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NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED. ' N/F YOUNG
D.B. 3055, PG. 201
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SIGHT TRIANGLE
(TYP.)
`( 50' WIDE STREET PROTECTIVE
YARD TO BE PLANTED
( W/ SHOD -2 STANDARDS. (Z -5 -09)
� 20 FIFE
TRUCK ACCESS
BEARING SYSTEM
BASED ON BOOK
OF MAPS 1974 -100
GRID MONUMENT
169 DRD 1960
ELEVATION 221.67'
20140'10
— — _
EXIST. RIGHT OF WAY EASEMENT C -0 SITE PLAN & TREE CONSERVATION PLAN
--- FUTURE RIGHT OF WAY EXISTING TREE CANOPY LINE C -1 EXISTING CONDITION PLAN
PROPOSIED SIGHT
-- -- SETBACK LINE DISTANC = TRIANGLE C -2 PLANTING PLAN
C -3 GRADING AND STORM DRAINAGE PLAN
- MOTE: C�EKN..1,9_74LPAGOEF100.EEXISTIN PROPERTY
PON OBSCURES C -4 EROSION CONTROL PLAN
CENTER LINE OF 614EEK� C -5 SITE DETAILS PLAN
C -6 SITE DETAILS PLAN
C -7 UTILITY PLAN
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(De-532 3XG 98p S �'� Rai R� C -8 UTILITY DETAILS PLAN
EDGE $6/yr1992PG860 ---t�F Nc1 /ST SOS C -9 UTILITY DETAILS PLAN
WATER IQ
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I P OF E ER -
POWE- CREEK
EX. CREEK - .^.-'- (BASIN TREAM7) � \ 30' NEUSE RIVER BUFFER
Iti'. /F J. H. POOLE
IS 89 °31'00 "E 0-13. 4852, PG. 168
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AREA- CMD
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` 370368.1746J
°' EFFECTIVE DATE MAY 2, 2006 �
CD `� PARCEL #2, ID 009544 \ a CD
o) AREA = 5.012 ACRES
DB 7975, PG 514
& MB 1974, PG 100 \ �+ J� I N) N/F POOLE
\ �P� ° D.B. 5689, PG. 1
FF 206 a1• EX. D K C
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t lOE III
Section A RALEIGH CASE NUMBERS:
SITE REVIEW # 280248. INFRASTRUCTURE CONSTRUCTION REVIEW # 280243
CONSULTANT
Company DPR ASSOCIATES. ING
Name (s) HY NGUYEN, P.E.
(Contact Person for
Plans)
B)�DRS YOIJ DIOI
CHURCHES, SYNAGOUES, TEMPLES, RELIGIOUS
aOT+TTACr ONE -CALL CMtiffit
>- Sao -632-
n JUL I 2 ?
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AN/
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
DETACHED DWELLING
2, CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. 6$
�a
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED. ' N/F YOUNG
D.B. 3055, PG. 201
2
N
o i
�O
\ o
FUTURE 20'x15'
TRANSIT EASEMENT
Z
°o
�I
O
GRAVEL-
DRIVE
PROP DRIVEWAY
ENTRANCE (MINOR SHIFT
FROM EX. DRIVEWAY)
EXISTING FLAG
POLE TO BE
RELOCATED
PROP.10'X70'
SIGHT TRIANGLE
(TYP.)
`( 50' WIDE STREET PROTECTIVE
YARD TO BE PLANTED
( W/ SHOD -2 STANDARDS. (Z -5 -09)
� 20 FIFE
TRUCK ACCESS
BEARING SYSTEM
BASED ON BOOK
OF MAPS 1974 -100
GRID MONUMENT
169 DRD 1960
ELEVATION 221.67'
20140'10
— — _
EXIST. RIGHT OF WAY EASEMENT C -0 SITE PLAN & TREE CONSERVATION PLAN
--- FUTURE RIGHT OF WAY EXISTING TREE CANOPY LINE C -1 EXISTING CONDITION PLAN
PROPOSIED SIGHT
-- -- SETBACK LINE DISTANC = TRIANGLE C -2 PLANTING PLAN
C -3 GRADING AND STORM DRAINAGE PLAN
- MOTE: C�EKN..1,9_74LPAGOEF100.EEXISTIN PROPERTY
PON OBSCURES C -4 EROSION CONTROL PLAN
CENTER LINE OF 614EEK� C -5 SITE DETAILS PLAN
C -6 SITE DETAILS PLAN
C -7 UTILITY PLAN
I I
(De-532 3XG 98p S �'� Rai R� C -8 UTILITY DETAILS PLAN
EDGE $6/yr1992PG860 ---t�F Nc1 /ST SOS C -9 UTILITY DETAILS PLAN
WATER IQ
° Rcc
INOTE: �30,, �%/O p
�_ rTf CHAN OF WATER OM TON&up �- � 50' NEUSE RIVER BUFFER !
I P OF E ER -
POWE- CREEK
EX. CREEK - .^.-'- (BASIN TREAM7) � \ 30' NEUSE RIVER BUFFER
Iti'. /F J. H. POOLE
IS 89 °31'00 "E 0-13. 4852, PG. 168
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1 E X . S WS TAT! rE
EXIST.
STATUE
,N $. EXIST. LOW LAND AREA
/POND
\W �, 2
II EXISTING RELIGIOUS R+ un
DISPLAYS TO REMAIN ` M
IIo TYP. }. �XQQs' PRIMARY
sNn x ` TREE CONSERVATION
AREA- CMD
Ex. STAIRS (0.686 AC.) (HATCHED) _
EXIST. EX. BRICK �L
EX. STATUE REFU- -CTfNG
PAVERS �p
1 POOL AREA M
ENT ZONE \ I I !' 0 � W
ION MANAGEM °►--- ---�- -• 4 I cn m
I o I
� CD
EX' CC EoW ZT
LTI r o
iN
o
o `n
° I �f Im APPROXIMATE LOCATI N OF 100 U) U)
Z sly YEAR FLOOD LINE 44.80' w
20' SS SMT. I SCALED FROM FEMA FIRM S84_ pE -oo �oS'
` 370368.1746J
°' EFFECTIVE DATE MAY 2, 2006 �
CD `� PARCEL #2, ID 009544 \ a CD
o) AREA = 5.012 ACRES
DB 7975, PG 514
& MB 1974, PG 100 \ �+ J� I N) N/F POOLE
\ �P� ° D.B. 5689, PG. 1
FF 206 a1• EX. D K C
/L
T
E CH
XIS DI
ORY { DITCH
t lOE III
Section A RALEIGH CASE NUMBERS:
SITE REVIEW # 280248. INFRASTRUCTURE CONSTRUCTION REVIEW # 280243
CONSULTANT
Company DPR ASSOCIATES. ING
Name (s) HY NGUYEN, P.E.
(Contact Person for
Plans)
Address 420 HAWTHORNE LANE, CHARLOTTE, NC 28204
CHURCHES, SYNAGOUES, TEMPLES, RELIGIOUS
Phone - 332-1204 X3Emall
HNGUYEN @DPRASSOCIATES.NET
Fax [phone]
1. Total # Of Toavnhouse Lots Detached Attached
2 Total it Of Apartment C)r Condominium t!nits
3 Total # Of Congregate Care Or Life Care Dwelling Units
4 Overall Total # Of D�,velling Units (1 -3 Above)
5 Bedroom Units 1br 21br 3br 4br or more
6 Olerall Unit(s) /Acre Densities Per Zoning District(s)
Zoning Information Building Information
Zoning Districts) R4 -CUD & CM Proposed building use(s) BUDDHIST TEMPLE - HALL OF WORSHIP
If more thar one district. provide the acreage of each Existing Building(s) sq. ft. gross
VICINITY MAP
(1 ” =800')
ZONING CONDITIONAL NOTES (Z -5 -09)
1. THE SUBJECT PROPERTW SHALL NOT BE SUBDIVIDED, AND ITS USES SHALL BE LIMITED TO
CHURCHES, SYNAGOGUE'S, TEMPLES, OR RELIGIOUS EDUCATION BUILDINGS OR A SINGLE
FAMILY DETACHED DWELLING.
2, BUILDINGS CONSTRUCTE,3 ON THE PROPERTY AFTER THE EFFECTIVE DATE OF THE
REZONING (Z -5 -09) SHAL_. NOT EXCEED 40' IN HEIGHT AND SHALL BE LOCATED NO CLOSER
THAN ONE 100' FROM FU SURE RIGHT OF WAY (ROW) OF FORRESTVILLE ROAD.
3. THE SUBJECT PROPERTY SHALL BE LIMITED TO A MAXIMUM OF ONE ACESS DRIVEWAY
ONTO FORRESTVILLE ROAD,
4. PREDOMINANT EXTERNAL FINISH ( >70 %) OF ALL ELEVATIONS OF NEW BUILDINGS, NOT
INCLUDING WINDOWS AND DOORS, WILL BE BRICKS, STUCO, SIDING (FIBER CEMENT, WOOD,
VINYL OR ALUMINUM), CULTURED STONE, OR A COMBINATION THERE OF.
5. NO PARKING SHALL BE PERMITTED TO BE LOCATED WITHIN 50' OF THE FUTURE
RIGHT -OF -WAY OF FORRESTVILLE ROAD.
6. UPON FUTURE DEVELOPMENT, ALONG THE FORRESTVILLE ROAD FRONTAGE, A STREET
PROTECTIVE YARD OF A RINIMUM OF 50' SHALL BE PROVIDED, PLANTED TO SHOD -2
STANDARDS.
1.864 R4 & 3.031 CM " (DEVELOPING PARCEL #2) N/A - ON SEPARATE NON - DEVELOPING PARCEL #1 DEVELOPMENT ;STANDARDS
Overlay District(s) N/A Proposed Building(s) sq. ft. gross ± 8600 SF (FOOTPRINT) FRONT SETBACK: 30 FT
Total Site Acres 4.895 "Inside City Limits S Yes []No Total sq. ft gross (existing & proposed) ± 8600 SF (FOOTPRINT) * 100 FT USED FROM FUTURE R/W OF FORRESTVILLE RD,
'
Off street parking Required 42 Provided 60 Proposed height of building(s) ± 39' SEE ZONING CONDITIONAL NOTES #2 & #6 BELOW
COA (Certificate of Appropriateness) case # FAR (floor area ratio percentage) SIDE YARD: 10 FT IN R4, AND 50 FT IN CM
BOA (Board of Adjustment) case # A Building Lot Coverage percentage ±4.03%' REAR YARD (Interior lots): 30'
CUD (Conditional Use District) case # Z- 5 -09
Stormwater information
Existng Impervious Surface ±0.804 cre square feet Flood Hazard Area E30yes Cl No
Proposed Impervious Surface ±0.547 cre !square feet If Yes
DETENTION : EXEMPTION PER CODE 10 -9 3 b -3. Allt�v�i I SQII� Flood Study
WATER QUALITY: TO USE APPORTIONING METHOD FOR TN LOADING ( S NI�Y CLAY
CALCUATIONS FOR BUYDOWN PAYMENT TO NCEEP) SILTY CLAY SEE FE
�/ �,/ Total Disturbed Area ±1.8 cre t.
Neuse River Buffer E3 Yes LINO Wetlands ❑ Yes `I-� NO
** EXISTING SITE DATA
ONES' WEL- O I tc BR ICK DWELLING �X. 1
`EXIST.
Ex coNC I S�TUES PROPOSED 24'
DRIVEWAY
! Ex B.�EEZE Y I FEQ-6
N/F BENTON
D.B. 1562, PG. 720
EX-ST. SIDEWALK
TO BE REMOVED
PROPOSED PARKING
AREA
VI i I VI I \P1LLI\71 1, 1`4\21\ I I I v/11 I-II
PLAN APPROVAL
UTILITY INSTALLATION ANA OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND
HANDICAP RAMPS ARE To BE CONSTRUCTED ON -;`LL STREETS AS SPECIFIED BY
CITY CODE. THESE FACII.ITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE !S AUTHORIZED BY WRITTEN
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE.
TRANSPORTATION SERACES
PUBLIC UTILITIES
STORMWATER
PLANNING
N/F PERRY
D.B. 2236, PG. 400
ATTENTION CONTRACTORS
THE CONSTRUCTION CONTRACTOR RESPONSIBLE FOR THE EXTENSION
OF WATER, SEWER AND /OR REUSE, AS APPROVED IN THESE PLANS,
IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT
AT (919) 996 -6810, AND THE PUBLIC UTILITIES DEPARTMENT AT
(919) 857 -4540 AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION
OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE AIL
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH.
