 1~`_ TAL ~ FR ~ f - TA L SP~CIAk IL TER RUN01'FF /
PARKING ~ ~ x 1~~8.4 r ; I a ! ~ f ~t t t ` ~ i ~ 1 ~ r ri, ~ t D N R NG AREA. S ~ ~ D N S SECTI 4~ '
AREA \ r , l r; T E / t J ' 3x AIL ~ , T E S ,1+7 All f t 3~. f
+2 . ~ ~ , AND SHEETS L13, ~ f ` 1
r t "'C.. E ! i 1 p
~ ( J t ~ 1 ~ , ' /
~ i 1/`t
IND DON 1715.18 i ' ` " i` ~ ~ \ \ , / ~ ~ ~ ~ ~ ~ / ~ ' 1 \ , ~f l ~ ' I
r, r ~ ~ x ' ~ i.r~ j ~ ~ ~ / / - - /
,ea.~ PARKING . ~ i .r~, it ~ C , \ ~ ~ ~
AREA - ! ; r / r PARKING 1 ~ "j ~ ~ PAR N G ` ~ ~ /
AREA ~ r o I ~ 1 SEE SHEET SEE SHEET` 0'S L13 & L14 ~ ~ /~i' i
S ~ O , ~ FOR ENLAR FOR ENLARG NT OF THIS ~ ~ ~ , 1 ~
/ ~ ~ ~ \ / ~ ~ ~ LacnTloN FOR RE ~ LOCATION / /
t f { r
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALl_ STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN DESIGNATE[ DESIGNATED (SEE SPECS.). CAPITAL AREA GREENWAY SYSTEM
3. WETLAND LOCATION DELINEATION BY S&EC DATED 9/98. DESIGNED GLA
/ 11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE CONSTRI BE CONSTRUCTED TO EXISTING
DRAWN NC ~ N0~
R ATION PROVIDED BY THE CITY OF RALEIGH DATED 7 98. GRADES. 4. TOPOGRAPHIC &GREENWAY INFO M /
CHECKED GSA
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION &
MATCH PIPING TO DITCH CENTERLINE. APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS SUBMITTED
AND FEATURES SHOULD BE FIELD VERIFIED. 50' 25' 0 50' 100'
1 "=50' HAYES SEAY MATTERN & MATTERN,INC SCALE COMM. ~ ' 1 "=50~ N0. 7522
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ARCHITECTS -ENGINEERS -PLANNERS
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

2oa---
a~~
{
199.0 ~ " 195.7 ~ ~ , ~ ,
/ ~ ~ j
200.2 , j / zo<3, / / ; ~ % \
" 200.5
\ o ~
zoos , ~ ~
2 ~ ~ ~
x 200.5 / L 1,
x 196.8
NOTE;
CERTAIN SEGMENTS OF TRAIL MAY REQUIRE SEGMENTAL RETAINING ~ ~ ~ ~
. WALLS ALONG UPHILL SIDE FOR SOIL 199.7 ~ ~ ~ ~ KEY MAP
STABILIZATION. APPROXIMATELY j, ~ j NO SCALE
400 L.F. OF 12' TO 15' HIGH WALL
x 201.1 MAY BE REQUIRED. REQUIREMENTS 200.2
MAY VARY AND MUST BE FIELD ,9s.7 NEW TRAIL TO GO ALONG VERIFIED BY SOILS ENGINEER. LEGEND
CORNER OF PARKING LOT. )T.
BOLLARDS ALONG
PARKING LOT OF CROWN ;ROwr~ ~Lo~ ~ ~ i ~ 3ffi OR • EXIST SS MANHOLE
INSTALL 4 HT. FENCE PONTIAC. / ~ ~~j ~ ~ TRAIL EDGE
ALONG TRAIL 1' OFF E.P. THIS SECTION BETWEEN
STA. 72+35 AND STA. ~ 203.7 X x/ \ / j/ % / / TRAIL CENTERLINE
' 197,8 83+20 SEE DETAIL F PAVEMENT NEW EDGE 0 / yr % z"~~ / TRNL SHOULDER
FOR PARKING LOT AT i
CROWN PONTIAC ,ys.z / ` / / ~ ~ TRAIL ASPHALT
/ ~ / ~ CROSSWALK
x 196.7 ' 1 ~~5.80 i ~
~ X / TRAIL PIPING
TRAIL ADJUSTMENTS TO
f. TIE BACK IN WITH s EXISTING DESIGN. / / / ~ ~ BOARDWALK
/ / ~ ~ - ~ - EXIST TOPO
199.2 x / ,~e~ / / / ~ seo
i / ~ ~ / / ~ ~ \ PROPOSED TOPO
V / > / i i
2oo.a 197.2 x / j i j i T / ~ x~59.~ SPOT ELEV.
198 7 /j j ~ / i ~ ~z+oo STATIONING
j i~ j ~ ~ , ~ PC = 13+06.19 POINT OF CURVATURE
V 199.1 ' „ 194.4
~Q' / ~ ~ ~ ~o~ \ ~ PT - iz+sa.,s POINT OF TANGENT
O
\ / / C2~ ~ \ ~ SF-SF- SILT FENCE
za„a . tl ~ I ~
20 I
i / o~ •zo:s~
I i
I ~ ~ , 1
25~~ ~js \ \ ~ ~ ~ ,ss
~ x 203.0 205.3 ~ x 197.6 1.6
~ I 1 / \ ~ z4 0
\ O l
' 1
~ x204.8 \ / \
i ~ ~ .203.7
x204.2 ~ j . aoi.o
2500 ~ ~ ,
~ V I \
240 . lass / ~ a \ ~ /
% 203.8 1
.197.0 -moo ul :i ~ ~:=f
~ 4.6 ~
,99, .
203.0
193.3 195.9 /ss ~ .,9s, i
N
REVISION DATE DESCRIPTION BY APP
DESIGNED cu CAPITAL AREA GREENWAY SYSTEM
CRABTREE CREEK TRAIL DRAWN NC Rq~pq{, Np(8?{ CARpUMA
CHECKED GLA
SITE APPROVED JLM
PLAN SUBMITTED J~
50' 25' 0 50' 100
°=so• HAYES, SEAY, MATTERN & MATTERN,INC SCALE COMM.
ARCHITECTS - ENGINEERS - PLANNERS ~~=50~ N0. 7522
FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, ises SHEEP L7

~ - WAY \ 15 HDPE. PLACE kN' E-XIST. t HDPE. PLACE IN_..~XIST.- - F-- ~ ~,g N -o, r, . ~ \ OTE: . .
SWALE EO~ATI~N ~ ~ SWRLC -LOG~fiION \ OS IBLE CONSTRUCTION ACCESS '
INSTALL TRAIL DESIGN W ~ ~ ~ e ~ AY BE OBTAINED ALONG EXIST. ~ ~ f
_ ~ ~ ~ ~ -EXTRA- ST9WE--TkII~ ~ ~'o SECTION BETWEEN STA. ~ ~ ~ ~ EWEl3. EASEMENT FOR THIS y~ .r O o M ~ \ ~GTI9N OF THE TRAIL. / P-
_ - ~ , 64+10 AND STA. 72+30. ' - NTR~tCTOR SHALL BE i z
~ SEE DETAIL SZKfION 6 BEGIN x 1 2 jALTERNATE TRAIL ~ \ - E~RON~ LE FOR ALL DAMAGE TO ~ ` ~ A
Des W ~ ,tt / qY \ ~ X-I~-T. EY~IER,EASEM~NT. i _ / _ i

~ ~ ~ i THE CITY OF RA I H ~ r;; ~ MAY NEED TO ~ fJ~;f, - w -
w ~ i ADDITIONAL TS ~F0T2
j ~ 193.8 f EX EXIST. GR WAY ~ THIS SECTIO ~F H~ ,j ~
N N `"a ' 192.2 ~...i / 1 ~ TRAIL. r
/ ~ ~ / ~ f; ~ ~ ~ r
1' t ~ A SE SHEET 6 4 FOR ~ ~ ~ ~ ~ Gam,
1 i ( ~ 1 , PCAN,_Sc RSIFILF, THIS ~ , f _ ~ N
s,,. ' ~ ~ _ BENCH LOCATION ~ ' ' ' ~ ~ ' ' ' ~ LO ATIBbI- AR' RE ; ` ~
- . ~ ~ -SEE DETAI ' ~ ~ E~ ~ y2+3A
r'r' \ / ~ ~ ~
_
l// \ ~ TURN THE TRAIL SHARPLY KEY MAP
y w ~ x 1~J3.96 / ~ r A~Nfr ORADU#LY INCREASE i'.
r--' r` \ / ; ~ i NO SCALE ti y THE GRADE UP CIE ~ s
A~-- f ~ ~ - ~ HILLSIDE.
~ ~ / ~ ~ r ~ ~ 1
t_ l
~ f i r ?f/ f \ l ~ ' ,ij/ ~ . r PARKING AREA j
.t-~ ~ _ y 1` ~ 1 ; k ~ ~ ~ . , . ~ OR EXIST SS MANHOLE ' r ~ tax z
J...-~ Pam„ ~ J~ ; ` CLEAR AND REMOVE DEBRIS EXIST, GREENWAY ~ = ~ A ~ \ - r PROTECT LARGE AMERI N \ ~ E,
- ~ FROM EXISTING,Ct~CNN~S - ~ ~ r ,f E H TREE IN THIS ~ TRAIL EDGE
~ ? f FOR POSITIVE'QRAINAGE. ~ 19e ° ~ \ ~ 0 IM~TE LOCATION. ~ ~ I ~ j" TR Lt BE P CED ~ TRAIL CENTERLINE
% ~ 198.2 f 1~ \ t _1-_~ 1 ~ x ~
% f - / i ~ x ~ ~ TRAIL SHOULDER
/ / ~ . N, v f r
- D PARTMEIvT ~r ~ ~ _ ~ _ . _ TRAIL ASPHALT / ~ ~
r ~ ~ - - ''w x 198.6 97.9 ` 1 f P KING ; ;
l~ = 198.6 ~ ~ \ ~V ~ ~ ~ ~ ~ ~ CROSSWALK 1 ~~+4 ~<<` ~~t a, 4 AREA ~ ~ 1 / - i t ~ ~ '
.r' f ~ ~ `~ii PARKING AREA I ~ ~ ,=t~t~ R W P `~1T1~' ~ I~ ~ ~ 23z ~ TRAIL PIPING
THE CITY OF RALEIGhI ~ - xlsa.s 1 ~ ~ ~ ~ ~ i MAY NEED TO ACQUY~E ~ ~ ~ +j +i ~i'1 1 ~1 \ ~ ~ ~ ~ ~ ' 1 1 / ~ ~ Jr~ ~ _ I ~ 1 M , IS~~
ADDITIONAL EASEI~fNTS 1sa.a`'F t - ~ , ' ~ ~ BOARDWALK ~ ~ ~ ~ r ,
TO FILL IN THE GAPS ; ! r ~~,~'`I ,'`I / t ~ , i ~ ~ x-19
BETWEEN GREE-h1WAY ~ ~ ~ ~ ' t A ; ~ 1 1 ~ ~ ~ ~ ~ \ ~ i - gee - EXIST TOPO
% ~ f~% LOGATION~ ~ ~ ~ j ~ 1~ . ~ NOTE: l
f j 1 ';II ~ ~ sE ~ ALL sTUaBE ' PROPOSED TOPO ~ i; ~ ~ ~ ~ ~ AREAS WI SPECIE ED
j / a \ - 1 ff -J r 1;'~'I i ~-,``f 1 r i' _ Q ,J. ; GRtOUND OVER MIXITURE xz5,.r SPOT ELEV.
~r ( r i ~ / IN ALL 4 T. FENCE ~ PARKING a, SSE DET ~ 6'
~ _ ~ ~ l~r~ ~ - r'158.9 t' i~lrl~~ O ~ ~ AREA ~ ~ i f AL G TRAIL 1 OFF E.P. ~ ~ , ' ~ ~ 12+0o T , ~ d29 ~ STA ZONING o ~ TH S TW ~
~ 1 i SECTI BE EEN ~~r!'~% ST .72+30 AND 83+20. ~ / ,
rr~/ ~ r ~ ~ ~ ~ ' F f PC = 13+06.19 ' ,,rr,, - ~ ~ POINT OF CURVATURE S DETAIL ~ ~ , ~ , 1t, i i~ f ~ ~ ~ i~ ,
W S. ~ ! ~ t I s5 i , t t ; l ~ ~ 1 ;1 ~ ' ~ l ~ PT = 12+54.15 ~ ~ , ~ !)32 ; r ~ POINT OF TANGENT
~ ~ r ~ l j ~l / / ~ , f1 ~ i
I// ~ Il~ _ ~ i I ~ F F ITFN / S -S S L E CE
~ I r , i / . INSTAL' BOARDWA K i 1 z ;f ~ AROUN ROCK OU .CROP NOTE. ~
t i ~ f ,l y - tl ~ ~ 1' i Jf ~ - _ I r l ~ ~ ~ ~ ~ ! CERTAIN TS OF- MAY J/ ~ k ~ r~(~~ THIS SECTION BETWEEN RE UIRE S~EG TAL~ET IN ~ ~ /
\ ~ ~ l i 1 E~ f Q 1 i1 ! ; STA. 75+30 AND i7+00. ~ ! i WALLS ALONG' UP SI E /
` ~ S i ~ ~ '~i f - /J 7 ~ I SOIL STABILIZATI 'N.
