20090842 Ver 1_More Info Received_20091202

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EAS7ING CONCI PVC WA6 - - - (SEE STAKING AND UTILITY PLAN) STRIPING, CURB AND m Ljj
SIDEWALK TO REM x GUTTER TO BE REMOVED
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EXJS*ING \ \Q 1 -4 1 T F I I I I I I I I I I I I 1 15" RCP
(PER CITY OF RALEJGHQ2.1'1'�.�J, A�NASE
PLAY AREA TO
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S1.1 4@ STEPS AND RAILINGS
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EXISTING FENCE 10 REMOVED
TO BE REMOVED EXISTING PIPE TO
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GENEI NOTES 0..x TO BE REMOVED I I < %)
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1. OWING CONENTIONS AND TOPOGRAPHICAL SUM PROVIDED Eff. AIKEN & YELLE ASSOCIATES, ELF (TYP)
-4 1 1�4
PA. SUM TITLED OFIRST ASSEMBLY CHURCH TOPOGRAPHICAL SURVEr. SURYLY PROVIDED A mg y
Ox­ffi -EXISTING FENCE
TO BE REMOVED
BY ELECTRONIC FILE f,.
-NF.%R C3
W16ml
19
2. NO PORTION OF THE PROPERIY SHOWN HIEREON UES WITHIN THE BOUNDARIES OF A F.E.MA Em)(ISMI G TO 0
MAPPED FLOOD HAZARD ARE06 PER F.EJMA F.I.R.M. No. 372007001) J, DATED 5/02/2006. REMAIN z
3. ALL DEMOLITION DEBRIS SHALL BE PROPERLY REMOVED FROM THE OWNEWS PROPERTY AT NO
ADDITIONAL COST TO THE OWNER. AND PROPERLY DISPOSED. ........ gal..
OHE HE
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4, TREE PROTECTION AND SILT FIENIONG SHALL BE INSTALLED PRIOR TO ANY LAND DtSTURBANCE
OR DEMOLITION ACTIVITY. SECONDARY TREE
co
CONSERVA71ON AREA (TYP) C) I
C2 C2
0 1
5. THE CONTR40M SHALL COORDINATE THE POTENI LOSS OF UTILITY SERVICE TO THE
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0 C-4 Ln ca
BUILDING BEING EXPANDED AT LEAST 411 HOURS PRIOR TO LOSS OF SERVICE WITH THE ".11111".........1-F....... EMSTAG 04 1
ARCH= KEYED DEMOLITION NOTES PARR7 AREA EXJ
6. CONTRACTOR SHALL VERIFY LOCkTION OF ALL UTILITIES IN ADVANCE OF CONSTRUCTION OR REMOVE EXISTING STORM DRAINAGE SYSTEM AS INDICATED. COORDINATE WITH REA w
w
DEMOLITION AND SHALL MAKE MY OBMATIONS THAT AFFECT CONSTRUCTION KNOWN TO THE THE GRADING PLAN AND 91DRM DRAINAGE PLAIN. CONAIACTOR SHALL EXIERCISE 0 w
5.
z W 0:
PROPER CARE TO SALVAGE ALL GRATES. FRAMES, AND HOODS FOR RE-USE Itilt, 0:
ENGINEER.