PUBLIC
SEWER COLLECTION EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON
THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED
FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
FEMA Map Panel #
1746J, #3720174600
uare feet
STREET PROTECTIVE YARD. 50 W/ SHOD -2 PLANTING (SEE ZONING CONDITIONAL NOTE 96)
TRANSITIONAL PROTECTIVE YARD: 20' TYPE -C (10' FOR ADJACENT VACANT PARCEL)
BUILDING HEIGHT: 40 FT. MAX.
DEVELOPMENT DATA
J --
PARKING REQUIRED:
1 SPACES PER 8 SEATS
(7 SF PER'SEAT'): 42 SPACES (2326 SF / 718 = 41.5)
® PARKING PROVIDED: 60 SPACES
TOTAL AREA: 6.245 ACRES `NOTE: SEE ZONING CONDITIONAL NOTE #5 BELOW
TOTAL NET AREA: 5.970 ACRES (LESS 0.275 AC. EXIST. R/M 1 TREE CONSERVATION REQUIRED: 0.501 AC. (10% OF SITE, 5.012 AC.)
TREE CONSERVATION PROVIDED:
DEVELOPING PARCEL #2 AREA: 5.012 AC. TREE CONSERVATION AREA,- CMD: 0.686 AC.
NET AREA: 4.895 AC. (LESS 0.117 AC. EXIST. RIM 2 TREE CONSERVATION AREA,`, -20' WIDE NEUSE RIPARIAN BUFFER ZONE 2: 0.129 AC.
NON- DEVELOPING PARCEL #1 AREA: 1.233 TOTAL TREE CONSERVATION PROVIDED: 0.815 AC. (163% t
NET AREA: 1.075 AC. (LESS 0.158 AC. EXIST. RfW)
EXISTING ZONING:
RESIDENTIAL -4 CUD, CONDITIONAL USE DISTRICT
1
AND CONSERVATION MANAGEMENT (Z -5.09)
ALLOWABLE USES:
CHURCHES, SYNAGOUES, TEMPLES, RELIGIOUS
NIA, EXISTING SINGLE LOT PARCEL
EDUCATION BUILDINGS, OR A SINGLE FAMILY
N/A
DETACHED DWELLING
EXISTING I PROPOSED USES:
RESIDENTIAL INSTITUTION (RELIGIOUS TEMPLE)
DRAINAGE BASIN:
POWELL CREEK, TRIBUTARY OF HARRIS CREEK
FEMA MAP PANEL #:
FM 3720174600J, FM 3720174700J
N/A
EFFECTIVE DATE: MAY 2, 2006
■
PUBLIC IMPROVEMENT SUMMARY
PHASE NUMBERS
1
NUMBER OF LOTS':
N /A, EXISTING SINGLE LOT PARCEL
LOT NUMBERS EY PHASE
NIA, EXISTING SINGLE LOT PARCEL
NUMBER OF UNITS.
N/A
LIVABLE BUILDINGS
1 PROPOSED BUILDING
OPEN SPACE
YES
NUMBER OF OPEN SPACE LOTS
1
PUBLIC WATER LF'j
N/A
PUBLIC SEWER (LF)
654
PUBLIC STREET
N/A
PUBLIC SIDEWALK (LF)
N/A
1. CHIEF SUBDIVISION INSPECTOR SHALL BE GIVEN 48 HOURS ADVANCE NOTICE PRIOR TO BEGINNING OF CONSTRUCTION.
2. SITE DEVELOPMENT IS EXPECTED TO BE COMPLETED WITHIN 36 MONTHS FROM PRELIMINARY SITE PLAN APPROVAL.
1 ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM ZONING ADMINISTRATION. ANY ON -SITE (DEMOLITION LANDFILLS OR STUMP HOLES SHALL BE A
MINIMUM OF 100' FROM ANY EXTERIOR PROPERTY LINE.
4. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL STANDARDS.
5. ANY DISCREPANCIES FOUND IN THE FIELD SHALL BE CALLED TO THE ATTENTION OF THE OWNER OR ENGINEER PRIOR TO 'PROCEEDING WITH WORK.
6. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY
AUTHORITIES.
7. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT -OF -WAYS, PUBLIC AND PRIVATE, PRIOR TO WORKING IN THESE AREAS.
8. GENERAL CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE PROTECTED FROM INJURY.
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC., AND THE
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF LABOR.
10. THIS PROPERTY IS WITHIN THE CITY OF RALEIGH LIMITS.
SITE NOTES:
1. ALL CONSTRUCTION SHALL BE PER CITY OF RALEIGH AND NCDOT STANDARDS AND SPECIFICATIONS. THE FOLLOWING DETAILS SHALL BE USED FROM THE CITY OF RALEIGH
"LAND DEVELOPMENT DESIGN STANDARDS ":
STD: 20.04 DRIVEWAY GRADES
STD: 30.03 STANDARD DROP INLET
STD: 30.14 STANDARD DROP INLET CASTING
STD: 30.15 STANDARD STORM MANHOLE COVER
2. ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF PAVEMENT, OR FACE OF BUILDING UNLESS OTHERWISE NOTED.
3. ALL LOT DIMENSIONS AND SITES ARE APPROXIMATE. REFERENCE RECORD PLAT FOR EXACT DIMENSIONS.
4. BUILDING SETBACK LINES, SIDEYARDS, AND REARYARDS SHALL CONFORM TO EXISTING ZONING REQUIREMENTS.
5. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION MAY EXIST BETWEEN 3.5' AND 10' IN HEIGHT
ABOVE THE CURBLINE ELEVATION OR THE NEAREST TRAVELED WAY, IF NO CURBLINE EXIST.
6. ALL DRAINAGE FACILITIES, CURB CUTS, AND CURB RAMPS MUST BE CONSTRUCTED IN COMPLIANCE WITH THE CITY OF RF :,_EIGH LAND DEVELOPMENT STANDARDS MANUAL.
7. ALL FILL PLACED ON BUILDING LOTS SHALL MEET NC STATE BUILDING CODE STANDARDS FOR 2,000 POUNDS PER SQUARE FOOT MINIMUM COMPACTION. MAXIMUM
GRADED SLOPES = 2:1
8. PE SEALED SHOP DRAWINGS FOR RETAINING WALLS, IF ANY, MUST BE SUBMITTED TO CITY ENGINEER PRIOR TO CONSTRUCTION, FOR HEIGHTS 4' OR GREATER.
TRANSPORTATION NOTE: A FEE -IN -LIEU WAS PAID FOR WIDENING, CURB AND GUTTER, AND SIDEWALK ALONG FRONTAGE OF PARCEL 2 AT FORRESTVILLE ROAD. FEE -IN -LIEU IN THE
AMOUNT OF $10,999.54 (ESTIMATE ID #528) MUST BE PAID, OR CITY COUNCIL APPROVED PAYMENT PLAN IN PLACE, PRIOR TOSSUANCE OF BUILDING PERMITS.
SCALE: 1" = 40'
0 40
.1
160
landscape architecture
planning
civil engineering
PR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1 tx, 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704- 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowen Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704 -98y -9114 Tel.
704 -987 -9938 Fax.
C A R O
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030523
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
FOR ANY PORPOISE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED, WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1
1 9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
2 -4 -11
PER C.O.R. 3RD REVIEW COMMENTS
Project Number DPR 10003
Title
SITE &
TREE CONSERVATION
PLAN
Sheet
C -0
SHEET 1 OF 10 TOTAL
U
a)
'o
li
0
O
CV
r

TOP MH MH
203.71'
a.
IIIIIIIII TOP MH
195.9T
FIBER
OPTIC -
SIGN
FIBER
OPTIC
SIGN
I VY IJ VVA I CK1_INr LW.J
193.47 _ 194.17
194.47
194.02
/
189.94 MH 'NV \19t.94 \
/ pgt °k 111 1 192.79 - -- 192.03 `
EXIST. FH 1�j SS'q 4 \� e \_192.07 Ext
TOP WV NUT / O \P4 �a 190�'St\ - f 19,.22
198.5' / 190.32 gL�} t8 ° §§ Sr 1- �DIp SEAR
,90.47 \ 5 .29 §§ �•--.-. 13%
/ sus / / �- 191• --- ._._,_ `, ---�. §§ -� '--�
O 9D.82 190.77 1.50 -�-
� / 190.20. --•• -_ _� � �§ � �--- -__ // �ru
o / s3 / / / 19027 wArER F 190.33 §§ '` §§ '-oz.0a �_ - 1ot.ts
t6s.7a t�.a9 POWELL CREEK -` ssg ---/J �• •18
/ 1116.30 °- 90.11 (BASIN 8, STREAM 7)
168.37 \ i 166T6H-+rm""' --! >86.9,5 1- ,96.79 - \ .97
188.. F.Q� 2 /198.78
EDGE OF
VJMER_ _ ��
\ X 7"8L" fiANGES DAILY (AP
99
�c RE K ts5.49 0.19sx771 e8-o 7
_TOP
Q � / / M�
H
189.37 1923 9a14
88.24 N/F J. H. POOLE 05
EDGE O 16s� S 89 °31'00® �,WATER t D.B. B 485 2 P G 168 _- �
197.75
­BM 123.08' ~.I S 79-23.00. U ooh 5 �c
P BLUE PAINT 1 ,89.80 190.51 `� E 191.45 X197.07'\
i CORNER WALL , / 190.40 �P
190.48 170.65' 190.E �� �1 to t �a��c`�
190.52 t9 \ - 197.80
91.59 191.37 '- .17 -
BEAVER 9200 �� 196.64
l^ ` ,®�4 189.2 E 35 192.00 196.26
19210 192.43 .tom, 01 89.97 I 192 //
91.01
BRIDGE 192.79
/,92.91 , 193.01 APLE 19115 _
92.32 - _
193.32 191.63 _ 192.00
192.00
593.01 � `� � � �-' _ - _ --- 197.18 •yyp'� �
15814
NOTE: o t- } ! I f 98.90 / 11
PP EXISTING WELL TO REAL IN SERVICE ��o `� I(� f 198.26 EXIST. /
EXISTING SEPTIC FIELD/TANK SHALL BE REMOVED oc' j ; j 1911.80 ONE N roLRY �� 192.00 � W
1 199.09 STORAGE
OR ABANDONED PER WAKE COUNTY STANDARDS N ° 1, BUILDING LU
193.78 1 98.67 \ 192.00 U) LU
I 198.30 FF AT DOOR
I I •198.57 199.35 } Q
m
` 1 I 198.46 U
LU ` ` I w 97.91 198.92 ® O
t
N/F YOUNG 194.67 1 II i 99.34 EXIST. EX. sw s7_ rU>
Q
D.B. 3055, PG. 2',�1 �; � STATUE I
f / 19940 EXIST. �OW LAND AREA
I 196.3e ��� 10.x.36 I _192.00 (POND
195.64 t I ,
APPROXIMATE LOCATION OF 100 \�1� ; 199.40
YEAR FLOOD LM E 196.62 7 (\ S1 192.00 T M
SCALED FROM F MA FIRM Nye.
3703681746J 196•53 1st.r PP � 199.25 192.00 l
z EFFECTIVE DATE MAY 2, 20 2 � YI iNV.qqPp INV.OUT -26 '
4• 191.12 - - 196.56 , _
m INV. LINE 191.79 1E
196.8' am® SUSHI TREE x.> i /
1.25 - -- ��,�� ��® 1 .20 vet J
199.45 \ \ n 17•gum N 2�g.2S O 199.20
�
INV. _ Zp
® 197.1'\\ 199.53 `yAGE
196.79 � 1QN •cm
yak 198.34 / 99g -- :LSER 200.79 rn
037 L,� 8.25' -APP XIMATE
?'p3..E. 23° 199.59
(PER. SEPT TANK 33-cm
t •�^/'1, a (S �"• ,/ NER OF H SE)
L 198. �17"oak 200.11
p6'3rBf --•... --•4 fj 17" / i 2 1
6'bp / oak 20cm �3
' +4► /2oo.tt 20014 t r'an
r�¢y / V oa IST. FH oa k / '� � i 45
�Y LP $ X0019 _ _
T 200.61 OpV
® 200.67 1 6 5.bp ' _ I 4 "jaP
- Z \ 1'peach / 9'mag 2 ) maple
� 0o.�i / 0
101. 17 201.51 •x 4•}ap 203.37
201.08 p A �pp_4 "bp / �7• \ maple°%
.37 Ow
� � 06 81'
200.14
J 1-
{ 201 .,,- .., ---•�
201.96 EX• CWC'
x
Z / r
0 201.68
o
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0
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7
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202.0. r7
°o- A � / PAR EL 1, ID 1056070 S FF z EX, D
\V oak ARE = A.23.3_= URE_S 201 )i/ 203.03 f EXIST. 206.x1 204.x3
2•cherty / DB 150, PG. 0486 grbp % ONE �El
IN
4
J ti m EX. GRAWEL �t INV. // OW LECT. 204 d9 C
LOT- 203.3' METER X. CON
PA 1' G _
7"bp TOgREiu N \� 5 "chepy 1
4 \ \� i �3'rra�g - O 203.41 4tEEZ Y 15
T F / 203.45 r SW
N + O�i 203.06 - P
i LP 205 30'
v I 4 'bp/ 2x4.77 FF
Z 203.69 \V / 203.69 { EX. STA E EXIST .13i
p FRAM ELECT.