~ j~'rf / ~ ~(j 1. ~ PARKING ~ r 1 . ; ~`/,~1 ~ ~ ~ ~ APPROXIMATELY ~00 L~ OF 12 Tg/ , ` , I 1`
AREA ~ ~ ,r 1 It ( ) f f . t ~ ~ ~ O r / ~ ~ ' i 15' HIGH WALL MAY RE UI D. ~ ~
. i ~(l ! 1 i~j? J ' i ,(j,' 1 „ ~ / r ~ t REQUIREMENTS MAY ARYAN V /
PARKIN , it ~ C ,r~ ~ , i~ , AREA ''l ~ ~ ' ~ i _ ; ' ~ ~ ~ MUST BE FIELf~ ~D BY SOILS /
r ° I ,t r ~l / ~ r ~ ~ NEER. ~ ~ ~
r r=~ I f~ x 198.9 j ~ ~ ~ f ~ f~ ~11 ~ ! i~ f~ I, r~ I fr .f r ~ i'r
i~ r ~ I. r f l' f i rjt j; r 't` ` i, ; ; t 1r~rr ~ PARKING ~ i~ . l
flit F j1,'~ 1'~l rf f~ ~ AREA ~ ~ t / / ~
~ 'j ~ r i r j, j `'r. r ~ ~ PARKING r ~ -
~.'t. i /'ft~~ 1 EXIST. EENWAY . ; ~ % ~ ! ; ' ~ ~ i I f AREA ~
1 ~ ~i r 44A 9 ~ ~ t l i Ji / f,,' I
x198.7 rr r`~( 1 ! i PARKING ~ ,
~ ~ f` . t ff 2 00 AREA; DR~I A ~t6JUSTMEN ~
r' r ~ `,i r ;1,11'! , ~ ~ ;AL6 TRAIL SHALL . ~ 62 1 , r I E ~ ~ ~ r ~r ~ i ~ ~ j ~E IRED AT VARIO ,
'r yr ~ ,f ; 1 r i l~ ~ ~ ' ~ ~ l 0 TS FOR STOR 2
i ~ ~ t PARKING ~ ~ / 198.4 / ~ ~ R R FR TA'EL SP~CIA~ IL TE
l ~ ~ ~ , , AR A > ; , f, , E ~ tr i` 'j; ' ~ R NG AREA. S D N S S~CTI 4
ih ! ~ ~ ~ S ~+7 P11R73• ~ AIL '
~ _ f / ~ Jl AND SHEETS L13 / ~ _ ~
% ,1 / ~ 1 % ~ \ / t1
1 ~ ~ D / ~ ` I \ ~ _ ~ f 1 t ~
~ I N D D 0 ~I 1715.1 ~ ~ , ~ ,r ~ I `'erg j J f I:
~ ~ r;
198.9 _ i ~l ~ 2 A i r r
PARKING -..''_A ° ~ ~ , ~ ~ r ~ ~ PARK~(NG / ~ ~
~ ~ ~r ~ ~ I i ~ r O AREA ~ r ~ t O . ~ r' , / o ; ~,R~A , ~ ! i
~ SEE SHEET 0'S L13 & L14 ~/~i` ' ~ , j y O
~ ~ , ~ r/ FOR ENLARG NT OF THIS ~ ' ~ ~ ~ ~ r ~ / ,
r f ;r Y ~ J i, ~ / LOCATION FOR RE \ r 'C i ~ ~ ~ r ~
1. CONTRACTOR TO VERIFY ACTUAL WETLAND BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION OF 8. ALL STORM PIPING SHALL BE HDPE UNLESS OTHERWISE NOTED. NOTED.
BOARDWALK. WETLAND LOCATION WILL DETERMINE BOARDWALKS STARTING/STOPPING LOCATION.
9. ON ALL STORM PIPING, BURY INVERTS AS NEEDED.
2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH APPROVED MIX. REVISION DATE DESCRIPTION BY APP
10. CMP PIPING SHALL HAVE ASPHALT COATING INSIDE AND OUT WHEN [ OUT WHEN DESIGNATED (SEE SPECS.).
3. WETLAND LOCATION/DELINEATION BY S&EC DATED 9/98. DESIGNED CAPITAL AREA GREENWAY SYSTEM GLA
11. ALL PROPOSED CONCRETE WALKWAYS, ASPHALT TRAILS, ETC. WILL BE 7C. WILL BE CONSTRUCTED TO EXISTING
4. TOPOGRAPHIC &GREENWAY INFORMATION PROVIDED BY THE CITY OF RALEIGH, DATED 7 98. GRADES. / DRAWN NC NORTH
5. LOCATION OF PIPING FOR DITCHES IS APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY LOCATION & CHECKED GlA
MATCH PIPING TO DITCH CENTERLINE.
APPROVED JLM
6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE COUNTY GIS AND IS ONLY GENERAL, ALL LOCATIONS
AND FEATURES SHOULD BE FIELD VERIFIED. SUBMITTED 50' 25' 0 50' 100'
1 "=50' HAYES SEAY MATTERN &MATTERN INC SCALE COMM.
7. SAVE ALL PROMINENT EXISTING TREES PLUS EXISTING TREES AS FLAGGED. IF JUDGMENT IS ' ' ' 1"=50' N0. 7522
REQUIRED, CONTACT DESIGNER FOR FIELD ADJUSTMENT. ARCHITECTS -ENGINEERS -PLANNERS FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET L6

/
~ ~ ~ ~ ~ ~ L. J { I ; 2500 a,~
~ . , ` ' ~ PARKING o.73A ~ ~ j \ / ~ . ~
1. i KING i ,~~PARKING ~ ~o o+ ;ARIA ~ 2139 \ c, ~ , ~
AR r' AREA ARKIN 75 G 2500 / ~ •y j l s qo
,79 ~ AREA 3147 % ~ ' l o?~ so / loos
f / ~ ' R
1 ' I A .10A ~ _ 5 E~=PLACE ~ ~ ; . r PARKIN~,C__ ,
~ E T. S E PARKING 70
0 ~ OCATION ~ 2 Af~EA ~ ~ , ~ AREA ~ opossn ~ ioos fl ~ PRA 0 P SD CR1B4R8d'
2 t ~ PARKIN ~ , ~ ~X o ~ ~-f l CRBBd TRdIL (7YP.) ~ ~ ~
~ AREA ~ _ _ ' ~baw
(177) - 0 , r, ~ / ;
. , . ~ { 1,
(131 _ ~ ~ ~ F r - - s ~
` Q 2.74A ti\ QQ -a-
q _.u- X $
0 25~fl n~-~ ~ - _ ~ o ~ 1 j` / ~ ~ moo,
_ _ 7084 i / ~ o~ i '
- 9~ ~ PARKING i 2zn / ~
CLEAR & R ,DE ~ ~ IMITS OF N TR. REENWAY EMENT BY 20 L COS P AREA
FROM EXISTING ~ ~ M Y HOBSO ACKS ~ ~ ~ (TYPIC ~ PARKING i ~
FOR POSITIVE DRAT G ~,,'~~}:92~.~-"~,. ~ ~ g_12_0 INSTALL STANDARD IL AREA s ~
DESIGN IN ALL LOCATI01~5, \ AST. ~ , ~ ' PROP. GR AY EASE` I~EfJT'~•... 'I ~o
100 ~ ~ ~ NLESS OTHERWISE NOTED:~~~ ~ Mild. Q~ SRO ~
~ ` S ETAIL i' 1 G 1977, EDGE' >~~.;WA'i~El~ _ l ,l TYP. ~ \ ~ 2072 / Q ~ i Gd401
~ ~ ~ ~ ' D26 ( ) ~ D PRO SS
\ . ~ ~ ~ 0 ~V ' i ~ t` ~ 4 y .d1 2968 f
~1 ~ ~ ` ~ SEE S N0. _ . ~ ~ ti ~ , ~ v. m/' Y'" j " ~ 1
ti ~A ' ~ C21 FOR PL - _ , PARKIN ~ 2072 1
g ; ' ! PROFILE OF THIS ~ AREA , ~ ~ ~ ~ _ ~ \ SX r' % ~ LOCATION FOR 9S t SEED AL~t~ DISTURBED ~ 10 PARKING ; 8
Q ~ V ~ \ ~ \ , t MORE ~~~~TAIL i AREAS WIT SPECIFIED GROUNDCOVER IXTURE AREA ~
~ \ ~ ~ ~ PARKING , I - SEE DETAIL ~ 2.17A
-J ~ ~ ~ \ x20.3.78 '1' ~ ~ i s NO SCALE
~ ~ 2500 I ~
9 \ Ir fl ~ . , 15 E - FIEI ,
0867 ~
500 ~ ~ ~ t ~ , i ' AD UST~,LOCATI 0 ~ ~ ~ E ~--L.~' M TCH LOW POINT i r o ~ ~
Y815 1.17A ARKING'AREA FC ~ ,~,f
FIELD ADJUST TRA OR 6p ` ~ 0 ~ t (0.47A 09 ~ ~ , ~ ~ , -SEE DETAIL 4 EXIST. M.H. LOCA ON NOT ) INSTALL PRO ENCE ALONG 0 r ~ w ,
~ , e... 50 D2a ~ ALL CURRENT M. ~ ~8 ~ TRAIL 3 OFF, ESP BACK OF ~ LONG BRANCH S E DET ~
0 ~ E " 2500 LOCATIONS ARE HOWN SUPPLIED BY CIT`,/ Y
, 28 41 AND/OR ARE PROXIMA , ~o_ ' ~ - , % ED BY CONTRALTO D32 , ~f ORS TRAI i Q EXIST SS MANHOLE LEDGE % ~ = DET
PA ING ~ ~ o , PARKING > FIELD VERIFY - ao ~ ~ G ~ 3 1 i
EA ~ ~ AREA ? 4 J J ` ` { ~ ~ ® EXISTING IRON PIN - TRAIL CENTERLINE ~ €
PARK'NG ` ~ ONSTRUCTION ENTRA CE III ' { i TRAIL SHOULDER SE DETAIL I ~ ? EXISTING CATCH BASIN
, ~ , 29 ,~A ~ 160 ~ ~@0 a
3746 9 ' , APPROX1~dQTE ~ PROPOSED CATCH BASIN TRAIL PIPING
t E G EDP OF ST ~`R , ;
I~~AR K I N G E OF WATER'..,___ ~ ~ PAVEMENT ~ PROP. CONST. LIMIT . ~ ~ `',~T~I ` ~ j 0 PROPOSED BOLLARD BOARDWALK ~ ~ , -~TQI1~ ~
~x0 % j ° . ~ ~ 0 ~ '
PARKING n"' ~ AREA (T Q~ i ~ ~ ti ` ~ _ ~ ' , , ~ D ` ~ ® EXISTING MONUMENT -m---1-9$----- EXIST TOPO 15 HDPE PLA IN , , ~ , PARKI ~ ti
~ _ D4 ~ 1 -+T PROPOSED SIGN PROPOSED TOPO
_ - i o' 4 LOCATION ,
i,~i; ~ x 259.7 SPOT ELEV. _ ; ~ o PROPOSED BENCH
(18 f ~ STATIONING
94 ~ ~ x0 \ r l 1 0 PROPOSED TRASH CAN 12+00 _ ~
PARKING T EDGE ~ A ~ ~ ! ~ PC = 13+06.19 POINT OF CURVATURE
AREA . 2 CUT & C EAR PROP. N ` ~ ` , ~ ! ' ~ ~ / ;BENCH LOCATION ~ EXISTING POWER POLE ~ / SEE DETAIL z
DITCH F R POSITIVE D, AINAG EDGE'OF~ 0654 FOR PA KING AREA co TYP . ~ ~ 12-t~54.95 P01NT OF TANGENT Dza ~ EXISTING WETLANDS
~ ~ ~ CLEAR & CLEAR & MOVE RIS $F SILT FENCE
~ ~Q ~ j ~ ~ r"~`~ ~ Q ~~~.,A XISTII XISTI CHAN
PARKING _ ~ . <F AGE (~S ~ s~ , / ~ ~
~y ~ ~ ~ ~ A ~ , l ' \ 2.23
c ~ ~ _ 4`" ' °bl.
~ ~ _ ° 1 33 ~ ' x 2500
` PARKING P~A' % . r'~ \ a 2577 / ~ k '
F IRKING ; r, ~ ~5~ AREA e ~ ti _ 3 . i ` , 1=1~1.T ~ s 2597 ' ~ f
t~REA ~ ~ CITY OF A ~ G H Z CON ~ AL , . ~ 34+
r~ ' ~ - , i~ 4 ~ ~
i \ ~ _ ~ ti
~l rf ~ . ,t ~ ~3. ~"mod ` _ ~~8 ~ 1. THIS IS AN A RIA TOPO AT 2' INTERVALS. n',^r
P~A ~ r (0.43A) ~j _ \ \
~ ~ j ~ ,ti ~ _ 2. THE EDGE OF WATER AND THE TOP OF BANK IS ~ ~ ` EXI L€ ~
~ ~ N 2500 - I 1 r' ? _ ~ ~ M ~ LOCATION MUCH MORE IRREGULAR THAN WHAT IS SHOWN 1 °v ` C2 ~ N & NTH T P
N - - 0 E 0 0. PROFI~`1~,
~ 0448 ~ ~ ~ (50) 3. THE EDGE OF WATER AND TOP OF BANK MUST
~ m - ~ i ~ ~ , 2 0~ _ MORE DETAI~~~`` -:~e\ 2p BE FIELD VERIFIED IN THIS LOCATION.