7. FOR REDCATION OF SITE EUEUMC ITEMS, REFER TO THE ELEMRM PLAINS. REMOVE CONCRETE SIDERALK AS INDICATED TO THE NEAREST EXPANSION OR LEGEND ri �z z 0: 13�
CONTROL JOINT. COORDINATE WITH THE SITE STAKING PLAN FOR LOCATIONS OF I UTILITY INS"IALLATIONS AND OTHER PUBLIC FACILITIES,
PROPERTY LINE
8. TREE PROTECTION FENCING MUST BE ONE FOOT AWAY FROM THE TREE TRUNK FOR EVERY ONE SAW CUTTING AT CONTROL JOINTS. A NEAT AND CLEAN EDGE 15 REQUIRED FOR INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO z
INCH GAUPER OF THE TREE BEING PROTECTED. PLACEMEINT OF NEW CONCRIETE RIGHT OF WAY BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY CL 1 C4
50ILS LEGEND (PER WAKE COUNTY SOIL SURVE)o /!�k Z 0: 0:
FOR ALL LANDSCAPING TO BE SALVAGED AND RRMTED, SEE SHEET LA­2. EXISTING TREE LINE THE CITY CODE. THESE FACILITIES HAVE BEEN z 0 8 8
9. OMER SHALL REMOVE ALL FREE SlANDING SITE ELENDITS (BENCHES, TRASH CONTAINERS, H ki
AgB2 APPLING GRAVELLY SANDY LOAM, 2 TO 6 PERCENT PROPOSED TREE LINE 0
SIGNS, EM) AND STORE APPROVED BY THE CITY OF RALEIGH AND SHALL BE F-
AgC APPLING GRAVELLY SANDY LOAM, 6 TO 10 PERCENT CHAIN-LINK FENCE wl
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ALL EUECWAL. GAS. I!W *P,�, STORM SEWER CLEANOUT SO INSTALLED UNLESS A CHANGE IS AUTHORIZED cc (L 2Tl�
10. CONTRAM SHALL NOT INTERRUPT MY SERVICE TO THE EXISTING BUILDING AT ANY TIME FIBER OPTIC, CABLE TELEMM, TELEPHONE, DATA SOMES AND ALL OTHER ApC APPLING SANDY LOAM, 6 TO 10 PERCENT BEFORE YOU DIG BY WRITTEN APPROVAL PUBLIC SANITARY SEWER 0
WITHOUT WRITTIEN ALTHORITY FROM THE OWNER OR OWNER'S REPRESENTATIVE UTILITIES WITH THE LOCAL PROVIDER AND COORDINATE WITH THE PM&E PLANS. CeD CECIL SANDY LOAM, 10 TO 15 PERCENT ST LIGHT
0 m T N
CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE REMOVAL OF THE CgB2 CECIL GRAVELLY SANDY LOAM, 2 TO 6 PERCENT �(� UTILITY POLE EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL w _ a
11. CONTRACTOR SHALL ERECT A SECURITY FENCE BETWEEN THE ExisnNG BUILDING AND THE EXISTING MODULAR BUILDINGS. CgC2 CECIL GRAVELLY SANDY LOAM, 6 TO 10 PERCENT LM CURB INLET ACCEPTANCE. Q <
I
PROPOSED WORK AND BE APPROVED IN WRITING BY OWNER PRIOR TO ANY DEMOLITION WORK p 0
PERFORMED. REMOVE INDICATED OWING TREES, CLEAR AND GRUB AM FOR NEW BUILDING Me MANTACHIE SOILS (FLOOD PRONE AREA) ER YARD INLET SIGNATURE: a
[�) CONSTRUCTION. FLOOD PRONE AREA 'RE FIRE HYDRANT fn
12. REFER TO GRADING SHEET (C2.0) FOR EROSION AND SEDIMENTATION CONTROL MEASURES. CALL 1-800-632-4949 EE==REC== STORM SEWER PIPING TRANSPOITrATION SERVICES
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F
J CHURCH
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7�N 4 3 1 08 k/71
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EXISTING WHEEL STOPS SHALL BE REMOVED AND SrORED ON SITE PER THE
INSTALL PRIOR TO ANY LAND DISTURBING ACTIVITY. OWNER FOR RE-USE CONTRACTOR SHALL TAKE DUE CARE NOT TO DAMAGE THE HA# 2, 4, 6, 10, 12: ALLUVIAL SOIL N.C. ONE—CALL CENTER PROPOSED SPOT ELEVATION m ui
z
13. ALL AREAS DISTURBED BY 0014TRACTOWS OPERATIONS SHALL BE REPAIRED AND SEEDED IN WHEEL SrOPS. HA# 1, 3. 5, 7, 8, 9, 11: NOT ALLUVIAL SOIL IVS THE L TEMPORARY SILT FENCE PUBLIC UTILITIES Lj �X<: Lam:
ACCORDANCE WITH THE TEMPORARY SEEDING SCHEDULE ON SHEET C2.0 AND/011 THE SAW CUT OWING PAVEMENT FOR INSIALLATION OF PROPOSED STORM DRAINAGE TEMPORARY DIVERSION DITCH 0 40 80 120 0 0
LANDSCAPE PLANS. PIPE Tp TREE PROTECTION FENCE CONSERVATION ENGINEER 7L.7LX����
LC— LIMIT OF CONSTRUCTION SCALE: HORIZONTAL l" = 40' FIRST ASSEMBLY OF GOD
SOIL BORINGS PLANNING lJOB NUMBER: 20

2
SOILS NOTES
:::�::::�`�;::�::::'::�':;'::'::�::;;;•:::::':;'.�':::':;'::' ::;•;::::::'. LEVEL SPREADER 0
1. ALLUVIAL SOILS AND OTHER SOIL TYPES SHOW HERE. GRATE ,►un�►�
0
Z
w 2. FOR OVERALL PLAN WITH SOILY TYPES, SEE SHEET C1.0 . C
Lij
O '
• G
I cfl . b
- LJ SOILS LEGEND (PER WAKE COUNTY SOIL SURVEYS
........