104 t, EXIS .6o SW ANTEt�t'�
METER
IT, 4 "b f-i : ::r�.: Qi?-• L L
I
I
. STAIRS
EXIST. EX. BRICK O
EX. STATUE REFLECTING PAVERS 192•00 j
POOL AREA
1 I t o lit
EOW �t 0 °
r
I o�ov O
.19200
Ff APPROXIMATE LOCATION OF 100 tsz m to 1
s/y YEAR FLOOD LINE 192.2
SCALED FROM FEMA FIRM ts25s
370368 1746J
TOP 1201.1,f EFFECTIVE DATE MAY 2, 2006 \� ti92.16 1szs37Q• 119231
PARCEL #2, ID 009544 INV.I Zoos
AREA = 5.012 ACRES INV. T 200.6 1192.27
1NV.193.3 - 193.E tg "
DB 7975, PG 514 �•
13" N/F POOLE
& MB 1974, PG 100 �� ts3.s5 MAPLE 3.sa ..193.72 D.B. 5689, PG. 1
ro 194.14 /
203.52 1 " YI TOP YI 201.13' 194.10 - _194.88 MAPLE _194.116
203.77 Q INV.IN 199.3' 1B•MAPLE /
1 I
203.86 C 5 OP YI 20 .14' Y 1.32 99.8'
Cp11 Z 50 1 \ V.OUT 200.6 _AI YI
\ EY' DESTINATIO \a Y1
82 s EXIST- 20: �55 �N KNOWN 201.45
TUES i L 201.98 4NJ 2 TOP YI 201.49'
2 i INV.IN 200.5'
INV.IN 21
.47 90 203 i INV.OUT 200.4'
1 .59 2 \ 204.02 OLP
:..
203.941 :i: i... r J:: :.:.i:i:., :. 202.16
1
•
/ 57 \ 725 148 202.34 202.42
2 INV.OUT 198.9
TOP Yl 201.19
INV.IN 199.8'
INV.IN 1990
INV.OUT 199.T
1.59
201.
Sh, F
201.84
` A
\ �JP�53 '
\ ` ... .. 204.65 LP 93 �� '.35
f� :. OPY405.3 -----,,203.00 c� Ci TDPYI201.56
p IN \ 203.44
O o 202. 4'CPP INV.OUT 204.6 1t O X51 0T ' INV.IN 200.3
EX. GRAVEL 204.81 5-bp � 203.51 \ 20273 `� N 1� INV.OUT 199.T
POLE: irrtr :e (2*bp 47 204.87 Y�
TO BE REMOVED 2'bp 205.8 ts` 2t�t _
HATCHED) TYP. GRA L TOPOU205.6T � -'° _
205.0E ' PP r \ _ _ 202.60
(
" EX � Y INV 21426 _ 204.89
`EX. GRAVEL 14 t _e-
PIP
DRIV 21152F__- �- �- -- 205. TO BE 'MOVED \ `i, I
2as.4ti' - o - - -': } dw 205.59 zat.s7 (HATCHESD) TYP. \ 1 ` zoz.�t�
i
This map is drawn from an actual survey made under my supervision based on information found
in the above referenced record document(s), and is correct to the best of my knowledge. The
unadjusted ratio of precision Is 1/10,000 +. This map does not meet the standards for record plat
as per GS47 -30 and is not to be recorded or used in conveyance without written permission from
the surveyor and appropriate town officials.
ELECTRONIC COPY P. L.S.L2629
SIGNED,SEALED COPIES AVAILABLE FROM SURVEYOR
NOTES:
1.) Areas are by coordinate computation.
2.) Distances are horizontal ground distances
3.) North arrow is referenced to recorded
document shown above unless otherwise noted
4.) Buill / house ties) are perpendicular to
property lines unless otherwise noted
5.) Bearings and distances of title lines shown
are from record plat(s) and /or deed(s).
6.) Field measurements are shown in parentheses
where significant differences exist from record
lot, or where record lot does not dose
mathematically.
7.) The accuracy of the topographic information
shown on this map is exceeds accuracy of half
of one contour interval over 90% of the site.
APLE CIL
PLE DITCH
L1
194.77 -
�Q
.65 ------
195.84 •TWIN
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LEGEND
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197.96 WL _ 19540
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OCOMPUTED POINT
0 IRON PIPE SET
Q EXISTING IRON PIPE
ePLE :
=2ot�40
®STREET ADDRESS
0�' . �,\ \
201 34 196.60
21122 N/F GAY
o
201.50
1*50
PP POWER POLE
LP LIGHT POLE
• y 96.91 _
211.76 D.B. 7357, PG. 410
E- OVERHEAD ELECTRIC LINES
F�
-T- OVERHEAD TELEPHONE LINES
FENCE
1 -t 97.38
�M 0
DPR Associates, Inc.
-X-
EOG EDGE OF RAVEL
WV WATER VAL
201.7 G4%
FH FIRE HYDRANT
O 201.12 19
ELECTRICAL ENGINEER:
CO SANITARY SEWER CLEAN OUT
MH SANITARY SEWER MANHOLE
23 /
198.30
1111 The Plaza
Charlotte NC 28205
CPP CORRIGAED PLASTIC PIPE
BEARING SYSTEM
BASED ON BOOK
i
In N
r`1T
Schultz Engineering Group
/ - 197.63
OF MAPS 1974 -100
iti tU
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201.75 /
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
° �
I Q1 _2;r 1.7s
r_.•
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
TREE LEGEND:
e� 19667 INV. LIT
O
d
N/F PERRY
...........
1, S S /
MAG MAGNOLIA
f� ® � s"CPP
D.B. 2236, PG. 400
BP BRADFORD PEAR
INV.198.6
{ 169 DRD 1960 1
q
CM CRAPE MYRTLE
C,I I tR ZZ
ELEVATION 221.67'
DW DOGWOOD
`a
SEAL <^ _
1 030523
23 "Fare f n \ 204.92 ��,P Y1.05
.......................
OOW N 4 210.56 209.38
ii rr ::i: i
20643
EX. GRAVEL : :;: Zr : : : : : : : :`= 210.75
TO BE REMOVED ��- ,t"cherty TOPY1220.8 209.32
\ YI TOP Yl 2 221131 crape mYiO� ( r
WV. I -each j �`
(HATCHED) TYP. 1. -PVC NDEVONSWCTIOO PP 120 57 KE IN POLE j
212.73
L1
I°°° 184.23' 210.86
BUSH TR NE S 86 °58'30 W
.65 ------
North Carolina Buddhist Association
/
4229 Forestville Rd.
Raleigh, NC 27616 -9620
;51u7
CEDAR 211.38
211.13
~
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ASP Consulting PLLC j
Do R
818
21122 N/F GAY
o
DESIGNER:
Mr. Binh Nguyen
211.76 D.B. 7357, PG. 410
r
�
704 -819 -0586 Tel.
CIVIL ENGINEER:
l
DPR Associates, Inc.
213.65
704 - 332 -1204 Tel.
704 -332 -1210 Fox.
p0
ELECTRICAL ENGINEER:
K.M. Armstrong
�t
x
1111 The Plaza
Charlotte NC 28205
BEARING SYSTEM
BASED ON BOOK
v
In N
r`1T
Schultz Engineering Group
O
m
OF MAPS 1974 -100
iti tU
Z O
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
° �
rn
r_.•
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
-- - ..........._.._.
O
d
...........
1, S S /
i GRID MONUMENT
1k
{ 169 DRD 1960 1
q
C,I I tR ZZ
ELEVATION 221.67'
SEAL <^ _
NOTE:
MOST COMMON SHRUBS
ARE AZALEAS AND HOLLIES
NOTE: ONLY UTILITIES WITH VISIBLE EVIDENCE LOCATED.
UNDERGROUND UTILITY LINES SHOWN ARE APPROXIMATE
AND EXTENT IS ESTIMATED & MAY BE INCOMPLETE.
EXCAVATION MAY BE REQUIRED TO VERIFY LOCATIONS.
OTHER UNDERGROUND UTILITIES MAY EXIST. CALL ONE CALL
CENTER AT 1- 800 - 632 -4949 BEFORE DIGGING.
SCALE: 1" = 40'
0' 40' 80' 120' 160'
call Gillespie, P.L.S.
Land Surveying
1801 White Oak Church Road
RECISIONS PROPERTY OF Apex, North Carolina 27523
N.C. BUDDHIST ASSOCIATION Telephone #
4229 FORESTVILLE ROAD (919) 387 -0208
RALEIGH NC 27616 -9620
TOWNSHIP WAKE FOREST COUNTY: DATE 4 -18 -2010 SURVEYED BY COGO FILE
UDH -T.DAT
ETJ: RALEIGH STATE: NORTH CAROLINA SCALE 1 "=40' DRAWN BY KH NCB NCB D FILE
ZONE: R-4 P.I.N. 1746 49 3709 CHECKED & CLOSURE BY NWG NCBUDH -T.GCD
f
L
VICINITY MAP
(1 " =800')
ANON MUST p4,1�
�+ vS\LITY pe-"'tk
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Phi
a�oRaYOVn�
1-800-63Z490
1. CONTRACTOR IS FULLY Y RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED,
CITE' OF RALEIGH, NORTH CAROLINA
PLAN APPROVAL
UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
CITY CODE. THESE: FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO 'GNSTAI.ED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING
SCALE: 1" = 40'
0 40
:!
9.111
landscape architecture
planning
civil engineering
OWNER:
Phan Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC j
Do R
818
-�Cel
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 -819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Howthome Lone
Charlotte NC 28204
704 - 332 -1204 Tel.
704 -332 -1210 Fox.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte NC 28205
704 - 339 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL do PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704 - 987' -9114 Tel.
704 - 987 -9938 Fax.
CI,I I A
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PROPRIETARY AND PRNA INFORMATION THESE
DOCUMENTS SHALL NOT E DISCLOSED
DUPLICATED OR USED IN WHOLE OR BART,
FOR ANY PORPOISE OTHER THAN UNDER WHICH
CONNECTION WITH '(FIE Cf
EpROJ
R WAS PROVIDED OR DEVELWIT'HOUT
THE EXPRESSED WRITTEN P I ON OF
TH NA EOWNER/MANAGER OF THE FACILITY
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES.
ONLY,
INDICATED, REFERENCE
Drawn
Checked
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
3
Z
Z
0
W
Project Number DPR 10003
C
x718
�
EXISTING CONDITION
O
PLAN
vi
g
Sheet
`-
U
C -1
Q)
O
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O
S�4
SHEET 2 OF 11 TOTAL

O` d
m � 1
EXISTING TREES TO BE
RELOCATED / REMOVED, TYP.
70
EXISTING TREES ALONG
FORESTVILLE ROAD
FRONTAGE TO REMAIN, TYP.
" GRAVEL
DRIVE
®` 1
%jo,
4
TREE CONSERVATION
AREA (HATCHED)
(SEE SHEET C -0 FOR NOTES)
® `Pr_nNRBUSHTRE
PLANT SCHEDULE
TREES QTY BOTANICAL COMMON MIN. SIZE (a PLANTING APPROXIMATE MATURE HEIGHT
AR 5 ACER RUBRUM RED MAPLE 14' HT 2" CAL. t40'- 60' HT.
AS 9 ACER SACCHARUM'LEGACY' LEGACY SUGAR MAPLE 14' HT 2" CAL. ±80' HT.