~ 7 ~ ; ~ m 'PARKING ( ~ ~ ~ i' PARKING ' _ ~ yg
AREA ~ t - ` ° AREA 2455 j ~ I 1 r ; 1- _ ~ 4. 30 FEET FROM THE EDGE OF WATER IS ZONE ONE
G~ i ~ i 147 ~ ~ ~ ` i , t~ _ i ~ ~ OF THE NEUSE RIVER BUFFER AND MUST BE LEFT - i ;,__E.~,- ~ UNDISTURBED.
I ~ N ~ _ ~ / % __r - i ° ` _
° ' ~ ~ N (78) 77 % ~ ~ r j,, ~ _ - - . - _
' - ~==~X1~TING~GRE Y 5. THE EDGE OF THE TRAIL PAVEMENT MUST NOT 4 BE ANY CLOSER THAN 30 FEET FROM THE EDGE
~ F ~ L p0. ; _ 4.
~ Ow ~i_ 0 250.0 ~.69A AYE i ~ " OF WATER. FIELD VERIFY ti -
z 0.44A - ~ 1 ( ) ~ _
6. THE TRAIL MUST BE CONSTR4UCTED BETWEEN THE EXISTING TREE LINE AND THE EDGE OF
~ 45' FROM EDGE OF WATER 0 PAVEMENT ALONG THE PARKING LOT. THIS
z ~ t5' MUST BE DONE TAKING CARE NOT TO REMOVE
30' ZONE ONE ~ 2 ~ 2' 4' 2' 4' 2' ANY EXISTING TREES OR PARKING SPACES.
~ 22' 20' 6' 6' - 6' '
i ~ 1. CONTRACTOR TO VERIFY ACTUAL WETLAND 7. SAVE ALL PROMINENT EXISTING TREES PLUS APPROXIMATE
o BOUNDARY IN THE FIELD PRIOR TO CONSTRUCTION EXISTING TREES AS FLAGGED. IF JUDGMENT IS Y ~ ~ ~ ~ EDGE OF
OF BOARDWALK. WETLAND LOCATION WILL REQUIRED, CONTACT DESIGNER FOR FIELD z w w ~ ~ ~ PAVEMENT w o
° DETERMINE BOARDWALKS STARTING STOPPING ADJUSTMENT. m ° ° ~ ~ / J i ~a - o_~ J o_ ~ J
LOCATION. w w o o ~ 0 0 00 ~
8. ALL STORM PIPING SHALL BE HDPE DBL ~ o = w ~ w = ~ 0 2. ALL DISTURBED AREAS TO BE OVERSEEDED WITH WALL-SMOOTH INTERIOR UNLESS OTHERWISE Y Q d ~ ~ ~ z ~ z LONG BRANCH
~ w ~ O O ~ APPROVED MIX. NOTED. w w N N U iv ~ PARKING LOT
° ~ o PAVEMENT
O / ~ 3. WETLAND LOCATION DELINEATION BY S&EC DATED 9. ON ALL STORM PIPING, BURY INVERTS ONLY AS ~ w N REVISION DATE DESCRIPTION BY APP
o g gg, NEEDED. ~ ~ / o
° w TRAIL FENCING CAPITAL AREA GREENWAY SYSTEM DESIGNED GLA
~ T P RAPHI R NWAY INFORMATI N PROVI ~p• CMP PIPING SHALL HAVE ASPHALT COATING INSIDE ° 4. 0 OG C & G EE 0 DED 0P
U BY THE CITY OF RALEIGH, DATED 7/98. AND OUT WHEN DESIGNATED (SEE SPECS.). =N DRAWN N~%~p RALEIGH NORTH CAROLINA
~ N 11 • ALL PROPO R A APPROX. TREE ~PPROX. TREE LINE
~ 0 5. LOCATION OF PIPING FOR DITCHES IS SED CONC ETE W LKWAYS, ASPHALT WATER ~ ~ APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY TRAILS, ETC. WILL BE CONSTRUCTED TO EXISTING CHECKED GLA
- N LOCATION & MATCH PIPING TO DITCH CENTERLINE. GRADES.
~N ~o APPROVED GLA
° 6. TOPOGRAPHIC INFORMATION PROVIDED BY WAKE ~N T
COUNTY GIS AND IS ONLY GENERAL, ALL J LOCATIONS AND FEATURES SHOULD BE FIELD
JO ~ VERIFIED. AT LONG BRANCH 50' 25' 0 50' 100' SUBMITTED GLA
rt HAYLS, SLAY, MA I I LKN & MA I I LKN,ING. SCALE COMM.
Not To Scale r AS NOTED NO. 7522 ARCHITECTS -ENGINEERS -PLANNERS
C D o FINAL DESIGN-NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE SHEET L03
rt~ J .u MARCH, 2001
•J ~

x2 1.0 / / /
x / TLANDS x / 199.2 / 93.6 \ /
/ x / I TALL BOA WALK 15 DPE P~ A i / ST. AL CATI / INSTA STANDAR TAIL i
2ot.s ESIG BOARDWA /ASP N W/ AILING ~RDWA /ASPHAL DES IN ALL ' \ ~ CA •
THIS TRAIL T ANSITIOP SE ON B (135 E SEE TAIL JL T ANSITION / TIONS \ ~ U ESS 0TH IS NOT
STA 5 +40 AND A 7 TAIL 3 ' E • o ~ ~ ki~PE~L E IN EE DETAIL
N 5 8+ -SEE TAIL u R THIS S ION D IST~WA LOCATIO \ \ Des ~ ~
/ BOAR 4 7 p DWA USE EI H U27 / °
~ PILES 0 ALT: F-1 R X27 X27 X27
ALT: 2
/ ~ .23A \ x 194.4 ,
/
01.1 / / 2500 BOARD LK/ASPH / ;ate .
/ TRAI / ( RANSITIO - \ ~vf.
SE DETAI 9687 L
/ / / 27 K TURN- OU - - - - -
/ / U K TUR -AROUND ~ / SEE DET \ _ _ _ - - ro
/ ~ - - / EE D AIL 5 ~ / n9 2 5 x D26
• / D2 x \ ) ~ - 19
/ 195.7 p - ~ 11
/ / 203.7 1 ~ ~ ~
/ ~ / / / /
x II j ~ /99.8 / KEY MAP
60 NO SCAL
/ / i E
/ \ / ~ -
/ INS LL TRAIL / / / ~ SIGN W/ / -
E RA STON ASE THIS / ECTION B EN STA / / - - g
~T C 51+2 - 0 A STA 53 0 - 20 ~ / ~ BO RD - SST DARD i CLEAR A REMOVE ~ x 4.3 /
~ S „ / ANDARD / EE D AIL / _ c BO RDS 4' .C. DEBRIS ROM EXIS x ~sa.s / . - SE T IL CHA LS FOR x 195.7 / ~ OR m EXIST SS
/ / LARDS ® 0.. ~ . - - - ~ i MANHOLE s PO VE DRAI GE. /
/ SE DE / - 25p / Ji ~ - - - S D ALL DI REED REED ~ - ' ~ TRAIL EDGE
/ / / ~ / ~ ~ / / - o - EAS W / / PEC IED - ~ i ~ ~ PEC IED / / /
741 ~ ~ / / _ ~ ~ GROUND VER MI E - R MI E TRAIL CENTERLINE
' / ~ / ~ SEE ETAIL - / , L ~
15 HDP PLACE IN XIST. LE EM 2s / / / TRAIL SHOULDE R ss
SWALE OCATION. DE M T. / TRAIL ASPHALT
i ' C S,F6 OSI ~ / / f G. / _ ~ - ~ / CRO
/ ~ SSWALK
/ ' / x ~ / a. / 8 i - / / NO E CITY F RALEIG ~
(554 / ' ~ TRAIL PIPING N T ACQUIRE
x 200.6 / ~ ' 193.6 / ~ ~ DDI ONA A~EMENT TO ~ x's3.6 ~ FILL I GAPS B BOARDWALK
' / / / ~ EN x ~ ~ - GREEN Y LOCATI S. - .~4
/ / PARKI / _ .yea _ EXIST TOPO
/ / ~ oz. AR / / PAR G
/ / / EA P / / ROPOSED TOPO
/ / ~ / / x isa.7
J / / / i / x2s9.~ SPOT ELEV.
/ / x zoo. ~ --H--- / ,2+0o STATIONING
~ / / / /
/ ~ / / / / / / PC=13 / o ±os.19 POINT OF CURVAT o / URE
3.1 ~ ~ ~ 5A / i STAT OF OLIN ~
/ ~ 2.56A / 2 PT~15 POINT OF .9 ~ TANGENT x
/ \ / _ SF-SF- SILT FENCE
5 ~ ~ 2500
INST L S AND AIL ~ 297 tss.4 x / p 99.4 ~
D / GN IN L k OCATION / LESS 0 s~
WISE NO / / SEE DETA ~ / PA ING i
~ / / / x / 2 .5 EA ~
26 / / i / / / ~ / / /
/ x202.4 PAR NG ~ / / /
/ / EA / ~ / / /
~ / ~ / x / / ~ / PA 2o1s zo3.7 ~ , ~ i A ~ RKI - ~ x ~ ~
i
° / ~ / A A ~ ~ / / EXI GREENWA ~ /
/ / P KI
~ c0 ~ ~ 15 2o2.z ~ / / ~ x zo3.e ARE
~ / 3.8 / ~ ~ ~ IY RA GH x 199.5
/ice ~ 124 / .4 x / /
i ''i ___.1 6~
x 9[11 C
/ ~ ~ \ ~ / \ /
i
' E TR ~ GE S 20,.9 D x
D4 (0.75A) PARKING ,200 '5A)
i AREA
x 2 .6 PA ~nyl G ~J ~IG
/ 2- , ~ AREA .A x zoo.z '
~ ~ 108 P 3065 a ~ / ING x200 P 2 P ARKI ~
~ 9 KING / AREA U ( x 205.3
AREA A A z \ i
o \ i PARKING
o ~ o PARKING N / AREA x zoos
AREA ti
PARKING
126 A REA
c., 1. CONTRACTOR TO VERIFY ACTUAL W ETLAND BOUNDARY IN THE FIELD PRI
OR TO CONSTRUCTION OF g. m BOARDWALK. WETLAND LOCATION WIL ALL STORM PIPING SHALL BE HDP L DETERMINE BOARDWALKS STARTING E UNLESS OTHERWISE NOTED.
/STOPPING LOCATION.
2. ALL DISTURBED AREAS TO BE 9. ON ALL STORM PIPING BURY I 0 OVERSEEDED WITH APPROVED MIX. ~ NVERTS AS NEEDED.
3. WETLAND LOCATION DELINEATION B 10. CMP PIPING SHALL HAVE ASPHAL 3 / Y S&EC DAT T COATING IN
ED 9/98. SIDE AND OUT WHEN DESIGNA TED (SEE SPECS. SEE SPECS.). REVISION DATE
° 4. TOPOGRAPHIC 11. ALL PROPOSED CONCRETE DESCRIPTION BY APP
& GREENWAY INFORMATION PROVID WALKWAYS, ASPHALT TRAILS ETC W ED BY THE CITY OF RALEIGH DAT .WILL BE CONSTRUCTED TO EXI ED 7/98. GRADES. S ED TO EXISTING DESIGNED GLA CAPITAL A
5. LOCATION OF PIPING FOR DITCHES I REA GREE NWAY SYST EM
S APPROXIMATE. CONTRACTOR SHAL a MATCH PIPI L FIELD VERIFY LOCATION & DRAWN NC
NG TO DITCH CENTERLINE. J RALEIGH, NORTH CAROLINA
a z 6. TOPOGRAPHIC INFORMATION CHECKED GLA
" PROVIDED BY WAKE COUNTY GIS AN D IS ONLY GENERAL, ALL LOCATIO AND FEATURES SHOULD BE FIELD V NS
ERIFIED. APPROVED JLM
7. SAVE ALL PROMINENT EXISTIN
w G TREES PLUS EXISTING TREES AS F 50' 25' 0 50' ~ SUBMITTED „ 100
RE UI LAGGED. IF JUDGMENT IS " Q RED, CONTACT DESIGNER FOR F IELD ADJUSTMENT. 1 =50
NAYES SE AY MATTE RN & MA TTERN INC. SCALE
FINAL DESIGN - ~ COMM. NOT RELEA ARCHITECTS - SED FOR CO ENGINEE - 1 50
NSTRUCTION RS PLANN N0. ERS 7522 RALEIGH, NORTH CAROLINA DA
TE AUGUST 19 SHEET 9s L5

~ \ N
CAPITAL AREA GREENWAY SYSTEM
o/
,,q o ~ q
loos l Rp 1yR P so
f Q'
/ ~o
loos
IWANIS PAR o ~ - ,,o,
T o
I Ta
~ ov Rq~F
2oa0 + 2
Prepared For: ~ Prepared By:
CAROLINA RALEIGH PARKS AND RECREATIO i 222 WEST HARGETT STRE ;REATION DEPARTMENT =o ~ HSMM
'T STREET, ROOM 608 1305 Navaho Drive, Suite 303
\ 9 P.O. Box 590 Raleigh, Norfh Carolina 27609 FIFTY YEARS
2" RALEIGH, NORTH C T~¢~ ~ ~ CITY OFF I t~oRS~~~s \ o ~P \G w ~RTH CAROLINA 27602 HSMM Commission Number: 7522
DATE: AUGUST, 1999
OFFICIALS
PAUL C. COBLE
G~aa MAYOR:
~9 r.