W
. ' :; :' . :':;'::` (n TO 6 PERCENT 3 -
: :::: .. .::::..:..::::::..:::: . .. ...........:::. ::. .. ::. cv r0 I AgB2 APPLING GRAVELLY SANDY LOAM, 2 R
HA-2 ::...:::::::.::::.:::: o o - I Q A C APPLING GRAVELLY SANDY LOAM 6 TO 10 PERCENT
J - - - - -
HA 1 :'::::':: �Y* w Ln g " FLOW BYPASSN. : I A C APPLING SANDY LOAM 6 TO 10 PERCENT HEL-COR PIPE 12 0
: . :::'::':: ...... ::': ;; :::;;;':. :: ......:. ..... . ... 0 p SIDE VIEW -
:..�`:::•;;:::':;'::': :::: o W CeD CECIL SANDY LOAM, 10 TO 15 PERCENT
`:cam::':: .'::::::::.':::. .::..::�::::::: ..:.::: ': ;:::::. rn I C� W
HA-10 .:;.::.:.rn':::::; :rn..:.::.::::;.:.; 0 0 C B2 CECIL GRAVELLY SANDY LOAM, 2 TO 6 PERCENT TOP OF GRATE 12 25 LONG CONTECH, 16GA,
�` N.::::::::::::::.: .::.::.:...::::..:..:.. .::.:::::::: . . :.::::::: .8% MAX. r Z N CgC2 CECIL GRAVELLY SANDY LOAM, 6 TO 10 PERCENT EL 396.00 GALVANIZED SLOTTED DRAIN WITH 6
cr :.. I 0 _ O
::::.:.:.. .:::::::. ::.'::. :::::.: :::... .... �a GRATE. TO BE INSTALLED PER
-o Nloo
- Q Me MANTACHIE SOILS (FLOOD PRONE AREA) (DEAD LEVEL)
CeD
- MANUFACTU E S SPECIFICATIONS.
RR
A I 0 O FLOOD PRONE AREA STD. 6" STRAIGHT
,� \ �� '::;;:INV OUT.390.00:; ' : ::ii: :::::::::::: :::;: : ::. ) 0
3' 0" TO LEVEL SPREADER
:':".. ...... ..::::' ..:: ... w SIDED GRATE - EL
'.o .. ...... ...... .. .......... TEMPORARY o r0 #
/ ••::��: �:�:.•;;�:`�:`:::�: :�:;��:'� ;: :::��::�:�::��: •:���:: :�.;�:.::�:.�:.' �.: :�. .:;�:: ::•.:::::::::' �:::�::•�::�::. 1 HA 2, 4, 6, 10, 12: ALLUVIAL SOIL C5.0 W HA 1, 3-,-5, 7, 8, 9, 11: NOT ALLUVIAL SOIL SLOP
.::::... ::'..... :::"..:::: ... . :::" # �d° a a a ENT
::::::. :::.::::::::..:. ":'::::::. ::::::. :::::::.:::. '::::::. :::::.::::.':.'.. .':: '..::. ::::.. ::::::::: ... '.:. SILT FENCE �
0
0 ................. :. ::::::.::::. :. . :::::::: ::. :::::... .::: .:::::. III_ TO D(CE SECTION A-A '�
ED 8%
Me :;::: : :. ::. :::::::. 48 LF 12"0 RCP 0 2.0% SLOPE qL � III III III TOP EL=401.00 MANHOLE RING & COVER � z v o
'::':::::;;:::':::':'::':::. ::.: ::::.:: .:::.: .:::.:: ::::.::... O
:....... :::::. :::.::::::::. :::::.' :::. ::.:::. .':::::: COMPACTED BACKFlLL
" Z ti� 3" THICK FILTER FABRIC
_E_ \ / I I II
EXIST. CND. •N`. 35.i •.+•:. _�.•.•! •.�.••
���� '�•���������`��������������•`�• ' JUNCTION MANHOLE BOX
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HA-4 C2.1 0- #57 STONE EL=400."