LI 5 LAGERSTROEMIA INDICA'NATCHEZ' NATCHEZ CRAPE MRYTLE 6' HT MULTI -STEM ±20'- 30' HT. 0O4 M �T �ON�
P
MG 4 MAGNOLIA GRADIFLORA SOUTHERN MAGNOLIA 8' HT 2" CAL. ±90' HT. �� �O \S /'OTC p�
SHRUBS
QTY
BOTANICAL
EF
29
EUONYMUS FORTUNEI 'EMERALD & GOLD'
FI
6
FORSYTHIA X INTERMEDIA
IC
43
ILEX CRNUTA'BERFORDII NANA'
IH
6
ILEX CRENATA'COMPACTA'
IN
41
ILEX 'NELLIE R. STEVENS'
LS
7
LIGUSTRUM SINESE'VARIEGATA'
Si
19
SPIRAEA JAPONICA'NORMAN'
COMMON
EMERALD ?' GOLD WINTERCREEPER
FORSYTHIA,
DWARF BUR=ORD HOLLY
COMPACTA.HOLLY
NELLIE STEVENS HOLLY
VARIGATED PRIVET
NORMAN S =IRAEA
MIN. SIZE 0 PLANTING
MIN. 18" HT
MIN. 24" HT.
MIN. 24" HT.
MIN. 24" HT.
MIN. 24" HT.
MIN. 24" HT.
MIN. 18" HT
±24" HT.
±4'- 6' HT.
±4'- 6' HT.
±6' -THT.
±30' HT.
±8'- 10' HT.
±12" - 24" HT,
EXISTING RELIGIOUS
DISPLAYS TO REMAIN
TYP.
1
I
I
I
TREE
CONSERVATION
AREA (HATCHED)
(SEE SHEET C -0
FOR NOTES)
I
J XA1 �2uv , Z
O
13„ OAK P,
N
(. . . . . . . . . . . . . . . . . . . . . . MAPLE . . . . M . o
....... ............. ...... -4?
. . . . . . . . . . . .MAPLE
10" 18 "MAPLE
. . . . . . . . . . .
MAPLE
. . . . . . . . MAPLE
\S. 10 "TWIN
Slip. .��� MAPLE
4i
O' THE 2�0 . . . . . 10„
IUS,TY \ ,
�� \ .�OS,i. ./ MAPLE
PRO S .LARGE S /
MATURING EE,
+
+
100'BUFFER SECTION:
Phat Tich
J W
FDRESTVILLE ROAD
100' SUFFER SECTION
12.
_
M
SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE, CONTRACTOR SHALL
C')
EXISTING RELIGIOUS
DISPLAYS TO REMAIN
TYP.
1
I
I
I
TREE
CONSERVATION
AREA (HATCHED)
(SEE SHEET C -0
FOR NOTES)
I
J XA1 �2uv , Z
O
13„ OAK P,
N
(. . . . . . . . . . . . . . . . . . . . . . MAPLE . . . . M . o
....... ............. ...... -4?
. . . . . . . . . . . .MAPLE
10" 18 "MAPLE
. . . . . . . . . . .
MAPLE
. . . . . . . . MAPLE
\S. 10 "TWIN
Slip. .��� MAPLE
4i
O' THE 2�0 . . . . . 10„
IUS,TY \ ,
�� \ .�OS,i. ./ MAPLE
PRO S .LARGE S /
MATURING EE,
+
+
100'BUFFER SECTION:
0
N
L 3 -AR 50' STREET PROTECTIVE YARD: ±173 L.F. SCALE 1 " =20'
REQUIRED PLANTING AMOUNTS (PER 100 L.F.): TOTAL PROVIDED PLANTING
(PER SHOD -2 PLANTING REQUIREMENTS) AMOUNTS (ENTIRE LENGTH):
5 - SHADE TREES (2 EVERGREEN) 9 - SHADE TREES (4 EVERGREEN)
3 - UNDERSTORY TREES 5 - UNDERSTORY TREES
16 - SHRUBS (60% EVERGREEN] 28 - SHRUBS (60% EVERGREEN)
100' C-TYPE BUFFER SECTION
f fwrcnI I uwc
20'C-TYPE BUFFER: ±121 L.F.
REQUIRED PLANTING AMOUNTS (PER 1100 L.F.): TOTAL PROVIDED PLANTING
(PER SECTION 10- 2082.9 SCHEDULE Cs" AMOUNTS (ENTIRE LENGTH):
TRANSITIONAL PROTECTIVE YARDS) 4 - SHADE TREES
7 - SHADE TREES (3 PROVIDED, 30' O.C.) 47 - SHRUBS (EVERGREEN)
70 - SHRUBS (EVERGREEN) (39 PROVIDED, 60.C.)
100' C -TYPE BUFFER SECTION
19 -IC
20 -IN
\ ' 5 -SJ , _ — — ' ��t"X ® I KttLINt I U KtMAIN ANU 4 -IC
CREDITED TOWARDS C -TYPE PROPOSED LARGE 3-IC 4 -IC 3 -IC
v 8 -EF Jg BUFFER REQUIREMENTS, TYP. s MATURING EVERGREEN _ ___ _ _ _ _ _ _ _ _ _ 3-IC
/ 1 -AS
PROPOSED °
+
UNDERSTORY TREE
PROPOSED
10 -IC 1� � � � I LE 1 " =20'
EVERGREEN SHRUB
?ROPERTY LINE
PROPOSED
PARKING AREA PROPOSED
5_ �yQ \ ® i SHRUBS, TYP. DECIDUOUS SHRUB 10'C-TYPE BUFFER: ±381 L.F.
9 -SJ G REQUIRED PLANTING AMOUNTS (PER 100 L.F.): TOTAL PROVIDED PLANTING
4y EXISTING TREE T BE
(PER SECTION 10- 2082.9 SCHEDULE OF AMOUNTS (ENTIRE LENGTH):
\ % T RELOCATED / REMOVED TRANSITIONAL PROTECTIVE YARDS) 11 - SHADE TREES
® rr 7 - SHADE TREES (3 PROVIDED 30' C.C.) 133 - SHRUBS (EVERGREEN)
1 -AS ® -' EXISTING TREE
- - - - - - 70 - SHRUBS (EVERGREEN) (35 SHRUBS PRO,�.IDED, 5' O.C.)
8 -EF °`
/
NOTES:
' BUFFER TREES IN THIS AREA PARKING LOT PLANTING REQUIREMENTS 1. ALL PROPOSED TREES AND SHRUBS WITHIN THE PROPOSED 50' SHOD -2 STREET PROTECTIVE YARD SHALL
- -f – TO BE USED TO MEET MEET THE REQUIREMENTS OF THE CURREI�lT CITY OF RALEIGH ZONING ORDINANCE, SECTION 10 -2059 a (a).
REQUIRED PARKING LOT (PER CITY OF RALEIGH ZONING ORDINANCE, SECTION 10- 2082.6)
2. ALL PROPOSED TREES AND SHRUBS WITHlil THE PROPOSED C -TYPE BUFFER SHALL MEET THE
PLANTING REQUIREMENTS TOTAL VEHICULAR SURFACE AREA; ..................23,745 SF E�ISTING OVERHEAD
REQUIREMENTS OF THE CURRENT CITY OF RALEIGH ZONING ORDINANCE, SECTION 10- 2082.9.
ELECTRIC LINE & POW
ER VEHICULAR SURFACE
REQUIRED PLANTING AMOUNTS
\ F,`IOLE TO BE RELOCATED, AREA (SHADED) 2. EXISTING TREES AND SHRUBS LOCATED IN BUFFERS ARE TO BE SAVED AND CREDITED TOWARDS THE
/(PROGRESS ENERGY) TREES (1 TREE / 2,000 SF).-..­­­ ,,,,,,,,,,,,,,•,,,,,,,,, 12 TREES TOTAL PLANTING REQUIREMENT. QUANTITIES OF PLANT MATERIAL SHOWN MAY VARY PENDING THE
TYP. _ SHRUBS (1 SHRUB / 500 SF).* ................................ A8 SHRUBS (60% EVERGREEN) VERIFICATION OF THE EXISTING BUFFER B�` THE ZONING ADMINISTRATOR.
—OFFER TREE TO BE i
/USED TO MEET ,
LOT PLANTING ,Z PLANTING PLAN NOTES: TREE PROTECTION NOTES:
r LOT PLANTING ��'
' REQUIREMENTS 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION 10. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT -OF -WAY WITH THE NORTH
OF "AMERICAN STANDARDS FOR NURSERY STOCK ", BY THE AMERICAN ASSOCIATION OF CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION DEPARTMENT.
�:1 NURSERYMAN, INC.
11. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED BY THE
2• HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE PRECEDENCE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. CONTRACTOR SHALL
REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL
OVER CONTAINER SIZE AND CALIPER.
Phat Tich
EXISTING R/W_
FDRESTVILLE ROAD
100' SUFFER SECTION
12.
I
SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE, CONTRACTOR SHALL
Address
Address
I FUTURE R/W
PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES.
Mr. Binh Nguyen
THE TOP 24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL /PLANTING MIX STANDARDS FOR
704- 819 -0586 Tel.
CIVIL ENGINEER:
TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE)
4• CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT THE
704 - 332 -1204 TeL
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL TOPSOIL IF
W
LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD
NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS.
MECHANICAL & PLUMBING ENGINEER:
.
212 North McDowell Street, Suite 204
Charlotte, NC 28204
aw
..
5• CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD BARK.
14.
..I
CONTRACTOR SHALL MULCH ALL ANNUAL /PERENNIAL BEDS WITH V PINE BARK FINES.
O
CONTRACTOR SHALL CALL FOR AN INSPECTION OF TREE PROTECTION AND /OR TREE PLANTING AREAS,
Z'o °Q 9� e9
.+.
6. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE
15.
.... ..
...
III \ \\\IIIIIIIII /!!ll���
MULTI -STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO FIVE TRUNKS, AND A MINIMUM
�
. 3 -FI
7- CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN DIAMETER, AND ALL
NEB
NG\J*(
CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER
Q
.......
..2 -LS...
.. ....
.. 3 -LI . .
ZONING ORDINANCE AND IT W ) PER THE
L B CI
WILL E P
IF INSUFFICIENT) SUPPLEMENTED SU ( IENT
LAWN AND PLANTING AREAS.
C
3_IH .
......
3 -EI ..........
.
8• IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL
URBAN FORESTER.
REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR
—31 — —
— 2 -LS
SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS.
y
DUPLICATED OR USED IN WHOLE OR BART,
OTHER
CONNECTION W THEt E UNDER WHICH
W
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn DV
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
2
W
PER C.O.R. 4TH REVIEW COMMENTS
r�
I
Project Number DPR 10003
Title
PLANTING
PLAN
Sheet
C-2
SHEET 3 OF 10 TOTAL
w
W
�
I
LO
s
MG
1 -MG
n
0
N
L 3 -AR 50' STREET PROTECTIVE YARD: ±173 L.F. SCALE 1 " =20'
REQUIRED PLANTING AMOUNTS (PER 100 L.F.): TOTAL PROVIDED PLANTING
(PER SHOD -2 PLANTING REQUIREMENTS) AMOUNTS (ENTIRE LENGTH):
5 - SHADE TREES (2 EVERGREEN) 9 - SHADE TREES (4 EVERGREEN)
3 - UNDERSTORY TREES 5 - UNDERSTORY TREES
16 - SHRUBS (60% EVERGREEN] 28 - SHRUBS (60% EVERGREEN)
100' C-TYPE BUFFER SECTION
f fwrcnI I uwc
20'C-TYPE BUFFER: ±121 L.F.
REQUIRED PLANTING AMOUNTS (PER 1100 L.F.): TOTAL PROVIDED PLANTING
(PER SECTION 10- 2082.9 SCHEDULE Cs" AMOUNTS (ENTIRE LENGTH):
TRANSITIONAL PROTECTIVE YARDS) 4 - SHADE TREES
7 - SHADE TREES (3 PROVIDED, 30' O.C.) 47 - SHRUBS (EVERGREEN)
70 - SHRUBS (EVERGREEN) (39 PROVIDED, 60.C.)
100' C -TYPE BUFFER SECTION
19 -IC
20 -IN
\ ' 5 -SJ , _ — — ' ��t"X ® I KttLINt I U KtMAIN ANU 4 -IC
CREDITED TOWARDS C -TYPE PROPOSED LARGE 3-IC 4 -IC 3 -IC
v 8 -EF Jg BUFFER REQUIREMENTS, TYP. s MATURING EVERGREEN _ ___ _ _ _ _ _ _ _ _ _ 3-IC
/ 1 -AS
PROPOSED °
+
UNDERSTORY TREE
PROPOSED
10 -IC 1� � � � I LE 1 " =20'
EVERGREEN SHRUB
?ROPERTY LINE
PROPOSED
PARKING AREA PROPOSED
5_ �yQ \ ® i SHRUBS, TYP. DECIDUOUS SHRUB 10'C-TYPE BUFFER: ±381 L.F.