2072
DEMPSEY BENTON
01 CITY MANAGER:
tp ~ 29s
r~ ~ ~ ~I~
CA4pL \ \ JULIE SHEA GRAW ~~~~j~~
20 2 VICINITY MAP - RALEIGH, NORTH CAROLINA COUNCIL:
MORT CONGLETON
KIERNAN J. SHANAHAN
JOHN H. ODOM 2
JAMES WEST ~ ~Q.,,7
W. BE SON KIRKMAN /
MARK SCRUGGS
PARKS & RECREATION DIRECTO N IRECTOR: JACK DUNCAN
~r CAPITAL AREA GREENWAY PLAN r b PLANNER: VICTOR LEBSOCK KEY
G -GENERAL
L -LAYOUT
C - CIVIL
D - DETAILS
r ii I o
~ KW
SHEET INDEX
~ o
L1 COVER SHEET G1 PLAN & PROFILE - KIWANIS PARK C17
EXISTING CONDITIONS G2 PLAN & PROFILE - BIG BRANCH C18
~~!i o
EXISTING CONDITIONS G3 PLAN & PROFILE - AL SMITH BUICK C19
L2 ~ ~ 4 EXISTING CONDITIONS G4 PLAN & PROFILE -WAKE FOREST RD. C20
EXISTING CONDITIONS G5 PLAN & PROFILE - LONG BRANCH C21
~ ~ L3 SITE PLAN - (1"=50'~ L1 PLAN & PROFILE - INDUSTRIAL DRIVE C22
z L4 ~ SITE PLAN - (1 "=50') L2 PLAN & PROFILE - UNNAMED CREEK C23
SITE PLAN - (t"=50') L3 PLAN & PROFILE - CROWN PONTIAC C24
L5 L6 Capital SITE PLAN - (1"=50') L4 PLAN & PROFILE - NIC C25
SITE PLAN - (1"=50') LS TRAIL DETAILS D26
v ~ ~ ~ Area
SITE PLAN - (1 "=50') L6 BOARDWALK DETAILS- D27
~ i Greenway SITE PLAN - (1 "=50') L7 RALEIGH DETAILS D28
SITE PLAN - (1 "=50') L8 SOIL EROSION DETAILS D29
° SITE PLAN - (1 "=50') L9 FOOTING DETAILS (ALT: F-1 & F-2) D30
~s 0~ SITE PLAN - (t"=50') L10 FOOTING DETAILS (ALT: F-3) D31
SITE PLAN - (1"=50') L11 MISCELLANEOUS DETAILS D32
10 SCALE ENLARGEMENT -ATLANTIC AVE. U 2 OVERLOOK DETAILS D33
20 SCALE ENLARGEMENT -CROWN PONTIAC U3 ATLANTIC AVE. DETAILS D34
L10
20 SCALE ENLARGEMENT -CROWN PONTIAC L14 CLIFF DETAILS D35
i 10 SCALE ENLARGEMENT - YONKERS RD. L15 CROSS SECTIONS-CROWN PONTIAC D36
10 SCALE ENLARGEMENT - RALEIGH BLVD. L16 BRIDGE ABUTMENT DETAILS D37
Lll `~~r t~
r,e "
KEY MAP - CRABTREE CREEK FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION G1

.

x nay ~ Dy. i I III I ~ i laua~u~a 2475 ae ~ PIRKING
i v i I it I I I~ ~ ~ ~ ~ ~ I I '1 ~ - GjL18HE'CH~SE Ili ~ III ~ t 11~ / ~ GENERAL NOTES
1 ~ _-"=~eT~ III ~ ~Iil~i' I ~ ~ ~ v ~ ~ ~1 I I 1 ~ ail - ~ 11
~ ~ ~ - III I II' ~ ~ x 1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.
~ ~ ~ ( 1 I ~ I I III I / ~I 1 1 ` w ~ I I~ III ! ~ l% r~5 ~ q
I i - ~ ~ i Mill ~ , ~Il 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR. p 0.~4l1 1005 ~o
A I i 1 / ~~op' 8
~v . ~ V r , i ~ i 1 ~ i ~ ~ v ( I f l l~ j ~ I ~ i ~ ~ A a 3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. ~
~ . ~ ~ ` I I I I ~ ~w w, I ~ ~ I 1 ,6 v v. I V ~ I . ` 1 ~ I I I I I I I J ~ 4. CO TRA T I N C OR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
v~ v~ ~ ~ I ` i t l I / / PMKINC I . ~ ~ ~e ~ ~ l I PMN~NG ~ A~ ~ ~ C / A ~ ~ I r I l r / Aar , ~ / _ _ _ OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
~ ~ ~ RESOLVED PRIOR TO CONSTRUCTION. ,
.A°C' . I A ~ x.~ ~ , I 1 ~ 7a. ~ . ~ ~ A ~ ~ I I i I / ~ / , ~ ~ I I P~ / 1 ~ ~ ~
r' 5. STATIONING IS APPRO. MATE. CONTRACTOR SHALL VERIFY ALL STAT I r ~ _Xl ION NG AND
A ~ ~ ~ ~ I II I I PARN#~c I ~ I PMK~NG rrakiHG max.. ~ i / ~ I l . A~ A ~ ~ I I I l l ~ f i ,w~ ~a~ RU . 0 1 P~ ~ / I ~ l Krx~ws ~ ~ ~ v ~ I I I l l ~ l i x ~ CkER _ I x.. / / I / / / ; r ; ~ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO
~ _ PA?Y \ \ ~ \ ~ ~ ~ ~ \ ~ I ~ I I I U ~ II I ~ _ _ l PMKiNG Br0 Pk90NC I 1 1 ~ / / ~ ' ' ~ ~ CONSTRUCTION. zz» ;~r
\ e. ~ ~ I I Zdi 1 l PIRKING ~ AAEA AxPA ` i re, / / / 1 I r ~ i i ~ , 6. CONTRACTOR SHALL MAINTAIN A AB V N LL 0 E A D BELOW GROUND STORM WATER s~8
~ ~ ~ A ~I A ` ~ V li m I 1 i ~ ~ I ~ s • ~ i / ! i d.. ` ~ ~ ~ . ~ ~ I I ~ , I ~ / J ~ \ ` ~ \ ~ I `I I 1\ ~ IS PARpNC /l I / / i. ' / x ' DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED ~g~ ~
i' / rl ~ vA / l ~ vm ` i~~ ~ ~ lI P~ ~ ~ ' ~ SjR~ sm " • i / ~ ~ I A 0 / ~ ~ l l 11 Q \ ~ INDIXm 1716.1 \ \ ~ I ~ / J ) I / `1 • I i I 404 ~r , , OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE
11 I rro i ~ ~ ~ 1 ~ ~ I ~Vt I , ~ I P/A I ~ ~ ro • 36 ~ II ~ ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDIT104v PRIOR TO a° u' ~ DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 2-72 1 b
v ~ -aev ~ ,~~i-~, - r,~ ~ I I I 1 \ ~ I ~ eAxioNC I / / ~ 1 I ~ ACCORDING TO DETAIL. ~
~ ~ ~ / , ~ ~ ~ _ ~i ~ ` \ ~ ~ ~ ~ i I 1 ~ ARFA / l l / P~ I ~ I ,ice i,~~.v - - ~ ~ V i t ~ AL/~I1H ~UIC i j I x..~ I 1 Il j ~ ~ ~ es a „ ~ rr9 c?Q' z ~
_ i- 1 ~ V~ ~ 1 A t l J i / / I / ~ l ~ 1 AEI ~ ~ l i l 11 ~ x / I I , / I PAngxc x ~ / I / 1 ~A I ) 111 ~ ~ V ~ ~ P /JffA / 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN EXISTING EASEMENT.
. ~~i ~ f ~~v ~ ~ I I I l \ , a ~ 1 I i 9 1 ~ I . A / V A ~ ~ / i i P,~
~i; i~ ~ ~ ~ . ~ ~ ~ I I i 111 ~ ~ ~ /lP~~r~ i I I - t ~ ~ ~ / ~ - ~ ~~tg ~ ~~v ~ i ~ I 1 111 P~ ~ ~ ~ ~ m.o / I \ I ~ I . ~ l ' ,'P~" 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS VICINITY MAP ~ r
, r , v~ r~ ~V 1 II \ L ~ ~ ~ ~ / l V I I / I ~ PNOfING 1 xm , CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
-~wa~~~~rm- ~ \ / , I ~ '~Il 1 ~ v 1 i ~ ~ _ ~ _ ~ ~ i ~ I I 1 x- 1 ~ i ~ 7/~ ~ ` ~1 ~ 1 ~ ~ ~ I x" OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. P"Po(B!G
' I / x,~ I \ V / PAR)tlliG , P NlFA
I V ~ A l ~ I - / I V I ' ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND r moo ~ - ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
~ 1 ~ ~ I t / _ ~ I t ro ` ~ / / ~ 1 1 ~ ~ ~ I ~ 1 ~ I l~ AI ~ v ,_I / ~ ~ ~ ~l 1 I ~ ~ . \ O / ~ ~ VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
~1 1 I 1 psi ~ ~ A~ ~ ~ ~ '0.V V~~ ~ ~ / ~I / I I i ~ x.. \ I / 1 ~ ~ ~ ~ \ ~ V.~ ~ PAAI{ING ~ AL SMITH BUICK j P~`~ ~ x" TO PROVIDE 8' VERTICAL CLEARANCE.
l v , i I 1 I ~ ~x ~I~, ~ ~ r ~ ~ ~ ~ ~ , v ~ r~ i r r
r ~ ~ I I I s ~ ~ ~ ~ l ' " -I~~' ~R { ~ i~ / I---- xw ' 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR. PARKING
1 ~ I ! / I ~ / / ,a it 1 f ~v~ ~ ~ ie olyf ~e.~a I I / / - U i V A ~ ~ rHearc ~ / ~ ~ Iwo~xm o is
~ 1 A ~ / ~ I ! JI / vv vv _ ~ ~ v I i I r v _ 11. CONTRACTOR SHALL PROVIDE STORM WATER TAIL DITCHES" TO PROVIDE POSITIVE
~ / / / i ~ v A\ / ~ o . ~ ~ SPA--` DRAINAGE AWAY FROM TRAIL. SEE DETAIL. `
~ 1 / /l ~ . l I ~ 4~~ ~ - v v I ~ 1 ~ I , AAA ~ x.,. r x., ~ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARD . S
I ~ i r 1 1 ( \ I ~ - I I _ j I ~ / / ~ / _ ~ ~ ~ ~ ~ r PARaw Pumwc _ PARpNG - PARKWG / PARK \ AREA
~ AR~~xJ 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE u ~ , -
` 1 ! I ~ A ~ 6 ~ 11 I ~ ~ / / . ,a w ~ ~ ~ ~ ~ _ /I / ~ CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
, I .20 ~ ~ \ ` J ' ~ ~ v n K ~ ~ _ aA r rnx 1 1l awe !
~ I ,--V~ ~ ~I A ~y ~ PA~gI@~G / I n" r' r X.. ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS N ~ I Pnmiryu _ A D EROSION CONTROL ~ ~ MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
f ~ ~
P>~ ~ I ~ ~ = ~ t ~ ~ v ~P~xc tom, ' ~ I A. ' - _ ~ , ~ A~ , P,vm~ 22 / PARI(ING ~ ~ I lP/A _ II- ~ ARG ~"G~;' ' - 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING i , A~;rA
+xPA ~ 1 ~ , dp ' ~ r I ~ I 1 C~ I/ z~ ~ ~ m4 ~ i 11 l ~A ~ - / r \ ~ ~ REEK ~ - - ~ ~ ' SCHEDULE. ~
, ~ \ PARIGNG r
J P/A \ lJ KINO ~ ~ - P,~ ~ r' 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
l / / / i ~P,waNA m ~ ~ ARfA . I l - ~ \ ` ' STATE C UNTY A 1 ~ ~ 0 ND LOCAL CODES.
, P~waxcl. ~ ~ a.. a ~ ~ i ~ v , ~ _ / ~ ~ / I : ~ ~ , 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
w V A ~ I . I I ~ ~ V ~~p ~ ~ EQUIPMENT ETC. THAT MAY BE REQUIRED.
Ll ~ v 1 ~ i ~ ~ Pumluc .
~ / I„ ~ ~ ` ~ I / ~ may q ~ ~ ~ 1 ~.1 \ P I . / / \ PAAKI U V. \ \ ' r~ c~0v,\"` 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEM IN /,r r~q p ~ ATIC NATURE AND
t/ l/ ~ I rpm 1100 ~ \ \ / I I LW \ AREA \ \ ~ 1 1 / \ ~ PhRgNG i ~ ~3~ \ ~ / ; ; . ~ DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED `.~;'Z i~,' FOR A COMPLETE AND WORKING SYSTEM.
PAAK~NC ~ I ~ 1 ¦oo ~ ~ aAwom I i . A `v. u~t ~ / ~ •r A ~ F; w ru ~ . v~v ~ ~ r ~ - ~u
PIA / ~ 1 ~ • ~ , ~ 4 \ / P/A / ~ PARg1iC - I ~ I w St ~ ; , o ~i *r ~ ~ i 19. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTIC~d MEANS
~ ° AND METHODS A I
- ANFA Sp 7000 r ARFA sN ~ _ `~PARItlNG ~ / ~ , ~ P moo ~ \ , ~ SSOC ATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. ~
I MFA / f' ~ I fk ! ~~nr 11 ~ • P~'G 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
' ~ ~ ~ ~ P/A / ~ / l i ` Iql ~a, ~ ~ ~ BY THE CONTRACTOR DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
x nu P/ ~ l ~ - ~ ~ " J ~ 9mo P^FffA I PAPEA r r , % ~ / ~ / ~ ~ ~ m, ~ I ~ w 'as ' \ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRA ° ~ , ~ Ff CT N ip ~ f ~ ~ ti ~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER S
i / ~ 1 t ~ , x ~ ~ ~ ~ / 2AP~ l ~ I j PNtKWO ,p I , • e4a ~ C~ ° o - REPRESENTATIVE.