HA-3 : ......::.... . ::... ::'::.::':: :;:::: ::;i:: ;::; WITH DIVERTER WEIR
10YR VELOCITY. 4.81 FP p .:::.:.. ....
RIP RAP CLASS: B ...::::. ::::::. :::::. .:...:.6--.
Ir
::::: INV=394.50 III
I ::.:. ......
....... �..... o o a MINIMUM 62.5' III III .'
........ ... 5•.. ....... :. . ............. .....
D50: 8" DMAX: 12"
" 6 BEDDING < �.°►
SLOPE
7 ,�
RCP ® 5.5 PE .e�::. 42 LF 18 R 7%
A
A
W 0
k
� W
APRON THICKNESS: 18 I
'� ... ... .. ... . ............. ...... ..... .............. ......... .......... ...... .... .... ............ :... I ____ STONE
INV EL=397.46 =
0 EL 397.46
LENGTH. 12 WIDTH 6'
::'::'::::::: :'::::. : :;:..::. ::::;; :::::;'::'::':': ::::: :::::::::.:::::::::::::::::::::...............
............
......... .......... ... ...:..":.:::::.�: SECTION •° 5„ .e ;. �
• 7i BYPASS OUTLET PIPE: :: :. :: '::: ::. CgC " FLOW - "o 0
J0 INV EL-395.46 z 0 y w a
HA-5 ::: ;;' : I 1. LEVEL SPREADER LENGTH CALCULATION: PER NCDENR STORMWATER BMP MANUAL IF GRASS OR THICK GROUND 4
6'. 103 LF 24 0 RCP:--,"""":•. �� :::.'.:.. .. .. ........... ..
0 5.3% SLOPE :::. :... '::: :::: :::':. ::: :::;: ': ;::::: :: : :; :. 4
COVER: 13' OF LENGTH PER 1 CFS OF FLOW ON SLOPES 0-8%. BYPASS
...........
s .. .. ... ...... .. ......... ...... ........... ...... . . .
c9J C2.1 �' h a b c�
2. ENSURE THAT THE SPREADER LIP AND GRATE IS LEVEL (WIDTH AND LENGTH) FOR UNIFORM FLOW OF STORM RUNOFF.,,. d k a o
0
• 'yam �::� . ;: :':;':::.••:::. .:: �:':;• ::. .':::::::::::. . . .�.. ......
�.} cS :::.... HA-11 : :: : ;. .....I;::::: : ::;':';;;'. s' SQ. CONCRETE - %a: I
1 � A
Ci s :'�: :. :: .-::.:'::':: :::: -: :': : ::: INV EL=395.46 o
7 0 �..: :::: 3. DISPERSE RUNOFF FROM THE SPREADER ACROSS A PROPERLY STABILIZED SLOPE NOT TO EXCEED 8%. ENSURE THE
•� ':���::. :•:::: ::::::�;��'��::�•��:::•: :�:�:�; '`�'; �:`::�:�:�:or: ••::o;oc':.'::'o: :':�'::'::':;'::'::'o•::.':.' ::' . :•. RISER �
I SLOPE IS SUFFICIENTLY SMOOTH TO KEEP FLOW FROM CONCENTRATING. LEVEL SPREADER A-+ - Q o M
`�':: .:.:.:`:L{'{:1 OUT-FLOW > •. k „
HA-8 OUT FLOW PIPE _ o
; DRY POND 4. IMMEDIATELY AFTER ITS CONSTRUCTION APPROPRIATELY INSTALL SOD WITHIN THE ENTIRE DISTURBED AREA OF THE
NOTES:
raw
SPREADER AND SLOPE. 1. ALL CONCRETE SHALL BE 3000 PSI ® 28 DAYS.
PRIMARY TREE
CONSERVATION ` `'` ` ` 6 5. THE FILTER FABRIC SHOULD BE BURIED 6 INCHES DEEP IN A VERTICAL TRENCH ON THE UPPER EDGE. THE LOWER
S-
FE 1
C2.1 EDGE SHOULD BUTT AGAINST SMOOTHLY CUT SOD AND BE SECURELY HELD IN PLACE WITH CLOSELY SPACED HEAVY 2. ALL JOINTS ARE TO BE SEALED WATER TIGHT.