9 -SJ G REQUIRED PLANTING AMOUNTS (PER 100 L.F.): TOTAL PROVIDED PLANTING
4y EXISTING TREE T BE
(PER SECTION 10- 2082.9 SCHEDULE OF AMOUNTS (ENTIRE LENGTH):
\ % T RELOCATED / REMOVED TRANSITIONAL PROTECTIVE YARDS) 11 - SHADE TREES
® rr 7 - SHADE TREES (3 PROVIDED 30' C.C.) 133 - SHRUBS (EVERGREEN)
1 -AS ® -' EXISTING TREE
- - - - - - 70 - SHRUBS (EVERGREEN) (35 SHRUBS PRO,�.IDED, 5' O.C.)
8 -EF °`
/
NOTES:
' BUFFER TREES IN THIS AREA PARKING LOT PLANTING REQUIREMENTS 1. ALL PROPOSED TREES AND SHRUBS WITHIN THE PROPOSED 50' SHOD -2 STREET PROTECTIVE YARD SHALL
- -f – TO BE USED TO MEET MEET THE REQUIREMENTS OF THE CURREI�lT CITY OF RALEIGH ZONING ORDINANCE, SECTION 10 -2059 a (a).
REQUIRED PARKING LOT (PER CITY OF RALEIGH ZONING ORDINANCE, SECTION 10- 2082.6)
2. ALL PROPOSED TREES AND SHRUBS WITHlil THE PROPOSED C -TYPE BUFFER SHALL MEET THE
PLANTING REQUIREMENTS TOTAL VEHICULAR SURFACE AREA; ..................23,745 SF E�ISTING OVERHEAD
REQUIREMENTS OF THE CURRENT CITY OF RALEIGH ZONING ORDINANCE, SECTION 10- 2082.9.
ELECTRIC LINE & POW
ER VEHICULAR SURFACE
REQUIRED PLANTING AMOUNTS
\ F,`IOLE TO BE RELOCATED, AREA (SHADED) 2. EXISTING TREES AND SHRUBS LOCATED IN BUFFERS ARE TO BE SAVED AND CREDITED TOWARDS THE
/(PROGRESS ENERGY) TREES (1 TREE / 2,000 SF).-..­­­ ,,,,,,,,,,,,,,•,,,,,,,,, 12 TREES TOTAL PLANTING REQUIREMENT. QUANTITIES OF PLANT MATERIAL SHOWN MAY VARY PENDING THE
TYP. _ SHRUBS (1 SHRUB / 500 SF).* ................................ A8 SHRUBS (60% EVERGREEN) VERIFICATION OF THE EXISTING BUFFER B�` THE ZONING ADMINISTRATOR.
—OFFER TREE TO BE i
/USED TO MEET ,
LOT PLANTING ,Z PLANTING PLAN NOTES: TREE PROTECTION NOTES:
r LOT PLANTING ��'
' REQUIREMENTS 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST EDITION 10. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT -OF -WAY WITH THE NORTH
OF "AMERICAN STANDARDS FOR NURSERY STOCK ", BY THE AMERICAN ASSOCIATION OF CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION DEPARTMENT.
�:1 NURSERYMAN, INC.
11. ALL STRAPPING AND TOP 2/3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED BY THE
2• HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLANT SCHEDULE SHALL TAKE PRECEDENCE CONTRACTOR FROM ROOT BALL PRIOR TO BACKFILLING PLANTING PIT. CONTRACTOR SHALL
REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL
OVER CONTAINER SIZE AND CALIPER.
Phat Tich
Ian Hanh
3• ALL ANNUAL /PERENNIAL BEDS SHALL BE AMENDED BY THE CONTRACTOR PER THE
12.
FOR NEW PLANTING AREAS, CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL SUB -BASE
SPECIFICATIONS AND RAISED 8" ABOVE EXISTING OR PROPOSED GRADE, CONTRACTOR SHALL
Address
Address
AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24" NEW TOPSOIL, OR AMEND
PROVIDE TOPSOIL AS REQUIRED TO RAISE GRADES.
Mr. Binh Nguyen
THE TOP 24" OF EXISTING SOIL TO MEET SPECIFIED TOPSOIL /PLANTING MIX STANDARDS FOR
704- 819 -0586 Tel.
CIVIL ENGINEER:
TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SQUARE FEET PER TREE)
4• CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB AT THE
704 - 332 -1204 TeL
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL TOPSOIL IF
13.
LARGE MATURING TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD
NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS.
MECHANICAL & PLUMBING ENGINEER:
DISTRIBUTION OR TRANSMISSION LINES, IF TREES CONFLICT WITH POWER LINES OR SIGNS,
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel,
704- 347 -0093 Fax.
CONTRACTOR SHALL CONTACT URBAN FORESTER TO RESOLVE PRIOR TO PLANTING.
5• CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD BARK.
14.
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
CONTRACTOR SHALL MULCH ALL ANNUAL /PERENNIAL BEDS WITH V PINE BARK FINES.
CONTRACTOR SHALL CALL FOR AN INSPECTION OF TREE PROTECTION AND /OR TREE PLANTING AREAS,
Z'o °Q 9� e9
SEVEN TO TEN DAYS PRIOR TO THE TEMPORARY OR FINAL CERTIFICATE OF OCCUPANCY DATE.
6. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE SEEDED BY THE
15.
MINIMUM TREE SIZE AT PLANTING SHALL BE TWO INCH (2 ") CALIPER (FOR SINGLE STEM TREES), ALL
CONTRACTOR.
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MULTI -STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO FIVE TRUNKS, AND A MINIMUM
EIGHT FEET TALL. UNDERSTORY TREES SHALL BE A MINIMUM OF SIX FEET TALL AT PLANTING.
7- CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN DIAMETER, AND ALL
NEB
NG\J*(
CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND OTHER DELETERIOUS MATTER
16.
EXISTING VEGETATION TO BE SAVED SHALL MEET THE REQUIREMENTS OF THE CITY OF RALEIGH
WHICH WOULD BE HARMFUL, OR PREVENT PROPER ESTABLISHMENT AND /OR MAINTENANCE OF
ZONING ORDINANCE AND IT W ) PER THE
L B CI
WILL E P
IF INSUFFICIENT) SUPPLEMENTED SU ( IENT
LAWN AND PLANTING AREAS.
C
RECOMMENDATIONS OF THE INSPECTOR.
N
17.
ADDITIONAL TREE(S) MAY BE REQUIRED TO MEET THE ZONING ORDINANCE, AS DIRECTED BY
8• IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR SHALL
URBAN FORESTER.
REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. CONTRACTOR
18.
SEE SHEET C -5 FOR APPLICABLE PLANTING DETAILS.
SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRED TO FILL THESE EXCAVATIONS.
9• CONTRACTOR SHALL RESEED /RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL
DUPLICATED OR USED IN WHOLE OR BART,
OTHER
CONNECTION W THEt E UNDER WHICH
INSTALLATION.
BEFORE YOU DIG!
CONTACT ONE –CALL CENTER
1- 800 - 632 -4949
1. CONTRACTOR IS FULLY RESPO+iNSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ASSURING THAT EXISTING UTIL71ES ARE LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFET°:-' TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CiA,,ROLINA DEPARTMENT OF TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES" SPECIFICATIONS.
4. SHORING WILL BE ACCORDING 70 OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
SCALE: 1" = 30'
0' 30'
.1
120'
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING _
FIRE
URBAN FORESTRY
1 • NO SOIL'. DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS,
TRAFFIC„ BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS
ALLOWED' IN THE TREE PROTECTION ZONE.
2. TREE PROTECTION FENCE IS TO BE LOCATED AROUND THE PERIMETER OF
ALL TREE PROTECTION AREAS, UNLESS OTHERWISE NOTED ON THIS PLAN.
3. BEFORE 'GRADING CONSTRUCTION BEGINS, CONTACT URBAN FORESTER
FOR INS=ECTION OF TREE PROTECTION BARRICADES.
4. LIMITED CLEARING OF UNDERBRUSH LESS THAN 2 INCHES IN DIAMETER
MAY BE NONE WITH HAND HELD TOOLS WITHIN TREE PROTECTION AREAS,
AT OWNER'S OPTION.
5. TREE PROTECTION FENCE/ BARRICADES MUST MEET OR EXCEED TREE
ORDINANCE GUIDELINES STANDARDS.
6. TREE PROTECTION FENCE/ BARRICADES MUST BE INSTALLED BEFORE ANY
DEMOLITION/ CLEARING/ GRADING/ CONSTRUCTION AND NOT REMOVED
UNTIL INSPECTION BY URBAN FORESTRY STAFF.
7. CONTRACTOR TO SAVE ANY LARGE MATURE TREES NOT WITHIN
ESTABLISHED TREESAVE AREA IF BUILDING PLACEMENT AND LOT GRADING
ALLOW.
landscape architecture
planning
civil engineering
PR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.1204 1.. fx. 704.332.1210 I www.dprassociates.net
OWNER:
Phat Tich
Ian Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
Mr. Brian Bumann
Address
Address
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704- 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 TeL
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel,
704- 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -9114 TeL
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR BART,
OTHER
CONNECTION W THEt E UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn DV
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
2
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
PLANTING
PLAN
Sheet
C-2
SHEET 3 OF 10 TOTAL
0
N_

TOP
MH iNV. - _ _ ®Q.-
\ _`" -�' NOTE: CENTER LINE OF CREEK "IS PROPERTY LIPIE SEE
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LEGEND
°® EXISTING PROPERTY LINE
EXISTING RIGHT OF WAY
EXISTING TREE TO REMAIN
_ 85 - _ ® EXISTING 2' CONTOUR
850 PROPOSED 2' CONTOUR
TP TP- TEMPORARY TREE PROTECTION FENCE
PROPOSED LIMIT OF GRADING
0 MM ® ®eQ PROPOSED DRAINAGE PIPE
a ® GRAVEL RIP RAP APRON
r" } „ i• r. r:. F, ; ;; Iz FEMA 100 YEAR FLOODLINE
:•: r G#;3 ?, -_ =I NEUSE RIVER BUFFER
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o _._�` .- �.. -__. I 123.08' i �. ®S 7g °23'00 "E 1s1.a5 �2�
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196.50
ROP. MATTING PROTECTION
USE NAG LINER"- -
SEE DTL 13, SHEET C -5 -
L
N/F BENTON
D.B. 1562, PG. 720
GRADING AND STORM DRAINAGE. NOTES
1. BOUNDARY MAP, EXISTING SURVEYING INFORMATION, AND SELECTED TOPOGRAPHY DATA PROVIDED
BY NIALL GILLESPIE LAND SURVEYING, DATED 8 -20 -2008 AND 5-6 -2010, NAD 83 GRID COORDINATES.
TOPOGRAPHY SHOWN OUTSIDE OF PROPERTY LIMIT IS FROM THE GIS.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS MUST BE VERIFIED BY THE
GENERAL CONTRACTOR PRIOR TO GROUND BREAKING.
4, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREPANCIES FOUND BETWEEN
ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION
PRIOR TO PROCEEDING.
5. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES IN THE FIELD BEFORE BEGINNING
CONSTRUCTION.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING GRADE,
7, ALL FILL TO BE COMPACTED TO 95% A.A.S.H:T.O. STANDARD COMPACTION,
8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE APPROXIMATE CUT AND FILL
LIMITS, OR OTHER GRADING REQUIREMENTS.
9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND SIDEWALKS ARE TO FINISHED
ELEVATIONS (TOP OF PAVEMENT). REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH
CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL DRAIN BY GRAVITY FLOW
AWAY FROM BUIDLING(S) AND ACROSS NEW PAVEMENT AND /OR LANDSCAPE AREAS TO NEW OR
EXISTING STORM DRAIN INLETS, DRAINAGE SWALES, OR OVERLAND SHEET FLOW.
11. ON -SITE BURIAL PITS REQUIRE AN °ON -SITE. DEMOLITION LANDFILL PERMIT" FROM THE ZONING
ADMINISTRATOR.
12. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON THE GRADING PLAN, IS A
VIOLATION OF NCDENR AND SUBJECT TO A FINE.
13. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN iSA VIOLATION OF
NCDENR AND SUBJECT TO A FINE.
14. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM ALL
DEBRIS, LOGS, TIMBER, JUNK, AND OTHERACCUMULATIONS.
15. ALL DISTURBED AREAS NOT TO RECEIVE EUILDING OR PAVEMENT SHALL BE SEEDED AND STRAW
MULCHED.
16. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
17. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER
CONVEYANCE AND ANY STRUCTURES, AND/OR OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
18. IN ORDER TO ENSURE PROPER DRAINAGE:: KEEP A MINIMUM OF 0.5% SLOPE ON THE CURB.
19. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH INSPECTOR.
20. SLOPES SHOWN ON THE STORM DRAINAGE SCHEDULE ARE FOR CONTRACTOR'S REFERENCE ONLY.
CONTRACTOR TO BUILD STORM DRAINAGE SYSTEM TO THE ELEVATIONS SHOWN ON THE SCHEDULE.
21, HIGH- DENSITY POLYETHYLENE (HDPE), AS SPECIFIED, STORM DRAINAGE PIPE MATERIALS AND
INSTALLATION SHOULD BE PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
►. , N k N �
1. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
2. ALL STORM DRAINAGE PIPE TO BE RCP CLASS 111 UNLESS NOTED OTHERWISE ON THE PLANS.
3. PROOFROLLING TO BE PERFORMED IN PRESENCE OF INSPECTOR USING AN OVERLOADED (ON -SITE)
TRIAXLE DUMP WITH 22 -25 TONS OF STONE, THIRD AXLE LIFTED.
4. ALL STORM DRAINAGE STRUCTURES TO MEET CRITERIA AND DESIGN SPECIFICATIONS AS SET FORTH
BY NCDOT AND CITY OF RALEIGH UNLESS OTHERWISE NOTED.
9. THE FOLLOWING CITY OF RALEIGH STRUCTURE DETAILS ARE TO BE REFERENCED FOR
CONSTRUCTION.
30.03 STANDARD DROP INLET
30.14 STANDARD DROP INLET CASTING
30.15 STANDARD STORM MANHOLE COVER
50.01 CURB DRAIN DETAIL
L I Y RO �11'P
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BEFORE YOU DIGI
CONTACT ONE -CALL CE41M
1 -N - 632.4949
1
ASSURING O TOTHAT EXISTING EUTIILITIES CONTACTING
PRIOR TO APROPRIATE AND
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE TOWN OF MOORESVILLE UTILITIES SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
SCALE: 1" = 40'
n 40
:/
•1
CITY OF RALEIGH, NORTH CAROLINA
PLAN APPROVAL
UTILITY INSTALLATIOFa AND OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY
CITY CODE. THESE 1' FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO 014STALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANC E.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
landscape architecture
planning
civil engineering
DWNER:
Phat Tich
Sian Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC;
ididson�lldC 28036
704- 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704-819 -0586 Tel.
CML ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte NC 28204
704 -332 -1204 Tel.
704- 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte NC 28205
704 -336 -1776 Tel.
704- 364 -8377 Fox.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704- 347 -0093 Fox.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC West est Catawba Ave, Suite 311
Cornelius NC 28031
704-987-9`114 Tel.
704 - 987 -9938 Fax.
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THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1 9 -22 -tO PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003 0
Title
v7
GRADING & STORM
DRAINAGE PLAN
0
0
Sheet I n
X C -3
EW 0
SHEET 4 OF 10 TOTAL

LEGEND
-� EXISTING PROPERTY LINE
EXISTING RIGHT OF WAY
EXISTING TREE TO REMAIN
NOTE: CENTER LINE OF CREEK 6�_PROPERTY LINE SEE,
MAf� B90K 9974, PAGE 100. EXIS . ING"PON. OBSCURES \
- --
-- - - -- 850
CENTER LINE F 15, � K - - - - - - -- EXISTING 2' CONTOUR
i \\-
\ /
850 PROPOSED 2' CONTOUR
TEMPORARY TREE PROTECTION FENCE
WWWO
IIII
PROPOSED LIMIT OF GRADING
- / WATER PROPOSED DRAINAGE PIPE
II
�NOTE: 30
D E O F WATER
HACE e F R o M I J O�p 'FqF�1/R k`
-\�
® ®® GRAVEL RIP RAP APRON
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7) POWrERM Ex. cR
(BASIN TR \` `` \ 30 "REUSE RIVER B11FFC<R -�
- - ' --�- oao• ;. \c .. o �� o o a\ a oo REUSE RIVER BUFFER
EDGE olz / / \ N/F J Hl POOLE
WATER ®�® D.B. 4852, PO�,168 \- �,� e
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OROW-00 0 N S E R "VER AK .
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BRI 20 -3� ESMT. \ \ \, �O� eF �CF EXIST. TOP OF BANK
CONSTRUCTION EASEMENT TO %gyp 4 O S (APPROX.) 01'_
BE OBTAINED FROM POOLE PROPERTY ' \ 0A_ �F 3 a ."'...�.
FOR SEWER CONNECTION / \ e FiQ- APLE �---
�� \� PRIMARY TREE CONSERVATION � �P �, ~ -•
:EEK .._. ..._ EXIST:-
oNE STORY \ AREA. SEE SHEET C -0
EAM 7) � V � PROP. TEMP. SILT FENCE vINVL
k;
SEE DETAIL # 2, SHEET C -5 (/ STORAGE \
J 1 SHED -� \
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EXIST. IlLOW LAND AREA
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SCALED FROM FEMA FIRM /
3703681746J V }
EFFECTIVE DATE MAY 2, 2006 N
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SEE DETAIL # 4, SHEET C
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N � PROP. TEMP. SILT FENCE
SEE DETAIL #2, SHEET C -5
207
� STREET PROTECTIVE YARID X70 �� �� VptJ MUST CO
V AREA. SEE'SHEET ' -O <, I ` v -� v��� �� \L I T pR0,,0�
PROP. TEMP. COIR ROLL � u -P
SEE DTL\12, SHEE I C -6'. � ?�.. ® ®i a o yr=
PF{OP. L1f 1T OF
v � GI-�:ADING,�'FYP.
EROSION CONTROL NOTES:
1. ON -SITE BURIAL PITS REQUIRE AN "ON -SITE DEMOLITION LANDFILL PERMIT' FROM THE ZONING
ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMi -S SHOWN ON THE PLAN IS A VIOLATION OF NCDENR AND
IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUTAN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF NCDENR AND IS SUBJECT TO A FINE.
4. STABILIZATION IS THE BEST FORM OF EROS €ON CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON DENUDEC -AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 21
DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 21 DAYS.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
ADEQUATE TERRACING.
6. NON - STANDARD ITEMS (IE: PAVERS, IRRIGA. TIION SYSTEMS, ETC.) IN THE RIGHT -OF -WAY REQUIRE AN
ENCROACHMENT AGREEMENT WITH THE MtOORESVILLE DEPARTMENT OF TRANSPORTATION.
7. ALL RIP RAP APRONS TO BE INSTALLED AT @% SLOPE
8. THE SOIL CLASSIFICATION IS SANDY CLAY ,;:OL, CH) AND SILTY SANDS (SC, SM)
9. THE TOTAL DENUDED AREA IS 1.8C ACRES.
SEEDBED PREPRATION
GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT SLCPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING BE FLANTED OR OTHERWISE PROVIDED WITH COVER DEVICES,
OR STRUCTURES SUFFICIENT TO RETAIN EROS,ON.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING OF
MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE FLANTED OR OTHERWISE PROVIDED WITHIN 14 CALENDAR
DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING
UNDERTAKEN.
1- SURFACE WATER CONTROL MEASURES TO, BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED A1'0 SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL
SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO
THAT THEY WILL NOT INTERFERE WITH EST.ABLISHMENTAND MAINTENANCE OF VEGETATION.
SURFACE FOR FINAL SEEDBED PREPARATON AT FINISHED GRADES SHOWN SHALL BE REASONABLY
SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND? LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS.
IN ADDITION, PROVIDE 15 LBS /1000 S.F. OF SUPERPHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND': FERTILIZER ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED
PREPARATION.
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS.
8. MULCH TO BE TACKED OR MECHANICALLYTi1ED DOWN WITHIN TWO DAYS AFTER MULCH IS SPREAD.
9. ALL SLOPES GREATER THAN 2.5:1 SHALL Bc STABILIZED WITH JUTE MESH.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, USDA, U.S. SCS, AND CITY OF RALEIGH
ENGINEERING DEPARTMENT.
THE CONTRACTOR SHALL DILIGENTLY AND COIITINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROS'JON. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE NCDENR -DLQ INSPECTOR .30 THAT PERIODIC INSPECTIONS CAN BE PERFORMED
AT APPROPRIATE STAGES OF CONSTRUCTION_
SEEDING SPECIFICATIONS
3:1 SLOPES OR FLATTER:
1. APPLY AGRICULTURAL LIME AT THE RATE C- 90 LBS /1000 S.F.
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER A THE RATE OF 20 LBS /1000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWDI'G SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS /AC OR 7 LBS /1000 S.F.
NOV. 1 - MAR. 1 * TALL FESCUE AND 300 LBS /AC OR 7 LBS /1000 S.F.
ABRUZZI RYE 25 LBS /AC OR 1/2 LB /1000 S.F.
MAR. 1 - APR. 15 TALL FESCUE 300 LBS /AC OR 7 LBS /1000 S.F.
APR. 15 - JUL. 30 MULLED COMMON BERMUDA GRASS 30 LBS /AC OR 1/2 LB /1000 S.F.
JUL. 15 - AUG. 15 TALL FESCUE AND 300 LBS /AC OR 7 LBS /1000 S.F.
BROWN TOP MILLET OR 35 LBS /AC OR 3/4 LB /1000 S.F.
SORGHUM SUDAN HYDFIDS 30 LBS /AC OR 3/4 LB /1000 S.F.
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75 -1000 LBS /1000 S.F.
* HEAVILY MULCHED DURING JANUAR'7- MARCH PERIOD.
SLOPES GREATER THAN 3:1
1. APPLY AGRICULTURAL LIME AT A RATE OF 93 LBS /1000 S.F.
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER 6T THE RATE OF 20 LBS /1000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWI:'NG SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS /AC OR 1 1/2 LBS /1000 S.F.
(SCARIFIED) AND
MAR. - APR. 1 ADD TALL FESCUE, OR 150 LBS /AC OR 3 1/2 LBS /1000 S.F.
MAR. - JUN. ADD WEEPING LOVEGRASS 5 LBS /AC OR 1/8 LB /1000 S.F.
JUN. - SEPT. 1*** TALL FESCUE AND 60 LBS /AC OR 1 1/2 LBS /1000 S.F.
BROWN TOP MILLET OR 35 LBS /AC OR 3/4 LB /1000 S.F.
SORGHUM SUDAN HYBFIDS 30 LBS /AC OR 3/4 LB /1000 S.F.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS /AC OR 1 3/4 LBS /1000 S.F.
(UNHULLED - UNSCARIFIED)
TALL FESCUE 150 LBS /AC OR 3 1/2 LBS /1000 S.F.
MILLET OR SUDAN 20 LBS /AC OR 1/2 LB /1000 S.F.
4, MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60 -70 LBS /1000 S.F. AND ANCHOR
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 -28 GAL/1000 S.F.
OR 800 -1200 GAL/AC.
* ** TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
01 Olmlloto,--
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF RALEIGH, STORMWATER
DEPARTMENT.
2. CONSTRUCTION SITE OPERATORS FOR DIS IURBED AREAS OF 1 ACRE OR GREATER TO SUBMIT INFORMATION
REQUIRED BY THEIR NPDES PERMITS TO Thy CITY.
3. SET UP A ON -SITE PRECONSTRUCTION COG.=ERENCE WITH THE CITY OF RALEIGH EROSION CONTROL
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
1 4. STAKE THE LIMITS OF GRADING, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, ORANGE FABRIC TREE
PROTECTION FENCE (AS APPLICABLE), SILT FENCE, DIVERSION DITCHES, AND OTHER MEASURES AS SHOWN
ON EROSION CONTROL PLAN. CLEARING A11D DEMOLISHING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. CALL FOR ON -SITE INSPECTION BY CITY INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES
THE GRADING PERMIT. BEGIN DEMOLITION AND DEBRIS REMOVAL AS NECESSARY AFTER PERMIT ISSUANCE.