\ , r ~ ~PMaNC ~ ~ ~ I / ~ A>~n / ~ ~ ~ I ~ x a re.tt i , / ~ Il ~ l PARKNG , ARFA /
~ ~ x.. ~ / i 1 ~ 1 ~ / ~m x.. ~ ' 21. THE CONTRACTOR A T TI P T SH LL, A ALL MES, KEE HE PREMISES FREE FROM
x ~ , ~ ~ f I w PAS ? ~ a PA~~~ 1 ~a Pu~anc ~ ~ 1 • ~ P~ ~ ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM HIS EMPLOYEES
~ ~ ~ ~ ~ U PAPFA P~ PAP1GN01m P' ` _ r x A~ d PAPoONG mn P/ , r ~ ~ OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT. qEA Aj ~ ~ A ~
. ~x i 1 i 1 4 ~ ; ; ' ' 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
V~~ I I~ (~C ~ laaV 8 i 1 ` r ~ P/" ~ PRE-CONSTRUCTION CONFERENCE. , rl, r
x f~ ~P'`~N6~ I I ~ ~ P,vnaxc ~ , a. ~ i / P,waxc I ~'wcn I~ I •av III v i Promo I I E I 5 ~~/l j ~
AAU , x' l I ~ ~ I\ PMpNG~~~ °1 I~ I ~ I I i / A~ _ II ~ , ~ ~ I P,~G ~ , , 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE ARE
_ _ - PARIGNG ~ k f e I ~,f ~ ' ~ ~ ~ BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
_-p~p 1 ~ ~ a ~ IX 7em vx ~ _ / ~ I1 Im 5~ ~ FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
• PARKWG ~ ~ I ~ ~ ~ PAANINO A• I ~ ~ SHALL BE REPORTED TO THE OWNERS REPRESENTATIVE IMMEDIATELY. ~G moo
• ARU I ~ I ~ A~ ~aq ~ M d ¦ x PAA~ o~ _ I " ~ _ moo rnu i ` ,moo x., ® I
e{ t~ ~ ; ~ ` x NOTES:
(d y I I ~ m v x• ~ PIfJ(tNG ~ PMgNC 1 7000 l ~ /1;
1AFA ~ ~ AREA PNIXING I ~ EM / ~ ~ AAFAM/Id(ING m~u ~ r _ ~ ~ , ' 1. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE ~ h ~ ~
V , g ARFA 7000 c / / ~ ~ If0 _ / r , _ ~ - , CITY OF RALEIGH DATED JUNE 1998. - ~ ~ °«o
i ~/A / ~ ~ N 13 P~~ n 1~ / ~ ; 2. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
?ra ~ M ~ PARgNfi ,-r e ~ l ~ / it i
PAFI•!C / AAFA 1100 / , g c ~ / ~ t / ~ ~ ~ rl / ~,,~/,~'a,
~ I PAAUVC i ~ ( / ` ~ p ~ ~ ~
a ~ I ~ P L A / ~ .C \ ~ ' p i ~ ~ A ~ x Y ~l x ~ ~ / I ~
U maW \ 1 • moo I PAPo(I g/ moo (a+W I 1 I V A ~ _ sa ~ ,fit mm~ ~ ~ % , ,
Z ~Y, 1 1 ~ ~ ~ i
O O / ~ '
O N - ~ 8 I ~ ~ ~ ~ am
C~ )
EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICE AINTAIN DEVICES AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP BROUGHT UP TO FINISHED GRADE WITH VEGETATION, REVISI ON DATE DESCRIPTION BY APP
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC.
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL DESIGNED cLA CAPITAL AREA GREENWAY SYSTEM LETE AND ALL AREAS ARE STABILIZED COMPLETELY,
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL IN D IRONMENTAL INSPECTOR.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH, NORTH CAROLINA
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING OVE REMAINING EROSION CONTROL MEASURES AND
MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. '~S' CHECKED GLA
TO BE SEEDED AND MULCHED WITHIN 120 DAYS. m E ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY
CONSTRUCTION SEQUENCE a. WHEN VEGETATION HAS BECOME ESTABLISHEC 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. APPROVED JLM
J 1. OBTAIN GRADING PERMIT. z LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND CO ETION AND COMPLIANCE. SUBMITTED JLM
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS N 150' 75' 0 150' 300'
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 1 "=150' HAYES, SEAY, MATTERN &MATTERN INC. SCALE coMM.
THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. W J ' 1 "=150' N0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G2

r i
! \ ! _ ~ \ GENERAL NOTES
` x 1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO
1 PHCONG x / ~ RIGA / CONSTRUCTION.
~ ~ \ / iW5 o??
PARbNG \ I AFFA ~ ~ ~ q 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
_ _ DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR.
x.. ' x,~ - ,005 e _ b
PAPoGNG 1 C OR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE.
PRFA i r~ i i 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
moo ~ ~ - \ / ~ «u / ~ x~ \I / OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
1 ~ P~ / ~ ' / RESOLVED PRIOR TO CONSTRUCTION. zoos ~
PARKING I x r, ~1/ AAFA f
/ ~ ~ I I 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO
/ 1 1>F.. / ~ ~ , I ~ ~ ~ ~ ~ ~ l a / PMKWG ` - - ~ \ \ \ \ / \ ~ ~ CONSTRUCTION.
/ ~ ~ IN00a:00 iJ ~ I / A A ~ ~ / ~ ( ~ ~ l~l ///l~ I i-'~~ A 2z7~
1- ; _ ,a 1 ~ 1 ~ 1 ~ 1 ~ ~ v v i ~ ~ ! ~ l 9~ L - ~;i/ a Iii e~ ~s~ y;7 'L ~ ~ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER
1 ~ I ~ V ~ l~ T' tp ~ r f ~ x >a PIRgHG 1 ~ 1 I 1 ~ d 1 ~ 1 / V A 1 ~ ~x ! ! aw. / / \ l 1 - / ,ypp / / DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED / 19 ! 4
~ OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE ~ x~ _ _ ~ ey ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO j o
/ PARKItiG t I iNOexm~- 4.59A ! lI / ,~/l ~ a! rwa I I I / ~ 6 1 ~ ~ ~ a x ~I1 / / 1' l ~ 1 x ~S DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND o~
ARq~ X u ~ I I ~ ~ 1 / I ~ 1 KING ~ \ ~ l\ 11 11 ! I / 1 ~ n at S 1-- ~ I x~ I 1 t~s~ ~ PIAgNG ~ - ~ 111~11U~ii I'•! ! V 7 ~ ~ r ro a 10~98A o~ ~o!san ~ ACCORDING TO DETAIL. ~
v ~ 1 A I ~ ~ I ~~a>, AAFw ~ ~ x„„ 1111',~1'1~1' I1~1 ~ 1 / 1 _,'i n 1 7y ~ • x.° A PAAKit~ / ~ ~ I / ~ ~ 111111 1 / x.. 1~ x ~ ~ " 9~ % mu ~ ~ 29 B ~ 9300 j I ,
V `1 x.. I ARU ~ / 1 / - I PARKING ~ 11 ~ ~ VIII i ~ d° a l ~ ~ 1 ~1 l I / I 1111II~ ~J ~ ' I I 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN ~ , ~ I EXISTING EASEMENT.
P ~ / ~ / x\ I I & l~ ! x„.. ~ I lll~ ~ / MM 4 x - t 1 ~ B l ~ P;wKiNC ~ / ~ ~I , ~ ~ ~ /'/'i %'99p Puawc ~ 68A ~PlA1fPRF ~ I ~ / PIAKING ~ 1 I i l ~
1 I ~ / /'M' 8 a~+ lx 1 1 . / ,uun I 111 /////I!//////1 ' ~ L i~ ~ ~ , / ~ / ~ / , ¦r / 1 ~ A H1 I / i V ( 1,~/~ I I I -_I / / / ~ I/ a_zw 1 ~ry 8 V / ~ / - x., h ~ ~ ~ 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFlED ON THE PLANS AS - - ~ ~ ~ VICINITY MAP
/ I ~PU+xx~c V e ~ ss / i II i 1 x '~7 ~ I / ! /l1~ ll ~9 1 4A 7 S I i ~ 1 / ARPn `2~9 / ~ \ ~ 1l 1 / / ~/~ll ~ ~ ~ l I 11 I ~ CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
1 / / ~ ~ \ l ! T • oEim ow ~ l ~ 1 ~ ~~l III ~I II / / l / l// I ~ ~ 1 / / ~ - _ ,a , :ate v I vis.Ie ~ - ~ ll I l/ I / I I / t / j - ~ .PMT - ~ II l l 111 i l °r ~ i rxFa l ~ _ _ ~ ~ OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. - ~ ~
~ ~ PARKING ! ~ ~O yy~~"~~ ~ ~ \ - 11 l~ 1 ~I / ll /!l / ~lI l / a~ / 'lqj' ~ 1 ~ PPAKING I r \ 1 J I I I ~ ~!/l / / 1 PIRIO ~ 1 ~p A ~ utcn I 111 ~r/// / / A ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND
~ P1AKMlG 1 I zm. 1 I r~u/ ~ x.,4 1 ~v ` 1 _ v x A~ ~ 1 1 mm ~ 41 i ~ ! /l ul 1 x' ~ l ~ ~v ~ ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
~ A ~ zw I ~ V ~ 1 I ,on I / II I ~ ! ll l/l 1 / ~ ` I I • ~ r4. .r, ~ , ~ ~ ~ PA ~ V ( ~ xm /lid 1 III . I - , 1 X.. x"" ~ VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREE S
~ ~ l v PAMRlG ~ ~ i ) 1 ~ / I / l i Ill// "hA / ' ` ~ 1 / ~ ~ TO PROVIDE 8' VERTICAL CLEARANCE.
` / PMIUNG ~ /AFA t, x ~ I 1~ 1 ~ ~ ll ~ ~ l / / ll!l/ x ew / P/A \ 1 ~ .~4 ~ / d \1 W ~ ~ 1 ' ~ 1 I 1 /l /l/ / !Il~ ! / ~ xl l I I
' 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SfTE BY CONTRACTOR. ~
~ ~ Il/ ! / ~WFR ,v waolc ~ \ I 1 i Il~l,g ~,//~//i/ ~ / l ~ x ~ x.. p
~ " / / °ti & ~ ~ ! ~ A 1 I I I P / X ~`~~/r! ll it rARKiNC dl~h ~ u: J / 1 ~ ~ ~ 1 f~llll ~///~/I/ x.. / J 1 ~ .JI. x-. ~ ~ 11. CONTRACTOR SHALL PROVIDE STORM WATER TAIL DITCHES TO PROVIDE POSITIVE ~ _ DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
p~ / 1~ ~ ~ l 1 ~ / ~ ~ I I I...~ it lll~ i //'~/ll ~ / / x.. ~ Ate' / ~ ; a~ / 1 I / ~ ill lir ~ _ ,
~ i 1 V ~ ~ g f l~ ~ a IPanonc A~ I 1 / ~ ~i -/1;11 /j/~' /r I ~ l ~ 1 ( ~ \ 1~ ~ / / I ARFA' I /~Q %1 ~ll,// PARI(INO ~ I / ~ l , so• R ~ ; ~ PARIGNB I ~ , ` ~ ill! ~Igll ~ , ~ l , 12. ALL CONSTRUCTION SHALL COMPLY WITH CITI' OF RALEIGH STANDARDS.
i I ~w \ \ ~ l~/ i . ~ I I I l f ~ / I!/ /f 1 I I I l , aea ~ / l 1 ~ ~ I A / f i~~~ I 1 / l// / ll ~ I / .r
r A\ ~ ~ ~ ~ ~ / PAAIGNG ~ A ~ 1 l~ll ~ / / 1 / ~ 1 1 /x 1 l / II 1 1/l I'~ x., ~ ~ 11 / 1 i1 / ~ - ~ ~ I A asoo I I 1 l l ~ l l s. ~ 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
I i'~~~~ ~ V V III II l~l if l / ~ s 1 l I I I ~I1/~11 II11~lj/ 1 / l ~ / ( / 11 ~ ~ i ~ . ~ \111 ~ ' ~ ~A11AA / ! V ` ~1 ~ Ii I II 1111 Ill I ~ l ! 1 l / (~_il ~ ~ 11 ~1A/ ~ \ /Ill ~ lII/ll~~/ PIR 11 f l CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998. i% ~
/ NG ~ ~ A ~ ~~V ~ A ~ 11 ~ ! r ~ ~ 1 '1 ~ l l ~ A~ Ill ~ / J1k >P 1 / s~ ~ EF ~ ~ A ! ~ i '~//!l~' 1111 ~ I /~l//u~~l ~ ~-I 11 ~ l ~ / ~ I / ' i ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND ~ ~ EROSION CONTROL
I ~ ~ ~ I P ~ ~ ~ / 1~I r ! R 1 - - / ~ 1 , ~ ~ ,~I/~rlll r /,'~;llir~ l l 1 l / / //II - ! ~ ~ l 1 / / l! ~ l 1 / ~ 1 ~ ~ 1 ~ ~ ~ r~, ~ , ~ l 1/ l , / , ~I ~ ~ MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR,
~ - - ~ r ~ l rl ~ / ~1 / / I! l I dr P,Utl(WG , _ , , ~ ~ , A 0~ ll, X111 , 1 y % , , l ~ , dIG. ~ i ,
urEA / All 1l ~ G~ ~ _ 1 --~4 ~u, /;q11 ,,~/~ll~/ / ! ~ , / ~ ! ~ III ~ ~ ~ ~ e !r „ll/ /h~/,/I '~I l ~1 , / ~ 15. ALL DISTURBED AR H EAS S ALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
1 ~ ~ ~ ~ ~ ~ ~ 2 1~11~u111 ; / 1i l~! Mu, 1 I 1 ~ 1 I" I ~ l ~ A ~ l~ ~ O~ 111111111 /l/ 1111 I I I ~ 1 ` ~ ~ 1 ` - SCHEDULE. ~ - ~
~ ~ ~ ( _ ~~1~ _ ~ 111/lll/1 ~l I ~ I I 11 I l ~ i ~ ~ ~ ~ 1 ~ - A ~ - ~ ~ V7 /111 !1111 / 1 ll l / IP~I 1 1 / / ~ 1 ~p~ 1 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
/ ~ _ ~ ~ ~ ~ .~I ti. ~1 ¦ee , ~ ~a~ - Ill ~l7 / / ll l ~ / l utp / / / / ~ I ~ / l A`. ~ ~ 1 / I1llJ1 ~/Jl lll~ / l ~ 1 / V / / ~CIjY'OF \ " 1~--~ ~ 1111/!/ //l/~l// / / / ~ I v / / ~ STATE, COUNTY AND LOCAL CODES.