AREA (TYP)C . ::::::. �° . . . . . . ... .. .. . . ... . . .
':.:. :::; :. .'::::::.. :'::' : . . :: :; ..: ::: .;':: . : DUTY WIRE STAPLES AT LEAST 10 INCHES LONG.
;;::: :':'.:'.'. :.:::.:. ::::::: ::'::'::'::':: ......:'::'::..'::':::::. 3. WEIR IS TO BE POURED-IN-PLACE CONCRETE.
6 E A MIMIMUM OF 62 5 IN LENGTH AND COVERED WITH GRASS OR
DOWNSTREAM SLOPE FROM LEVEL SPREADER TO B '
::::..........
THICK GROUND COVER.
I \ ti :: :: �- 4- FT D IA, MANHOLE
0
PLAN - LEVEL SPREADER SLOTTED DRAIN PIPE FOR 3 WITH DIVERTER WEIR 0 o
Q
O s0 s0 90 2 LEVEL SPREADER �2., (SPUTER BOX) N.T.S. o LL o N
C-2.1 � o
SCALE: HORIZONTAL 1" = 30' " " NOTE: THE LEVEL SPREADER PIPE IS BASED ON THE SLOTTED DRAIN N.T.S. o L
5 -0 I I MANUFACTURED BY CONTECH. F N
10'-0" #4 ¢ J C) U
• o m z
PRECAST 6'x6' STD. MANHOLE Z
CONCRETE BOX RING & COVER TOP OF DAM EL.=406.00
APRON to W Ld
• LENGTH
WATER LEVEL Q1oo SLOPES 4:1 EARTH DAM O
EL.=404.95 (SEE GRADING PLAN) �� o PROPOSED Re _ � ¢ J CD/ SLOPES 3:1 in PIPE TIE INTO EXISf1NG w FINISHED GRADE
TEMPORARY GROUND Z a w J
" " % // (SEE GRADING PLAN) o
24 x15 GALV. STEEL WIRE 4 I I N
MESH HARDWARE CLOTH I I /��!/ �/���/�� _I �� gA Q .. ��
FOR SEDIMENT CONTROL I I //���/%� �'%/%/% - o
18"b RCP ® 5.57% -I - Q APRON THICKNESS
• I I i I FILTER BLANKET � N
BOTTOM WIDiH (A) � SECTION 'A'
TEMPORARY #57 STONE FILTER I
FOR SEDIMENT CONTROL I I '%�,��; ELEVATION SIDE ELEVATION 5 DRAINAGE SWALE SECTION s RIP RAP APRON DETAIL
v ovsoo oo�
I ������������ C-2.1 N.T.S. c-2.1 N.T.S.
SLOPES 4:1 %������� _--�,�, ,�, , , TO SPL,T�ER BOX 1ft% ANTI -SEEP PIPE COLLAR
NOTE: FOR SWALE DIMESIONS REFER TO DRAINAGE
(SEE GRADING PLAN) SWALE CHART, THIS SHEET.
C-2.1 N.T.S.