6. START GRADING AND INSTALLATON OF THE STORM DRAINAGE SYSTEMS, CURB AND GUTTER, DRIVEWAY,
PARKINGS, AND OTHER INFRASTRUCTURES.. INSTALL INLET PROTECTION AT ALL INLETS. CONTRACTOR TO
GRADE THE BROAD SWALE WITHIN THE 50 TREET PROTECTIVE YARD EARLY IN THE PROCESS, THEN PUT UP
THE TREE PROTECTION FENCE FOR THIS A,:EA TO PROTECT THE SOIL FROM FURTHER COMPACTION AND /OR
CONSTRUCTION ACTIVITY. CONTACT FORESTRY (MARY ANN METCALF @ 919 - 516 -2562) FOR FENCE INSPECTION.
7. MAINTAIN EROSION CONTROL DEVICES AS PIEEDED.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. ALL DENUDED AREAS TO BE STABILZED
WITHIN 14 CALENDAR DAYS.
9. FOR PHASED EROSION CONTROL PLAN COIIITRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR
PRIOR TO COMMENCING WITH EACH STAGE OF EROSION CONTROL MEASURES.
10. ALL EROSION CONTROL MEASURES SHALL !BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH
STORMWATER DEPARTMENT, N.C. EROSIOI, AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, AND
THE U.S. DEPT. OF AGRICULTURE, U.S SOIL „ ONSERVATION SERVICE.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
12. COORDINATE WITH EROSION CONTROL INSPECTOR TO SCHEDULE A FINAL INPSECTION PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES.
13. PER MONITORING REQUIREMENTS AND NPGES, THE SITE IS TO BE INSPECTED AT LEAST WEEKLY AND AFTER AN
RAINFALL OF 1/2 INCH OR MORE AND A LOGBOOK OF THIS KEPT BY A CERTIFIED EROSION CONTROL INSPECTOR.
landscape architecture
Z planning
160 Civil engineering
a
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041. fx. 704.332.1210 I www.dprassociates.net
OWNER:
Phat Tich
D.B. 7357, PG. 410 '
BEFORE YOU DIG!
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
_ v-
CONTACT ONE. -CALL CENTER
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
1- 800 - 632 -4949
704 - 819 -0586 Tel.
CIVIL ENGINEER:
1.
CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
B_SEDOt'kBOOK sysTE
ELECTRICAL ENGINEER:
"~ - -..,
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
\ BlSED
O�MAPS 1 74 -100
� �y.
C�
� �
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
CN
\
2.
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS
Group PLLC
19520 West v
Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -9114 Tel
704 - 987 -9938 Fax.
NECESSARY TO INSURE SAFETY TO THE PUBLIC. SCALE: 1 ° = 40'
C A R O�
CO
* C -650 a
z: K
RIDMONUMEn1T
0 R P °� °°
"S0
3.
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
t39DRD 1960
/�
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND 0 40 80
ELEVATION 221,67'
THE TOWN OF MOORESVILLE UTILITIES SPECIFICATIONS,
W o
N
W
N
Z U
4.
SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRE $ED WRITTEN PERMISSION OF
THE OWNER MANAGER OF THE FACILITY
NAMED
ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
P, OR AS AMENDED.
EROSION CONTROL NOTES:
1. ON -SITE BURIAL PITS REQUIRE AN "ON -SITE DEMOLITION LANDFILL PERMIT' FROM THE ZONING
ADMINISTRATOR.
2. ANY GRADING BEYOND THE DENUDED LIMi -S SHOWN ON THE PLAN IS A VIOLATION OF NCDENR AND
IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUTAN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF NCDENR AND IS SUBJECT TO A FINE.
4. STABILIZATION IS THE BEST FORM OF EROS €ON CONTROL. TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON DENUDEC -AREAS AND ESPECIALLY WHEN THE CONSTRUCTION
SEQUENCE REQUIRES IT. ALL GRADED SLOPES ARE TO BE SEEDED OR LANDSCAPED WITHIN 21
DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED WITHIN 21 DAYS.
5. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE
ADEQUATE TERRACING.
6. NON - STANDARD ITEMS (IE: PAVERS, IRRIGA. TIION SYSTEMS, ETC.) IN THE RIGHT -OF -WAY REQUIRE AN
ENCROACHMENT AGREEMENT WITH THE MtOORESVILLE DEPARTMENT OF TRANSPORTATION.
7. ALL RIP RAP APRONS TO BE INSTALLED AT @% SLOPE
8. THE SOIL CLASSIFICATION IS SANDY CLAY ,;:OL, CH) AND SILTY SANDS (SC, SM)
9. THE TOTAL DENUDED AREA IS 1.8C ACRES.
SEEDBED PREPRATION
GRADE SLOPES AND FILLS - THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN
THE ANGLE WHICH CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT SLCPES LEFT EXPOSED SHALL, WITHIN 14 CALENDAR DAYS OF
COMPLETION OF ANY PHASE OF GRADING BE FLANTED OR OTHERWISE PROVIDED WITH COVER DEVICES,
OR STRUCTURES SUFFICIENT TO RETAIN EROS,ON.
GROUND COVER - WHENEVER LAND DISTURBING ACTIVITY IS UNDERTAKEN ON A TRACT COMPRISING OF
MORE THAN ONE (1) ACRE, IF MORE THAN ONE CONTIGUOUS ACRE IS UNCOVERED, A GROUND COVER
SUFFICIENT TO RESTRAIN EROSION MUST BE FLANTED OR OTHERWISE PROVIDED WITHIN 14 CALENDAR
DAYS ON THAT PORTION OF THE TRACT UPON WHICH FURTHER ACTIVE CONSTRUCTION IS NOT BEING
UNDERTAKEN.
1- SURFACE WATER CONTROL MEASURES TO, BE INSTALLED ACCORDING TO PLAN.
2. AREAS TO BE SEEDED SHALL BE RIPPED A1'0 SPREAD WITH AVAILABLE TOPSOIL 3" DEEP. TOTAL
SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP.
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO
THAT THEY WILL NOT INTERFERE WITH EST.ABLISHMENTAND MAINTENANCE OF VEGETATION.
SURFACE FOR FINAL SEEDBED PREPARATON AT FINISHED GRADES SHOWN SHALL BE REASONABLY
SMOOTH AND UNIFORM.
4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND? LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS.
IN ADDITION, PROVIDE 15 LBS /1000 S.F. OF SUPERPHOSPHATE.
5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND': FERTILIZER ACCORDING TO SOIL TEST REPORT.
6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED
PREPARATION.
7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD CONDITIONS.
8. MULCH TO BE TACKED OR MECHANICALLYTi1ED DOWN WITHIN TWO DAYS AFTER MULCH IS SPREAD.
9. ALL SLOPES GREATER THAN 2.5:1 SHALL Bc STABILIZED WITH JUTE MESH.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH N.C. EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, USDA, U.S. SCS, AND CITY OF RALEIGH
ENGINEERING DEPARTMENT.
THE CONTRACTOR SHALL DILIGENTLY AND COIITINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROS'JON. THE CONTRACTOR SHALL MAINTAIN CLOSE
CONTACT WITH THE NCDENR -DLQ INSPECTOR .30 THAT PERIODIC INSPECTIONS CAN BE PERFORMED
AT APPROPRIATE STAGES OF CONSTRUCTION_
SEEDING SPECIFICATIONS
3:1 SLOPES OR FLATTER:
1. APPLY AGRICULTURAL LIME AT THE RATE C- 90 LBS /1000 S.F.
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER A THE RATE OF 20 LBS /1000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWDI'G SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS /AC OR 7 LBS /1000 S.F.
NOV. 1 - MAR. 1 * TALL FESCUE AND 300 LBS /AC OR 7 LBS /1000 S.F.
ABRUZZI RYE 25 LBS /AC OR 1/2 LB /1000 S.F.
MAR. 1 - APR. 15 TALL FESCUE 300 LBS /AC OR 7 LBS /1000 S.F.
APR. 15 - JUL. 30 MULLED COMMON BERMUDA GRASS 30 LBS /AC OR 1/2 LB /1000 S.F.
JUL. 15 - AUG. 15 TALL FESCUE AND 300 LBS /AC OR 7 LBS /1000 S.F.
BROWN TOP MILLET OR 35 LBS /AC OR 3/4 LB /1000 S.F.
SORGHUM SUDAN HYDFIDS 30 LBS /AC OR 3/4 LB /1000 S.F.
4. MULCH WITH STRAW APPLIED AT THE RATE OF 75 -1000 LBS /1000 S.F.
* HEAVILY MULCHED DURING JANUAR'7- MARCH PERIOD.
SLOPES GREATER THAN 3:1
1. APPLY AGRICULTURAL LIME AT A RATE OF 93 LBS /1000 S.F.
2. APPLY 10 -10 -10 COMMERCIAL FERTILIZER 6T THE RATE OF 20 LBS /1000 S.F.
3. SEED IN ACCORDANCE WITH THE FOLLOWI:'NG SCHEDULE AND APPLICATION RATES:
DATE: TYPE: PLANTING RATE:
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS /AC OR 1 1/2 LBS /1000 S.F.
(SCARIFIED) AND
MAR. - APR. 1 ADD TALL FESCUE, OR 150 LBS /AC OR 3 1/2 LBS /1000 S.F.
MAR. - JUN. ADD WEEPING LOVEGRASS 5 LBS /AC OR 1/8 LB /1000 S.F.
JUN. - SEPT. 1*** TALL FESCUE AND 60 LBS /AC OR 1 1/2 LBS /1000 S.F.
BROWN TOP MILLET OR 35 LBS /AC OR 3/4 LB /1000 S.F.
SORGHUM SUDAN HYBFIDS 30 LBS /AC OR 3/4 LB /1000 S.F.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS /AC OR 1 3/4 LBS /1000 S.F.
(UNHULLED - UNSCARIFIED)
TALL FESCUE 150 LBS /AC OR 3 1/2 LBS /1000 S.F.
MILLET OR SUDAN 20 LBS /AC OR 1/2 LB /1000 S.F.
4, MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60 -70 LBS /1000 S.F. AND ANCHOR
WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14 -28 GAL/1000 S.F.
OR 800 -1200 GAL/AC.
* ** TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
01 Olmlloto,--
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING /EROSION CONTROL PLAN APPROVAL FROM THE CITY OF RALEIGH, STORMWATER
DEPARTMENT.
2. CONSTRUCTION SITE OPERATORS FOR DIS IURBED AREAS OF 1 ACRE OR GREATER TO SUBMIT INFORMATION
REQUIRED BY THEIR NPDES PERMITS TO Thy CITY.
3. SET UP A ON -SITE PRECONSTRUCTION COG.=ERENCE WITH THE CITY OF RALEIGH EROSION CONTROL
INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48
HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
1 4. STAKE THE LIMITS OF GRADING, INSTALL TEMPORARY CONSTRUCTION ENTRANCE, ORANGE FABRIC TREE
PROTECTION FENCE (AS APPLICABLE), SILT FENCE, DIVERSION DITCHES, AND OTHER MEASURES AS SHOWN
ON EROSION CONTROL PLAN. CLEARING A11D DEMOLISHING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
5. CALL FOR ON -SITE INSPECTION BY CITY INSPECTOR. WHEN APPROVED, ENGINEERING INSPECTOR ISSUES
THE GRADING PERMIT. BEGIN DEMOLITION AND DEBRIS REMOVAL AS NECESSARY AFTER PERMIT ISSUANCE.
6. START GRADING AND INSTALLATON OF THE STORM DRAINAGE SYSTEMS, CURB AND GUTTER, DRIVEWAY,
PARKINGS, AND OTHER INFRASTRUCTURES.. INSTALL INLET PROTECTION AT ALL INLETS. CONTRACTOR TO
GRADE THE BROAD SWALE WITHIN THE 50 TREET PROTECTIVE YARD EARLY IN THE PROCESS, THEN PUT UP
THE TREE PROTECTION FENCE FOR THIS A,:EA TO PROTECT THE SOIL FROM FURTHER COMPACTION AND /OR
CONSTRUCTION ACTIVITY. CONTACT FORESTRY (MARY ANN METCALF @ 919 - 516 -2562) FOR FENCE INSPECTION.
7. MAINTAIN EROSION CONTROL DEVICES AS PIEEDED.
8. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. ALL DENUDED AREAS TO BE STABILZED
WITHIN 14 CALENDAR DAYS.