- - - ! 11~r 11 I /I/rr il, ~ l / / I ~ / ~6 1 ~l = ~u / v~_ r u1 I 1 / , ' ~ ~ ~ / 1, v 1 , / - 1u1 li//~~i, ~ 1 ~ 1 i6 , DTRE ~
1 PEA ~ ~ ~ ~ ~ ' ~x ' t~~ 111j11 I l 1/l ' - ~ ed \ ~ ~ I 1 \~~`~~A a. I/II~111 ~ //~//!I moo-- - / e / l ! /i/i ~ ~~~%i~ 17. THE CONTRACTOR SHALL OBTAIN AN P Y F R ~ ~ , D A 0 ALL INSPECTIONS, CERTIFICATIONS,
I ~ ~A - 1 lull l r// /i I ~ I I 1 / / I /iii ; m ~ ~ ~ ~ I I I ~ / / ea / 1 j ~ ~ ~ ~ ~ ~ , ~ , _ Vv A O _ r'i i _ I ~ I / ; EQUIPMENT, ETC. THAT MAY BE REQUIRED.
1 /r//i'i ~n ~ _ i / 0 1 / / / ~ ,--1 l - - 1 1 \ ~ ~ / 1 1 ~ 1 / / 111
/ 1 - l / l/ 1 y ~ ~ ~ ~ o ~ ~ v ~ I I I . / I I l ~l 1l1 ~ ~u ~ 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND ~ ~ DO NOT SHOW EVERY OFFSET TRANSITION FITTING ETC. THAT MAY BE RE UIRED
~A / N ~ ~r ~ Y ~ ~ e l / I I / ~ I / - / ii' ,r~ ~ ~ ~ Q ~ PANG FOR A COMPLETE AND WORKING SYSTEM.
~ ~ / 1 PvaGNC ~ 1 ~A ~ ~ Irmiy~n f~t51'+'~ ~ i c' ~ ~ ~ l ~ I / l / / / ~ l / /l / ~ b n
~ / ~ ~ ~ \ ~ ~ ! , ~ 1 111 ~ 19. THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
PA ~ I ~ ~ ~ % AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
~ PARwn~c ~r-' / ~ ~I , ~ ~ i ~ ~ r / I I l11/l Sao-' / /ir / / np ~ , , PrRaNC x.. ~ ~ ; . _ ` ~ _ I 1 1 J ! ~ / //ii i
I \ - - '4 _ ~ ~ 4A ~ ' ~ ~ ~V ~ ~ 1 / III !1 A ~ ~~/o/i~ /I 20. IF DEPARTURES FR P OM THE S ECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
~ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
I ae \ Flea/ / \ ~ ~ I N ( I ° / j', ii ! 9 as / = ~ ~ ~ I / , ~ /i - I / / / ~ v v 1 t, ~ - - i 1 x~. - / / -nr \ 1 ~ r / s - DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF 1HE OWNER'S
/ Ax 8 ~ ~ ~ /1 ~j 1/ll I(/ ~ ~ ro ~ ~ ~ ~ ~ ii REPRESENTATIVE.
/ i i i ~ A \ _ / I / / l l l l l 1 1 / ~ ~ ~ ~ ~ ~ ~ _ ~ OF RALEIGH ~ ~ / 'pi" \ V ~ ll llll l ///l////(l llll PEA ~ ~~--•~~A~ ~-~~i / / , ~ aro I / ! ~ ~ / ~~aa`~~ -11111 /11 l / % l/1l /1%1111 / ~ I ~ ~ ~ OF RALEIGH ' 24 ~ !~4
~ ~ mo 1 / 21 ~ - i ~ ~ ~ ! I ! 1111 1 l 1 / l11 / 1 I I ~ ~ - kr ~ ~ I 1 ~ I / i - ~ ~ ISM" ~ x'G !1 1 1 / l u ~ ~ ~ , 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
~ ~I ~ A x eu , , tl ~ `m ~ l~/!j r/ l/ l l1 jl~ll / 11 / m°° i m - _ _ ~ I ~ ~ I ~1 \ B~ ~ ~ , / ~ ~ l - ' , / l l~ 1. l l~ 111 I, / / / 1 l ~ ~ ~ v ~ ~ .moo/ / z ~ - ~ a t! l ~ nr 11~~ 1.361 I - ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL 8E REMOVED FROM THE PROJECT.
v.,I~ ,1 ~ 1 I - ~ „'/;;/l / /l ur! I/d! Cr m / I ~ ~ I a, ~ l a~ P~NG 1 ( ~ ~'16Y - _ _ - PARKING / 1 i~ P/RIfNG AREA / i
~ aon / \ . aaoY 1 ~ ~ - ~ ~ / i, l/ ll l~l I/ „ l ~ ` , / 1 / ~ ~ - • 1 I I ~ ( p \t n ~ - _ - ~ - ~i/i r IIII f~n~ v l / ! 1~ ~ I ~ / L ~ ~ - ~ ~i~ l 111 l1 1 ~ ~ ~ ~ ~ l / ~ / i- ta~ ~ ~ ~ ARFA ~ / ~ I', - ~ 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
I / g 1 1 V ` / ~ ~ - - _ ~__~/~i~/~~ / /!111 1111111 I ~ Pua~HC l I ~ ~P ~ ~ - I \ _ IIII _ _ \ i, ~i/il I! I J ~ 1 l ~ uw ~ ~ I , ' PRE-CONSTRUCTION CONFERENCE.
,flu. moo ~ 1 - vim'- / ~ ill --'PUxiRC ~ ~ / ~ 6 / ~ 1 to ~~h. 23aQ ~ 1111 \ ~ ~ ( 1 ar_ ~ / / / ~ 11 III 1 - ~ 1 soe i Q ~a ,d? 80 ~ v 1 / I I ~ I sw ,
x v \ 1 1 ~ ~ / - /r/ / / n 111 v` " ~ 1 / ` 1 , , p ~ i I~ ~ ~ 1 / _ / I I II 1~~1 ~ / ! ~ n~+ 1 I r ~ ~ soo 2 11IMn'"t"'1 I 1 I I / I . / II II11 111A A I 1 ^ _ i I II 1 1 x.. ~ . - " 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
as S it ~ ~ I I aaW ~ A~~- ~ r / I 1j I~i 11 I 1 1 ~ i~ ~ / b~~ PAANING ~ I 11 taw \ ~ +Y. ~ I 1 I i / e , ~ fare ; / i 1 1! I ~ I ~ I 1 1 ~ ~ ~ B / / r ~ ,wEn 'f' I l 1 S v~NC v ' BAS D NTH THE CONT A T R E 0 E BEST AVAILABLE RECORD DRAWINGS. R C 0 SHALL VERIFY FlELD CONDmONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
~ 1 I ~ a~ ~ 1 1 1 1 '4~ ~ ~ v ill • I I r 1 ~ 1r ~ ~ ~ ~ ~ v / / 1 / 1 1 1 1 ~ "wf" b„ v ~ 10° me ,y. ~ I I ~ 1 1 I 1 ~A t l l / !11 ~ll ! 1 ~ I I ~ ~ ` l P~ 1 o I r PARIGNG I rAdaG I ~ ~ SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
2aa g~ I I ~ I I C I ~ ~ I r r l 1111 ~ ~ ~l - ~ / I 1 ~ r ~ ~ x..
~ c ~q\ \ 1 1 1 ( / / ll I I 1 ~ ! WSW x.e~~~~ 1 r I r 1 ~ x, 1 ~ ~ 1 ~ 3~ 1 ~ I x 1 / ll ~ 111 I I \ ~ ~ 1 ~ / ~ 1 " ' x.~?~
.14 1 ~ 1 0 I I lle~o~ 11 I'~0/ 1 11 I 11111 --l ~ ~ ~ 1 , ~ ~ II x I~~ ~ , ~ 11 I ' ~ ' ~ 1 11 ~ ~ ~ - ~ , l 1 11 ~I j 1 1 1 11 an ~ / l A / ~ 1 RARK~ - NOTES: ARG ~ ~G
I ' 3g I I 1 - 1{ 11 l / I 1 ~ ~ P x ~ B Veoo V /g / - 1 it I 1 h lob ~ ~ 11 I 1 ~ ~ ~ARFa 1 / } / / / ARFA
/ 4 i~ i ~ ~1n ~ ~ x l~,y l l / ~ ~ ~ A / IP ab 1 x" ` 1. TOPOGRAPHICAL & PLANIMEfRIC INFORMATION PROVIDED BY WAKE COUNTY & THE I
7A r~r m 4A~ yy 1 v t I aw r 1 1 ~'A2 ~ I _-I C I I 1~\ \ ~ 1 ~ / 11 1~ 1/ ~ 1 PNMNG 1 ~ n I ' ~ CITY OF RALEIGH DATED JUNE 1998. I I ~ x I
~ _ yp I I A V ~ ~ ~ I (e$ ~ I 111111 P~ 1 ~ 1 o I x.. ~ A8 MI'" l 1~ 1 1 1 ~ ll 1 ll ~ 1 v ~~v -oFw`~ x l I I / PIA f P,wan~ f x j ~ I I I ~ m ,'~R~d~ 2. EXISTING WETUINDS ARE APPROXIMATE AND WILL BE VERIFlED AND BOARDWALKED.
I ~ A ~ f `_~1 $ ~ ~ / ~l 111 I 4~ ~ \ ~ ~P~A _I 7~ ~ l ~1 " ~0 1 ARFA ~ ,
C I I ~ 111 ~ f I \ 1 \ 1 I '
E 1 I 1 \I ~ J 111 \ ~ \ ~ I a / 1 1~ I i 1 ~ ~
,p I \ / 1 - \ ~ 1 / ! / U ~ ` ~ / /
~~V / / z ~ ~ / !
~ I 1 ~ ~ I l
O I / \ O I / \ O 1
C11 1 I I
CU
ti EROSION CONTROL NOTES
m
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDE ~E5 AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PL4N IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHEI
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC. ' TO FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE L AREAS ARE STABILI Y DESIGNED GLA CAPITAL AREA GREENWAY SYSTEM ZED COMPLETEL ,
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. a INSPECTOR.
m ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH NORT
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST SE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CI w w MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. JG EROSION CONTROL MEASURES AND H CAROLINA
TO BE SEEDED AND MULCHED WITHIN 120 DAYS. m CHECKED GLA
CONSTRUCTION SEQUENCE 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR .D, CALL FOR FINAL SITE INSPECTION BY
4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY 8E REQUIRED BY A ENVIRONMENTAL INSPECTOR. APPROVED JLM
1. OBTAIN GRADING PERMIT. Q LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION z
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE. LL 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS OMPLIANCE. SUBMITTED JLM
N 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 150' 75' 0 150' 300' 1 "=150' HAYES SEAY MATT SCALE COMM.
r DEVICES. ' THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. ERN & MATTERN INC.
W ' 1 ~=150' N 0. 7522 ARCHITECTS -ENGINEERS -PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. LL FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G3

~ \ - - - .Jr~ \ J - ~ v` ~ \ ~ , r /r _ ~ _ ~ GENERAL NOTES
~ ~ ~
1. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO 7~ CONSTRUCTION.
/ ~ ~A ~ r V I r A - / / /'i , ~~5 ~ o>°
' r' 1 ti ~ ~ ~r l 1 ~ / ~ i / l~ / ~ ~ A r ~ r ~ r l / °`r' / / ~ ~ ~ Jr / 1 - / ,or err / / 1/ rte'- /~1 ` ~ 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
r ~ i t ~~I l DAMAGED DURING CONSTRUCTION SHALL BE CORRECTED BY CONTRACTOR. 1005
I n
rit/ii ~ 3. CONTR a ACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE.