OUTLET ELEVATION ANTI-SEEP PIPE COLLAR 1
C-2.1
OF PIPES & BOX 6'-0» DRAINAGE SWALE CHART Frl "'� z
SWALE SIDE DEPTH OF FLOW IN DEPTH OF N
BOTTOM SWALE VELOCITY FULL FLOW $ O
00 SWALE SLOPE SWALE SWALE FLOW TEMPORARY PERMANENT
VI!IDTH SLOPE CA P IC ITY
OUTSIDE EDGE OF RING ON NUMBER LINER LINER. ? O 0
MANHOLE COVER & RING ift I (HN) (ft) Q10 Q10 Q10 N
6" A B C tftlft:l (cfs) (in) (fps) (cfs)Or < O N¢
00 � (TYP.) o COVER 3 0 3 1 0.050 1.9 4.9 3.72 12.00 S75 GRASS M 17CTU R E 3 O
I 2 0 3 1 0.070 4.6 6.0 6.04 12.00 C350 C350 3
1 0 3 2 0.020 17.3 13.3 4.59 65.00 C350 C350 ■ C9
#4 6" CTS. z
III (TYP.) NOTE: MATERIAL TO BE BY NORTH AMERICAN GREEN DR APPROVED EQUAL z
Lf
E z00 }
SECTION B-B PRECAST TOP COVER PLAN RIP RAP DESIGN CHART o O ~M LO
m
CONC. Z
BOX UPSTREAM N
10 YR. FLOW APRON APRON DOWNSTREAM �
PIPE DIA. RIPRAP D50 Dma APRON <
Q OUTLET VELOCITY THICKNESS LENGTH APRON WIDTH Z x
STD. MANHOLE & RING COVER CLASS WIDTH � 0
„ REINFORCED CONCRETE (in) tips} (in) (in} (in) (ft:i (it} (ft} 95
6'-0" SQ. TOP OF BOX #4 ® 6 CTS. LID (3,000 PSI) �1 0
(SEE PLAN) FES 1 24 11.0 B 8 12 18.0 12 6 18
BEFORE YOU DIG o
EL.=405.833
$o - 00
EL.=404.83 SOLID STORM DRAINAGE CHART STOfD
BRICK MASONRY v STRUCTURE # AREA FLOW PIPE DATA STRUCTURE DATA CALL 1-800-632-4949 00 0
N N.C. ONE-CALL CENTER o I
SUB I C Q10 MIN. PIPE PROPOSED FULL FLOW (UP STREAM) (DOWN STREAM) (UPSTREAM) p Q °D
TOTAL Q 10 SLOPE V FULL LENGTH IT'S THE LAW ap I o 0 I
g /10�g FROM TO TOTAL acres INTENSITY RUNOFF INLET cfs (TOTAL) (ft.eft SIZE SIZE f s CAPACITY feet. PIPE TYPE INVERT INVERT TOP El. o N C) go
(acres) ( ) (in./hr.) COEF. ( } ( } (cfs) ( ) (in.) (in.) (p ) (cfs) ( } (ft.) (ft.) (see Note 1.) N
3�
YI-13 CB-12 0.05 0.05 7.22 0.95 0.31 0.31 0.0100 4.8 12 4.5 3.84 12 HDPE 427.25 427.13 429.25 w w
o TEMPORARY PRECAST w w
i 24"x15" GALV. STEEL WIRE 4 CONC. CB-12 JB-11 0.08 0.12 7.22 0.82 0.47 0.78 0.0100 6.8 12 4.5 3.83 212 HDPE 426.95 424.84 430.90 w
�' MESH HARDWARE CLOTH BOX a a
FOR SEDIMENT CONTROL 6" UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES, a
(TYP ) CB-10 CB-7 0.74 0.74 7.22 0.91 4.90 4.90 0.0100 13.5 18 5.9 11.34 200 HDPE 430.90 428.90 434.92 INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
� o
� N
18"0 RCP OUTLET PIPE BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
z
--- THE CITY CODE. THESE FACILITIES HAVE BEEN 0 0
\A _ PROPOSED GRADE a a . I TO MANHOLE YI-9 DMH-5 1.14 1.14 7.22 0.56 4.58 4.58 0.0011 19.9 18 2.0 3.77 453 HDPE 423.50 423.00 426.50 APPROVED BY THE CITY OF RALEIGH AND SHALL BE w w w
INSIDE POND
W DIVE TE a a R R ................. ................. ............... ................ ........................................ ............... .................................. ....
.......................
SO INSTALLED UNLESS A CHANGE IS AUTHORIZED
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BY WRITTEN APPROVAL PUBLIC SANITARY SEWER C)
:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.: .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.