/ r' 111 ~ ~ - , , C REE ~ - ~ - 'r.'~ ~ / / ~'i%i ~ ~ / I / I CR - I _ EE 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
~ / / ~ _ , r I I _ ~ ~ _ _ _ C ~ l/ r r //ri~/ r ~ I r/~/ r r ~ I I /r ~ - 'r r'.~ _ _ `M - " \ 94 ~ l1/~' rr r/ij~'rri' / - \ I I I OWNER'S REPRESEN TATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
/ ~ _ - ' - - - ~ r r~r~r/i ~~iii / Prxa~o rau I I I r RESOLVED PRIOR TO CONSTRUCTION. z~~
~ROUxa
- - / 1/ ,r ~ l r ~ i/~/y//ii x I / / 16 r - ~ '~i/ / / ARTMENT OF CORRECTIONS 1 r`'°"`~-~- ~ III !//~i~~// ~ I ~ l ~ I 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND
rrr~, ~REE--_ _ - - I - , r l~~ r~ `l ~ ~II 11111111/ I PA~AP.IN6 / 1 / / / ',~r% _ V J ~ I I r Puai~c,u~n ~V ~ 11 I Ill~l ~ I EA ROWN PO TIFi ~ / I ~ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR TO '
1 - / n' I ~ ~ 1111 A / ~ l ~r~i~/ / ~ ! E - r-i' J V I„„1 r A %/111 v ~ MC-ISUZ l J 1 /1 r l r' ~ / l ~ 1 / ! CONSTRUCTION. d 2z»
/ I / _~i ~ / - I ~ r ~ rr-~~ I \ I~ 11 III1111~~/ ~ ~ ~ A l / I l l /ir r' / V A /r , / r,' I ~ A A~ I / ~ ~11/1 ~l/ll ~ ~ ~ 1 l 1 I _ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM W T 1
~//i ,mom ~ 1 ~ r' _ / ~I1 / /111~1~ / r f/ 1 ,rr / , ' ~ - / ~ ~ I` ~ l ~ ~llili/ , 1 PNMWG /I ~ i 1 Il / A ER s~ DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED o4~~
/ llr ~ I/' v ` _ _ ' ~ ~I/~~lill/I I v ~ I 1 i l / ~ //1~ / PIRGNG ~ v v i/' / u~~ ~ ~ I 1 i ~ ~~~1! % 1 1 I A\ ~ I / j ~ ~ c~ OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE
~ / ~A \ V r, ~ ~ ~ , I ~ % ~ //~l I I I 1 1 / l CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO ~~z
vA rr ~ ~ I / ~1111~111 I I I ~ v r / l 111 ~ r/ ~ \ r'r ~ ~ PlApNO I it ~l %I 1111 Illl I ~ I / / ! DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 0, ~ ~
1/ r ~ V r , nn~ 1 1 / ~~lllfll 1 ~ I ~ / r / r / ! I , ~ „ ,m STATE 0 OLINA / I / / I i / r 1 ' / ~ , ~ ~ ' PARIONG , ll~ I/l l~%, 1/ 1 , / " / 1 11 ACCORDING TO DETAIL. 29 B
~ ?+Y-'~ ~ A soo ,wu I Ill/ I/lllj/ 11 I I / ' ~ i //l l / r I ~ / ,sr Ill IPU~eir~sl % I 1 ~ / 11 z , 7. LIMIT OF CONSTRUCTION IS TO BE PERFORMED WITHIN EXISTING EASEMENT.
j/ mn V / ! }1111( I u+~n I / ~ I i / PMgNG ~ ~ / / / / I / ~ / / PFRgNG / r 7
PARNiNG / \ / ~ rep ~l / ' ///1/ /1 I I ~ / /PNGUNG, /I ~ r/ I I / ' ~ / ~ i - \ ~ ill l/ ~r1 / I~ r 1 ,w~, / / ~ / 1 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS VICINITY MAP
' - - ~i r,,.. ~ ~ 11 ~ ~ !~1/~. ~/~~%~1~~ ~ V I ~ ril P~ _ % ~ ( ` P~NO ' \ ~ 11 / ~f (~11~f~// ~ 1 / / / ~ I "CONSTRUCTION ENTRANCE" AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
_ ~ l ~ ~ A / / 11//l/ll A ~ \ r ~ ~ , / / / ///r OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION.
, ~ 1 ! / 1 ~ ~~A - , ~ / p/f EIGH 44 r - A \ / / 1 A ~ / A (rq~ r / _ ie ox ttis.ie L l ~ IU \ ~ ~ r 1 /
r~~ ~ l 11 ll!/illl \ ~ v~V~~ / A I 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
\ P~ l ~ ~ - ~ 1I 1/ l //~l~// 1 ` v v PMt6NG /i ~1 VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
v ~ / ~ 1,/ Pua~HC / ~ V r l `Y l /l l jllll ~ AV ~~PNMINGMFA~-- / / 1 1 it TO PROVIDE 8' VERTICAL CLEARANCE.
I PNtFA /r r ~ ~ /PIRKING ~ ~ / / ~ l /l 11/1/l/~1 ~ A / 1 ~ r / I I ~ / / ~ - r / MEA / r,' / 1 /l 1//l/l I ~ \V A l I /r 0 1 / I
I~ Puta I PARIONG / / I ,/ll 1 /1j1111 I A ~ l 1 1 1 /1 ~r ~ l ~ !11%1 / l I I ~ \ II I / I 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR.
+.+w ~ r/ , ~~j 1 A\ / ~ ~ / A/ Il //l j/ll ~l I ~ ~ CRON~N PONTIAC ~ r'~r1 ~ ~
wee r ~ ~~j ~ / - ~11// l!jlll I \GMC -~LSUZU i/ 1 r rl I ' I I ~ ~ / ~ 111/ //1 I I ~r l / 1 I rr l xw I ~ ~ / \ 11 / 1 I I ~ I / 11. CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES" TO PROVIDE POSITIVE
/ / ~ mm~ ~V ~V / I I \ /rr / l r l DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
l v »w ~ ~ ~ ~ A ~ I I 111 ill/ I vv ~ rii'/ //rrr'~/ l ' / v ~ P~w~ec / ~ f v ~ I ~ ~ } ! r/ Ill 1 ! /~I I ~ i r / r r / / 1 rr PualHC ~ MfA g /1 / ~ '~Zsj ~ 1 P~ ! I c ~ l 1 111 ~ I I ~ ~ , r rr 1/ r/ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
na~,~ ~ x 1 Sp / l 1 ~ ~ ~ / Puao~c f / I / l / I I I I\PMKIhG uua v r .O rr ~ / / r/ r x / / l ~ ~ ~ _ ~ ~ ~ 1 I / I 1 1 I I l I / ~ ~ ~~P~'r' r / / ~ r
x ~ / 1 / / Pweaec ~ ~ ' ~ l Il l I1 BLS rr / r v 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
/ / ~ ~ v v ~ 'DEPARTMENT OF ~ 11 1 1 1 ~ / ~ ,r / / CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
au~NC / x., ~ ~ ~ v ~ CC~tRECTIDNS 1 I / 1 I ~ r / +1 rr V t
I x~ ~ / AV A A A 1/l1 1 /1 % / /r/ , r ~ I A V A A l1/ 1 / 1 / / r 14, CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL
1 I moo ~ V A \ r' I Ill ~ <u 1 Ir ~ ~ / ~ / r r A I I I x / PARIGNG I 1 l ` V ~ PMF~ I~ ~ / I I l /r / r i ~ AU MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
I 1 I / MFA I / ~ ~ V - 11 / ' r , / / V\ I / 1 V ~ I 111 / / it ~ /r /r r' V\ 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
I \ ~ //P / ~ PIMGNG / ~ ~ ~ ~ ~ / Mu. 111 ~ r~ r Y ( rr ~ ' r" SCHEDULE.
~V / ~ X.. I 1REl / / ~V PMtlf~IC r~ ~/111 1 ~ / r / ~ PNU01C 1R6t AA I 1 ~ I / 1 ~ \ ~ ~ ~ /i/ / Il r ~ ~ir' ~ ~ VA \ v I / ~ v / lu G 4 vv
v ' 1 ~ n i 1 ~ ~ I PEA v v 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
r A / v 1 I)) l 11 I I L~ ~ v ~ v V I 1 I ~ ~ ~v~ 1111 /I 11 _ ~ ~A \ STATE, COUNTY AND LOCAL CODES.
' v1 i 1 ~ ~ v i lhli 1 1/ l ~ r ~ v / ~ I vv / t I ~ ~ r, I I1111 / 111 ~ r' 'r / ~ ~ AV A ~ 17. THE CONTRACTOR SHALL OBTAIN AND PAY F R
I I ! ! AV A~,~ r ~0 l l lull j1/l / ~ A ~ ~ \ ~ 1 __~f~p I 1/ r~~ ~ \ f 1 l ~ `_r ~ PNMIN6 ~ I 111 I 1 ~l ~ ~ v ~ - \ ,mm II I r / / 0 ALL INSPECTIONS, CERTIFICATIONS, ! EQUIPMENT, ETC. THAT MAY BE REQUIRED.
\ PARFA 6~ ~ I 1 r , ~ ~ / ~ \ \ ~
t I I ~ 111 ~ IIII~I ~r ~ oar A 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND
~ , I 1 / / 1~% ll~l I I I I / ~ ~ ~ / / l / / I II / ~ ~ ~ j 1 / r 11~' I IIII i / ~ ~ / I l rr I ~ 111111 I ~ ~ Pu~mc u~ vv _ ' DO NOT SHOW EVERY OFFSET TRANSITION FITTING ETC. THAT MRY ' BE REQUIRED
/ I P moo v II 1 Illlll~ r`v ~ ~ f FOR A COMPLETE AND WORKING SYSTEM. 19.
1 / M~~ 1 1 II~ ~ 1 ~ PMNPIG NFA / 1 r ! / Illl~l fl I-- ~ ~ ~ ~ ~ ~ THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
1 ~I I1 ! ~ ~ PIAfNG AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. PIAfN°
1/ 1 ~ 1111111 l~ ,'/r A\ ~ IAEA 1 1 III - / A r. IAEA
l ~ VIII II~ ~ r~'~~ 16 I x.. 1 ..x 1 ~~vvv I iv I v ~ I ~ ' i- ~ i ~ / ~ ~ 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
/ I \ \\~I \ \ ~ j„ - - - / ~ BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
\ 1 / - I ~ « / Irk ~ . '-ta - ~ ~ DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S ~ ~ ~ REPRESENTATIVE.
I ~
/ r ~ ~ I I AA v~A A r / I r / r 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
r r / / _ ~ iNOExEOO I ~ ~ I w 1 ~ 1 ~ ~ x ~ ACCUMULATIONS OF W ASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
/r I I ~ x OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT.
/ / / • MP ~ ~ ~ / I ~ I i / //i' ink ' ~ ij ~i~i IN GN 77 .GT \ 1714.07 ~ 22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
PRE-CONSTRUCTION CONFERENCE.
MFA / ii i'' ~ ~i ~ \ \ ~ 1 \ ~ ~i ~ VAA I 1
r A~A I ~'°j iii j~~ 1-~- ~ 0 ~V~ ~ rr, ,too. 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
j ~ r l ~ ~ I ~ \~A ~ ~ ~ ' J~I. mom' I I 1 ~ VAA BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY
r//l 1 I I AA VAA r FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
r~ / 1 1 1 v v vvv v / ,Jm / /III ~ ~ v v`~~v v v SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
,r / I I ~ v v~ vvv \ / / / / i v vvv v v / / ~ v v~
i ~ 1 v vvv vvv~~`~ / / / , ~ vvv vvv vvv ~ v~ A
/ / ~ ~ ;v ~ vv\ ~ A ' ' -vvv vvv1 i v ~ NOTES:
,r',~ ~1 ~ t o 1/)~ r/r 1. SANITARY SEWER & EASEMENT INFORMATION TAKEN FROM BONEY & ASSOCIATES, INC.
~ 1/ v v vL % ~ i / \ ` \ \ t^ v ~ DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
1998.
iv ~~\vv ~v v v ~ 2. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE
~ ~ c v v ~ \V v ~~v v~ ~ v ~ v 1 vv v v CITY OF RALEIGH DATED JUNE 1998.
~ ~ vv vv vvv\v vA ~ ~ v ~ I v v v ~ 3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
~ ~ ~ 1 V AVA~A A \ \ \
Z \ I V A A ~ \ \ V I ~ V V A~ V ~ ~ ~
~ ~ A 1 1 _ I VA~V A \ I ~ \ \ \ J14 O ~ ~ I I AA~V A
OJ ~ 1 1 I ~ ~ V
m ° EROSION CONTROL NOTES

0 1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4. BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEI ~EVICES AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FIND
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC. UP TO FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
3. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS AI A DESIGNED CAPITAL AREA GREENWAY SYSTEM ALL REAS ARE STABILIZED COMPLETELY, GLA
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AND FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. a 4L INSPECTOR.
Q ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. DRAWN NC RALEIGH NORTH
SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION DINING EROSION CONTROL MEASURES AND CAR®LINA
MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AR~ 45. TO BE SEEDED AND MULCHED WITHIN 120 DAYS. CHECKED GLq
m " 8. WHEN VEGETATION HAS BECOME ESTABLISHED CALL F~ SHED, CALL FOR FINAL SITE INSPECTION BY
CONSTRUCTION SE UENCE Q 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. J APPROVED JLM
LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION 1. OBTAIN GRADING PERMIT. z
H AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE COMPLIANCE. SUBMITTED JLM
2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS 150' 75' 0 150' 300'
N 5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE 1"=150' HAVES, SEAY, MATTERN 8c MATTERN INC. SCALE COMM.
THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. W J 9
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. ARCHITECTS - _ 1"=150' N0. 7522 F1NAL D I - ENGINEERS PLANNERS ES GN NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G4

~ / ~ ~ i ~
GENERAL NOTES
~ ~ \V~\V ~ ~
~ ~ ~ ~ i. CONTRACTOR SHALL LOCATE ALL UTILITIES AND UTILITY ELEVATIONS PRIOR TO CONSTRUCTION.
~ 10°5
~ ~ l - q ~ ~ 2. ALL UTILITIES TO REMAIN SHALL BE PROTECTED BY THE CONTRACTOR. ANY UTILITIES
~ ~ ~ ~ ~ V~ \ \ ~ ~ ~ ~ DAMAGED DURING CONSTRUCTION SHAL L BE CORRECTED BY CONTRACTOR.
/ ~o°s e
~ I ~ / ~ ~ \ ~ A ~ , _ ~ 1\V~ ~ 3. CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN TO DRIP LINE. ~
l I \1 ~ ~ ~ 7 I ~ ~ \ \ 4. CONTRACTOR SHALL STAKE CENTERLINE OF TRAIL AND OBTAIN APPROVAL FROM
~ ~ / ~ 11 V~ ~ \ ' OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE
/ 1 V ~ ~ \ ~ \ V~ ~ \ ~ ~ ~ ~ ~V~~ \ ~ \ RESOLVED PRIOR T 0 CONSTRUCTION. 2 ,
\ _
r / ~ \ ~ ~\V~ ~ \ \ 5. STATIONING IS APPROXIMATE. CONTRACTOR SHALL VERIFY ALL STATIONING AND
~ ~ ~ ~'F \\V~ ~ ~ \ \ CROSS-SECTIONS FOR APPLICABILITY TO EXISTING CONDITIONS PRIOR T ~ 0
~ ~ - ~ F ~ \ \ ~ CONSTRUCTION. 227
~ ~ \ 6. CONTRACTOR SHALL MAINTAIN ALL ABOVE AND BELOW GROUND STORM WATER
~ ~ \~V ~ ~ \ ~ DRAINAGE PATTERNS AND PIPING AS THEY CURRENTLY EXIST UNLESS NOTED j ogaa~ m
OTHERWISE. ANY DISTURBANCE OF THESE PATTERNS OR STRUCTURES BY THE ~ ~ ~
_ ~ ~ ~ ~ CONTRACTOR SHALL BE CORRECTED BY THE CONTRACTOR TO CONDITION PRIOR TO
I ~ ~ \ ~ ~ DISTURBANCE. CLEAN OUT STORM WATER PIPE ONLY IF NOTED ON PLAN AND 2072 of ACCORDING TO DETAIL. x
29 8
I A ~ _ \ ~ 2 7. LIMIT OF CONSTRUCTION iS TO BE PERFORMED WITHIN EXISTING EASEMENT, 2°'z
I I ~ \ I \ i~ ~ ~ ~ ~
~ ~ ~ 1 ~ ~ i 8. CONTRACTOR ACCESS FOR TRAIL CONSTRUCTION IS IDENTIFIED ON THE PLANS AS ~ VICINITY MAP
~ ~ ,e ~ ~ ~ I I ~ ~ 11 ~ CONSTRUCTION ENTRANCE AND SHALL BE CONFIRMED BY CONTRACTOR WITH NO SCALE
1 / / ~ ~ ~ ~ OWNERS REPRESENTATIVE PRIOR TO CONSTRUCTION. i
- ~ ~ ~l / i
r ! ~ I~ II / ~ \ I ~ r, I~ ,gym- of w~c~'' / ~ ~ 9. CONTRACTOR SHALL REVIEW TREE REMOVAL WITH OWNER'S REPRESENTATIVE AND ~ OBTAIN APPROVAL PRIOR TO TREE REMOVAL. CONTRACTOR SHALL REMOVE ALL
i I I ~ ~ I C I I ,,,a ~ ~ I , ~ ICI Ii,ll / ' VEGETATION TO 2' BEYOND ASPHALT EDGE OF TRAIL. LIMB UP BRANCHES OF TREES
i I ~ ~ l~l 111 ~ / TO PROVIDE 8' VERTICAL CLEARANCE.
~ ~ ~ I~ ~ ~ I I /
~ ~ 1 ~ ~~I ~ ~ ~ ~ ~ ~ I I / 10. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF OFF SITE BY CONTRACTOR.
~ / ~ ~I II / ~ / \ ~ ~ III o
~ ~ 1 ~ I~ I 11. CONTRACTOR SHALL PROVIDE STORM WATER "TAIL DITCHES TO PROVIDE POSITIVE
~ I .V, . ~ ~ ~ ~ r , \ ~ ~ ~ ~ ~ ~ 9 DRAINAGE AWAY FROM TRAIL. SEE DETAIL.
~ 1 ~ r~. ~ w I I \ / ~ I w I I ~ ~ 12. ALL CONSTRUCTION SHALL COMPLY WITH CITY OF RALEIGH STANDARDS.
~ ~ I 11 ~ ~I I ~ ~ ~ / 1 III ~ /
V ) ~ 1/ /l I ~~V ~ ~ ~ I (1 - ~ ~ ~ (II 13. BASE INFORMATION INCLUDING TOPOGRAPHY AND PROPERTY LINES PROVIDED BY THE
\ I ~ a i II `l I~ ~ A ~ ~ ~ III ~ CITY OF RALEIGH AND WAKE COUNTY DATED JUNE, 1998.
A ~ ~ ~ ~ ~ l ~ ~II~I 'i ~r
~ \V~ \ V ~ ~ III I!I - ~ 14. CONTRACTOR SHALL PROVIDE SILT FENCING IN ALL AREAS AND EROSION CONTROL
I ~1\\ ~ ~ ~ ~ ; ~~Il,,ll i// / MEASURES AS NEEDED OR DIRECTED BY THE EROSION CONTROL INSPECTOR.
I l ~ ~ )I ~ ~ r i 15. ALL DISTURBED AREAS SHALL BE SEEDED BY THE CONTRACTOR. SEE SEEDING
~~x~ y ~ ~ I / 11 ii s~ ~A I I i l i i i SCHEDULE.
~ J ~I~ ~ ~
\ \ ~ I I I~~~ / ~ iii 16. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE
~ I x.. I II , I / / ~y~ STATE, COUNTY AND LOCAL CODES.
v V ~ ~ l l I, ~ ~ \ ~ ~ II I~I~ ~~i r~ ~,~A ~ ~l~ II I 17. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
~ , ~ ~ ~ ~ I~ ~ ~ ~ ~ / / 14~, l ~ ~ ~1 1 I~ I I~ EQUIPMENT, ETC. THAT MAY BE REQUIRED.
~ ~AV ~ i g i I C I ij l l/l ~ / ~A ~A ~ y ~ 1 II I I' ~ / / / ~
~ C ~~A \ \ ~ ~ ~ I I '1'~li r~~ //~,i 18. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND
V~ \ \ ~ ~ / ~ 1 1 ICI '1~1~ 11 ~ ~ ~ / DO NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED
FOR A COMPLETE AND WORKING SYSTEM. 19.
~ ~ ~ ~ , 1 \ 1i , \ ~ ~ / THE ENGINEER AND OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
~ ~+k' / AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
~ ~ ~ ~ i 1 r? 1 /
_ ~ ~ ~ _ 1 ~ ~ ~ _ ~ - ~ 111 ~ ~ / ~ ~ ~ ~ ~ _ 1 ~ ~ ;/r 11 20. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY
/ ~ o ~ I Ate I( BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL
~ a ~ ~ II ~1 1 ~~II /iii ~ 0 1 ~I ~ ~ 1 V A ~ ~ ~ ~ ~ BE SUBMITTED TO THE OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT
FF ~ ~ t Ii ~ ~ ~ -,H \ ~I~I //i I - ~ ~ ~ I #I /~i DOCUMENTS SHALL BE MADE WITHOUT THE WRITTEN PERMISSION OF THE OWNER'S REPRESENTATIVE.
o ~ ~ , ~ III ~I!I V ~ ~ ICI d/
~ ~ v~ ~ ~ 1 f < < % llI III i / \ ~ - ~ ~ ~ \ ~ ~ 11I / ~ 21. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM
ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT.
/ H~~ , ~ ~ ~ . 'd i ~ PIGEON ~ I ~ _ - iii
22. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A
~ V\ ~ ~ C~ i ~ ~ % ~ ~ CREEK ~ ~ PRE-CONSTRUCTION CONFERENCE.
CITY OF RA H aeaaNC ~ ~ ~s ~ I ~ ~~V ~ ~ ~ ~ mow-- ~I ~ ~ ~ - . - 23. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE, ARE
V~ ~ ~ 1 y ~ _ _ , ~ ~ ~I 117 / BASED ON THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERITY
~V ~ ~ P~,p ~ ~ ~ ~ ,I i I FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
~ _ ~ ~ ~ ~ ~ c ..I ~ /ice
~ ~ ~ ~ ~ . / i -dam - K"a 0 ~ ~ ~ o ~ i _ r ~ m1p
i ON 1 ~ ~ ~ ~ ~ L ~ V I ~ /////j / INDIXm ~ ~ A~ NOTES:
1. SANITARY SEWER & EASEMENT INFORMATION TAKEN FROM BONEY & ASSOCIATES, INC.
2095 n~ 2 .m, ¦ ixoow d0"m4. ~ 2095 X91 IN ED Ox h 3 ~ 14.m , uu u DRAWINGS PROVIDED BY CITY OF RALEIGH AS-BUILT DRAWINGS DATED OCT. 10,
+ ~5 1 2x3 NoN ¦ 1998.
NpN ~ tr pxq C m3 R2 M ~ ¦ an + 2x4 2xc ~ ,f • ,6 ~ ~ wo ~ ....~3
emn m o ~ ~ C 1? i 2NJ My 2. TOPOGRAPHICAL & PLANIMETRIC INFORMATION PROVIDED BY WAKE COUNTY & THE CITY OF RALEIGH DATED JUNE 1998.
E 209 "6 ,,gyp u p, 2x3 1591
L O x-89" 2N3 95 ~ gp ~ ~a 95 m . 3. EXISTING WETLANDS ARE APPROXIMATE AND WILL BE VERIFIED AND BOARDWALKED.
8p ~ W 21b 5 1
s~ 1a (1 s) b° ~ 95 1ry1 a.• zx3 eo ~ 2095 ~
o n ao 0 ¦ 2x3 9 ° SSx e
CU ~ ~ 2x~ n (t) ¦ ~ ® ° 7
CD tN4 ML 11p m O
N
EROSION CONTROL NOTES
1. ON-SITE BURIAL PITS ARE NOT ACCEPTABLE 6. A COPY OF THE APPROVED PLANS MUST BE ON FILE AT THE JOB SITE. 4, BEGIN TRAIL CONSTRUCTION. MAINTAIN DEVICES AS NEEDED, 0 AS NEEDED.
2. ANY GRADING BEYOND THE EASEMENTS LIMITS SHOWN ON THE PLAN IS A VIOLATION 7. SPOT ELEVATIONS SHOWN ARE PAVEMENT, GROUND OR GUTTER FLOW LINE, UNLESS 5. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED G FINISHED GRADE WITH VEGETATION, REVISION DATE DESCRIPTION BY APP
OF THE STATE/COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. OTHERWISE NOTED. PAVING, ETC.
3. STABILIZATION IS THE BEST FARM OF EROSION CONTROL. TEMPORARY SEEDING IS 8. CONTRACTOR SHALL OBTAIN A COPY OF EACH SUBSURFACE INVESTIGATION REPORT 6. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STA. D CAPITAL AREA GREENWAY SYST REAS ARE STABILIZED COMPLETELY ESIGNED GLA E
3 NECESSARY TO ACHIEVE EROSION CONTROL IN LARGE DENUDED AREAS AND AN6 FOLLOW THE RECOMMENDATIONS OR AS DIRECTED FOR GRADING, COMPACTION CALL FOR INSPECTION BY ENVIRONMENTAL INSPECTOR. 'ECTOR.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION AND PAVEMENT DESIGN, ETC. _ DRAWN NC RALEIGH NORTH CAROLINA
w SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND 7. ONCE SITE IS APPROVED, REMOVE REMAINING EROSION CONTI :ROSION CONTROL MEASURES AND
W MULCHED WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE 9. ADDITIONAL GENERAL NOTES, SEE DETAIL SHEETS. SEED ANY RESULTING BARE AREAS. CHECKED GLA
m TO BE SEEDED AND MULCHED WITHIN 120 DAYS.
CONSTRUCTION SE UENCE 8. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINS Q J 4. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A ENVIRONMENTAL INSPECTOR. CALL FOR FINAL SITE INSPECT{ON BY APPROVED JLM
H LOCAL REPRESENTATIVE OF THE STATE/ COUNTY STORM WATER MANAGEMENT SECTION 1. OBTAIN GRADING PERMIT.
AND THE COUNTY ENGINEERING DEPARTMENT. 9. OBTAIN CERTIFICATE OF COMPLETION AND COMPLIANCE. 'LIANCE. SUBMITTED JLM
N 2. INSTALL GRAVEL CONSTRUCTION ENTRANCES, SILT FENCING, OR OTHER MEASURES AS 150' 75' 0 150' 300'
5. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL THESE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE NOTED. DEVICES. 1 "=150' HAYES SEAY MATTERN & MATTERN I scALE COMM. NC.
W ARCHITECTS - _ 1"=150' N0. 7522 ENGINEERS PLANNERS
3. OBTAIN CLEARING APPROVAL AND CENTERLINE APPROVAL. FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
RALEIGH, NORTH CAROLINA DATE AUGUST, 1999 SHEET G5