R A R AL
-- 4--- CB-8 CB-7 0.36 0.36 7.22 0.91 2.35 2.35 0.0100 10.3 18 5.9 11.34 104 HDPE 430.90 429.86 434.90 EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL �7 N
C7
a_ .a__� � _ _ ACCEPTANCE. a �
L---------- J 6"0 ORIFICE INV IN=400.00 a g` CB-7 CB-6 0.25 1.35 7.22 0.69 1.24 8.48 0.0101 16.6 18 6.0 11.40 251 HDPE 429.70 427.16 436.50 SIGNATURE: TI-
ELEVATION INV IN=400.00 SECTION A-A INV OUT=399.So N
CB-6 DMH� 0.05 1.40 7.22 0.66 0.25 8.73 0.0172 15.2 18 7.8 14.87 294 HDPE 427.06 422.00 437.22
TRANSPORTATION SERVICES
DMH-5 YI-4 0.00 2.54 7.22 0.00 0.00 13.31 0.0433 14.9 18 12.4 23.60 120 HDPE 419.70 414.50 429.00 Z
DETENTIONOUTLET STRUCTURE YI-4 YI-3 0.55 3.09 7.22 0.42 1.64 14.96 0.0188 18.2 24 9.9 33.54 69 HDPE 410.20 408.90 418.00 PUBLIC UTILITIES
4 YI-3 YI-2 0.45 3.53 7.22 0.73 2.35 17.31 0.0120 21.0 24 7.9 26.77 150 HDPE 408.80 407.00 412.00
c-2.1 N.T.S. CONSERVATION ENGINEER
NOTE: THE SOLID BRICK MASONRY SHALL BE EPDXIED TO YI-2 FES-1 0.34 3.87 7.22 0.40 0.99 18.30 0.0234 18.9 24 11.0 37.39 252 HDPE 406.90 401.00 410.50 FIRST ASSEMBLY OF GOD
THE PRECAST BOX AND THE PRECAST LID TO CREATE PLANNING JOB NUMBER: 20817
A POSITIVE CONNECTION. Note 1. For Catch Basins the elevation is at the Top of Curb; for Yard Inlets the elevation is at the top of grates, for Junction Boxes the elevation is at the Top of Structure; and for Flared End Sections the elevation is at the Inert.

SOILS LEGEND (PER WAKE COUNTY SOIL SURVEY) UTILITY INSTALLATIONS AND OTHER PUBLIC FACILITIES,
AgI APPLING GRAVELLY SANDY LOAM, 2 TO 6 PERCENT INCLUDING SIDEWALKS AND HANDICAP RAMPS ARE TO
AgC APPLING GRAVELLY SANDY LOAM, 6 TO 10 PERCENT a+
A 1 \ - _ \ V V I I A ApC APPLING SANDY LOAM, 6 TO 10 PERCENT BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY �
\ CeD CECIL SANDY LOAM, 10 TO 15 PERCENT THE CITY CODE. THESE FACILITIES HAVE BEEN 0�
II Cgl CECIL GRAVELLY SANDY LOAM, 2 TO 6 PERCENT APPROVED BY THE CITY OF RALEIGH AND SHALL BE a;
\ \ V Me CECIL GRAVELLY SANDY MANTACH E SOILS (FLOODOPRONE AREA) PERCENT �, WRITTEN APPROSTALLED VAL PUBLIS A C
SANffARY SEWER E IS D vb ao�
\ \� - _ A \ \ I I PRONE'AREA EASEMENTS ARE TO BE RECORDED PRIOR TO FINAL m 1 �g
ACCEPTANCE. so
/ \>' / / /1 \ ,\ \ '� \ I \ 1 I ( I 1 lam - SIGNATURE: �� a
�t 97E TRANSPORTATION SERVICES
PUBLIC UTILITIES Igo
A CONSERVATION ENGINEER .r
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NOTES: ' A V I I / - - _ - - - - - --- - _
ouTL I� �. V � ,� EX.TRAILER \ /� - - - - - -= - - - 1s'R P I��' sRCP -�--
1. THE PURPOSE OF THIS SURVEY IS TO THE THE BOUNDARY OF LOT 3, AND A sT c E ��_- - - \- _ _ 4 a 12Fa 11 6s0.s� - I I a I I 1 �-THE EXISTING TOPOGRAPHIC CONDITIONS THEREON. �� A V ° P P ���� r_I TRAILER -� _ _ 3/4"cTP I
I �� I �\ x I P 6 ELEC. BOX - Y �- I
2. NO PORTION OF THE PROPERTY SHOWN HEREON LIES WITHIN THE k EXISTIINc 1 �� s \ \ \ LO \ z�� I � rRAILER A w AI I \ �I I 1 N F \
BOUNDARIES OF A F.E.MA MAPPED FLOOD HAZARD AREA, PER F.E.MA F.I.R.M. RETENTION 3ASN r Y w /
No. 3720078500 J, DATED 5� /2006. wNGroN SAN R
oo-e CAMPER L�J 1 DD:09875,PG�442 \
3. THERE MAY BE OTHER IMPROVEMENTS NOT DEPICTED ON THIS SURVEY I �e �T//a \ \ \ \ \ 3 1 \ PIN#ZONE-94- 94o Qt
4. THIS PLAT MAY BE USED FOR RECORDATION, CONVEYANCES, OR SALES' v a
�GezX�S iQoHy� . A \ \ II� \ zoNe RGLE
I TYPE USE: SINGLE FAMIL
V A \ IIII IO \ �p A Q
5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE \ -�� a
NOTED. A Yea�e!5��h5 ��, 1 �V �V s 1
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B. NO ENCROACHMENTS ELLH Y LOT LINES EXCEPT SHOWN � � � /ROViC ERWA ACROSS IX AS �Q P
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HEREON. -
•�
7. THIS SURVEY WAS DONE WITHOUT A TITLE SEARCH THERE MAY BE OTHER 1
T
EASEMENTS, ENCUMBRANCES TO THE SUBJECT PARCEL NOT SHOWN HEREON.
8. DASHED LINES NOT SURVEYED. / o°Qe�y oR 5�i �' V V \ zu V \ '- ELL,
V 11
9. THE VERTICAL DATUM FOR THIS SURVEY IS FOR PREVIOUSLY NOTED PLANS ° V A \ a 'I F
FOR THIS SfIE DATED 11-22-98 CIVIL ENGINEERING TECHNOLOGIES. 7j �� \ \ \ 1 A 1' I V I I II \ � 1 0 A N 3 MANcuM REI cRAHAMIL
'X X AP¢�oV,E E \\ I PIN#0785DO 048 401893
Q h•e M
REFERENCES: / �rl,' °ozv° pa ^�y ° � s� \ \ �\ V \ V �� � V II I I�I I l4 BZ I TYPE USE�SJNc EFAMILY A W
FEMA FIRM 3720078500J EFFECTIVE 5 08 I y� % a o� I \ o A g \
�� V `� V ^Ni 2�Pv� �A V A \ I' I I \
BM:2005 PG.985 �� ��w V A I I
DB.1559,PG.7385 / \\ / / / �e H jP`m^e F o 6y�� \\v \ \ \ \ \ \ ;ELL
F � Nm R55 �i
pyWLll11
I, Jonathan H. Fleener, eVE
_ A V A w PLS , L-4313 certHy 4 \ \ \ I \
that this map was drawn from an actual field e� Pw ^\� A \ \ \ V I 3 11
survey performed under my direction and R ^��-� 1� II ISKANDER, M,AHROUS M & FADIA M
/ / / A °5 �� / \�� V A \ \ �\ �I I /F \ W
supervision. the error of closure, as calculated / �� A,' Q.e '�y ,' ,��50�e V A \ . ' -� I MIVZHAIL
Latitudes and departures is one art in. ° eX °5 D �I I DB 04879, c.0465
\ V- N PIN#DONS- 4 ]709 E �1
TThhe Miselosure is distributed by the Crandall {�� ��/ Az��� \ I \ 1 _ _
p J� _ R�^ %5N o A \ � \ \ \ V I \ ���� - _ I I FEE USE�SIN FAMILY (4
Method, and the area, If shown, is calculated / / / \ o v H. e
electronic computer using DPD methods This m meets / �\ Qaq'F _ /��i�.���
the minimum standards for a class 'C' topographic survey. � I \
"J2X°9,E /2.Q h fT -� N 33'48,6`� 5.78'
Witness my hand and seal this the 10th of / j x V Q e �T; e co i _ - - = 3 a NT off 4VI I \AprPl 2008. A D. "4ig I \ P �5, ,a P h Exce: Tc: s.71 � F+1
"s I �.`. INV IN: 2.39 i I ----
4.'ry�/� INV OUP. 228
••NOTES: EXIST G EXISTING
ADJACENT PROPERLY LINES TAKEN FROM WAKE COUNTY GIS. #_ PARK� AREA BUILDING I I1 � t 7I m L \ � IIPBUE RIDGE ROAD DIGITIZED FROM AERIAL PHOTOGRAPHY. EXJS REA i1 1GRAPHIC SCAL N/F
BLUE RIDGE COMMONS OUNCE Iu
\ 1
\ \ \ F
ExSSMH CONDO SIMMONS, DANIE hN & M\AR
VCEL L\A\
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