9. FOR PHASED EROSION CONTROL PLAN COIIITRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR
PRIOR TO COMMENCING WITH EACH STAGE OF EROSION CONTROL MEASURES.
10. ALL EROSION CONTROL MEASURES SHALL !BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH
STORMWATER DEPARTMENT, N.C. EROSIOI, AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, AND
THE U.S. DEPT. OF AGRICULTURE, U.S SOIL „ ONSERVATION SERVICE.
11. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE CITY
EROSION INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF
CONSTRUCTION.
12. COORDINATE WITH EROSION CONTROL INSPECTOR TO SCHEDULE A FINAL INPSECTION PRIOR TO REMOVAL OF
EROSION CONTROL MEASURES.
13. PER MONITORING REQUIREMENTS AND NPGES, THE SITE IS TO BE INSPECTED AT LEAST WEEKLY AND AFTER AN
RAINFALL OF 1/2 INCH OR MORE AND A LOGBOOK OF THIS KEPT BY A CERTIFIED EROSION CONTROL INSPECTOR.
landscape architecture
Z planning
160 Civil engineering
a
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
ph. 704.332.12041. fx. 704.332.1210 I www.dprassociates.net
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
Mr. Brian Bumann
Address
Address
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West v
Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -9114 Tel
704 - 987 -9938 Fax.
C A R O�
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN IN
CONNECTION WITH THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRE $ED WRITTEN PERMISSION OF
THE OWNER MANAGER OF THE FACILITY
NAMED
ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003
Title
SEDIMENT & EROSION
CONTROL PLAN
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1. FOR 24" RCP & LARGER USE
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2. 24" X 24" CASTING WITH 12 ",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
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N CO OT STANDARDS.
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SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4, FOR STEP REQUIREMENT; SEE NOTE
2 ON STANDARD N0. 30.01.
CiTY OF RALEIGH
PUBLIC WORKS DEPARTMENT
I^ 4' -4" - REVISIONS DATE: 7/3/00 ORABN BY., JT8
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DROP INLET
DRAWING NOT TO SCALE - STD. # 30.03
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL, MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED•
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP,
10, ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA-
OUTLET
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1. FOR 24" RCP & LARGER USE
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2. 24" X 24" CASTING WITH 12 ",
15" & 18" PIPE, 24" X 36"
CASTING USED WITH 24" PIPE
OR LARGER. IF PLACED WITHIN
PUBLIC R/W CASTING MUST BE
TRAFFIC BEARING TYPE PER
N CO OT STANDARDS.
3. USE 4 "X4 "XS "OR4 "X8 "X16"
SOLID CONCRETE BLOCK. CAST IN
PLACE OR PRECAST CONCRETE TO
MEET N.C.D.O.T. STANDARDS
ACCEPTABLE.
4, FOR STEP REQUIREMENT; SEE NOTE
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CiTY OF RALEIGH
PUBLIC WORKS DEPARTMENT
I^ 4' -4" - REVISIONS DATE: 7/3/00 ORABN BY., JT8
5120104 JTr
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DROP INLET
DRAWING NOT TO SCALE - STD. # 30.03
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH. WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3, RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL, MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
7. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON
WILL BE PERMITTED•
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP,
10, ANY DISTURBED AREA FROM END OF APRON TO RECEEVING CHANNEL
MUST BE STABILIZED.
USE USDA NOMOGRAPH FROM NC SEDIMENT AND EROSION CONTROL MANUAL OR
CHARLOTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR DESIGN DATA-
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420 Hawthorne Lane
Charlotte, NC 28204
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Charlotte, NC 28205
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MECHANICAL & PLUMBING ENGINEER:
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EXACT REBAR HOLE SIZES AND 42" TO FACE OF BL,LDINC
LOCATIONS WITH WHEEL STOP
MANUFACTURER. 8
in •-
3/4" - 1" DIA. HOLE
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Address
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APPROVED SEALANT T I/2'
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BETWEEIv1 FRAME AND
420 Hawthorne Lane
Charlotte, NC 28204
COVER
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1111 The Plaza
Charlotte, NC 28205
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MECHANICAL & PLUMBING ENGINEER:
5/8 "X3" LAGSHIELD IN HOLE
NOTES:
a
} ALL MAi4HOLE FRAMES SHALL BE
RING WITH ANCHOR SUNK TO
"X3"
BE DOMESTICALLY CAST.
DESIGN DEPTH, AND 5/8
��°°
HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS. WITHIN
///
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WITHIN EASEMENTS.
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PUBLIC WORKS DEPARTMEN
REVISIONS DATE. 6119107 DRAB
OF PAVED SURFACES SHALL BE
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CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
a
FREVISIONS
GATE: 7/J/00 PYANN 8Y.• JAB
n
MP 9128104
3
DIVERSION DITCH
STD. # 40.23
23 1/2
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COVER 120 LBS. MINIMUM
ASP Consulting PLLC
25 AG'
704 -918 -7546 Tel.
. -- 23 II /16' ►�
BUTYL .EK OR
Address
Address
APPROVED SEALANT T I/2'
22'
BETWEEIv1 FRAME AND
420 Hawthorne Lane
Charlotte, NC 28204
COVER
Of W:2
N
h - -- 25 15/16' - -+j
1111 The Plaza
Charlotte, NC 28205
- 33 1/4' - -- --
MECHANICAL & PLUMBING ENGINEER:
5/8 "X3" LAGSHIELD IN HOLE
NOTES:
DRILLED INTO CONE OR
} ALL MAi4HOLE FRAMES SHALL BE
RING WITH ANCHOR SUNK TO
"X3"
BE DOMESTICALLY CAST.
DESIGN DEPTH, AND 5/8
2) FRAME SHALL BE A MINIMUM
HOT DIPPED GALVANIZED
WEIGHT OF 182 LBS. WITHIN
LAG BOLT AND WASHER.
PUBLIC -ROW AND 160 LBS,
C -650 n *=
WITHIN EASEMENTS.
CITY OF RALEIGH
3)COVER SHALL WEIGH A
MINIMU41 OF 120 LBS.
PUBLIC WORKS DEPARTMEN
4) ALL MA:m'HOLE FRAMES OUTSIDE
REVISIONS DATE. 6119107 DRAB
OF PAVED SURFACES SHALL BE
I
BOLTED TO THE CONE
STANDARD STC
8
SECTION OR RING WITH A
MANHOLE CCTV
MINIMUM OF 4 BOLTS PEP. FRAME,
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CiTY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE, 713100 DRAW BY, JTB
NOP 8109104
4 LEAP 7112107 STANDARD CATCH BASIN
YARD INLET PRO TECTION
STD. # 40,33
` 10
10' ASPHALT FIRE t j
ACCESS LANE ;
(SEE DETAIL 9/C -5)
5' STALITE /
(STRUCTURAL SOIL) 00A�, '
(B.OTH.SI.DES)
(MATERIALS-MIX-INS, �9Y
AND PREPARATION
INSTALLED PER
MANUFACTUER SPECS)
.a
FIRE LANE ACCESS DETAIL 65
�LE:1 20'
PROPOSED ASPHALT
PARKING AREA
SURFACE COURSE*
2 1/2" BiTUMINOUS CONCRETE SURFACE COURSE, TYPE SF D.5A
BASE COURSE
TED AGGREGATE BASE COURSE, ABC
8" COMPAC
SUBGRADE
�e 98% COMPACTED SUBGRADE STD PROCTOR
* NOTE: SURFACE COURSE MAY BE REDUCED TO 1 1/2
TYPE SF9.5A FOR ALL PARKING AREAS
TYPICAL VEMET SECTIO
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SEE SHEET C -3 FOR DETAIV
-', 0.34 AC TO
1 / + , 1111 t x :.� _.-••-' � T
CHANNEL INSTALLATION r (SO �aq
APLICACIONES PARA CANALES
L
l -
NORTH
AMERICAN .'�„ O
GREEN
EROSION CONTROL AYOarc15 _ I -'• !) M a)
C(raront -d SOLUTIONS
H
14849 HIGHWAY 47 NCR
T
EVANSVIUP, IN 47725 pN5 ty5 a)
e00- 772-2040 -
6
(SAW p°(at T lay, •.•.•• I
O
t, PfEIA SOIL BEEDRE INSTALLING ROLLED EtASOR CONTROL PROOVLTS (FEW'.). NCLUpNC ALA" NECi4WY WPUGTION a UYE, FERTILIZER, AND SEED.
NOTE NNEN USING CELL -O-S® DO NOT SEED PPFFWRED AREA CELL -O- WST EE INSTALLED WN PAPER sm Oo11N,
2.
BEGIN AT THE TOP OF THE CANNEL BY NX}gPoNG TIE IECP'e N A 5' IS CM DEEP X 8' (15 d) NEE TRENCH WITH APPAO M TELY 1Y 30 CM OF flECY.
Daum EEYONO THE UP -SLOPE P°REpN OF THE liRF11CK ANCEAR THE RECP1. Nifty A ROW OF STAPLES /StMF5 MPROXWTELY tY (JO CM AP IN THE
ROTiL%N OF THE TRF]ICFH. EACNFRL NRO 00 %T THE TRFNpt AFTER STAPUN6. APPLY SEED TO COMPACTED SOIL A15O iOID IEJ/NNVAC 1 (JO CM) PORTION OF
RECP•. BACK VIER SEED AND COMPACTED SAL SECURE RECP'° OVER OOWACTED SOIL PATH A RON OF STARES/STAKES SPACED APPRO)OMATELY 127 (30 CM)
ACROSS THE NIETH OF THE RECP•°.
3. ROLL COMER RECP', IN DIRECTION OF HATER FLOW N BOTTOM OF OWW:EL RECP, N1LL UNWLL N APPROPRIATE SIDE AGAINST THE SQL SURFACE, Al
RECP'.
MOST BE SEYAAS_Y FJbSIFOEO ro SQL 9JRFACE frc PLACING sT /Si= N A1�PROFliMTE L TONS AS 4(JME N THE SEMLE MTIW/ GUAM.
NNEK USING THE DOT SYSIE3H STAPLES,NAGS SNOQ.D W PLACED THROUGH FAp( OE THE COLORED OUTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. RACE CONSMUFTK REO", E40 OVER END (SHRKIE STriE) NTTH A 4' - $' (TO CM -15 CE) OVELFAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' (+0 CM)
APART AND 4' (10 CM) ON CENTER TO SECURE RECD•.. i
5. FULL LENGIN EDGE OF RECP•. AT TOP GE SIDE STAPES MUST SE ANCARED CORN A II OF STAPlES/S1AKE5 APPHORWTaT tY (30 CN) APART IN A 8' (15 CM)
DEEP X 5• (15 CM) MDE FRENCH 6ACKFAL AND COMFMLT THE FRENCH APRR STAPL,NG
8. ADI110EWT RECP'. MUST DE OIERLAPPED APROXEMTELY 2- - 5' (5 W -12.5 CM) (DEPENDING M RECP', TTPE) AND STAPLED.
7. N FKI/ RON OA1Wla. APPUGi10H5yA STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 10 FOOT (2 M - 12 M) NTMT . USE A DOUBLE ROW OF STAPLES
STAGGERED 4' (10 pQ APART AND 4 (l0 CM) ON CENTER OVER ENTIRE WON O THE CHANNEL.
6 THE TER/ULAL END OF THE RECP's LUST SE ANCARED NTOi A RaW OF STAPLiS/SAKES APF,AXIwIaY 12• (30 CM) APART N A 0' (15 CL) DEEP X S' (15 CM)
WOE TRE),'M BACIOILL AND COMPACT THE TRENCH AFTER STAPUNG.
IN LOOSE SQL COPNDTHOS, THE USE OF STAPLE OR STWE LLNOTNS GREATER TAN 6- (15 CM) MAY M NECESSARY TO PROPONLY ANCHOR TK MP'. 1
NOTE:
A CF11AA POINTS EgPo2OffA1 "W" SPA/.,eG 5`OUID EE AIQRED
0 F NECESSARY TO ALLOW STAPLES TO SECURE THE
C A O.FRLAPS AND SEA6 CNIGL, PONES ALONG THE CNAWa SURFACE
D. PROJECTED -TM UK
C. CHANNEL BQTfOM/VM - N LOOSE SOL CONDIT01 . TEE USE OF STPLE
SLOPE VQTIM OR STARE LENGTHS GREATER THAN 8' (15 cm) wY
A EE NECESSARY TO PROPERLY ANC(OR E RE P's.
B
c PUNI05 cwows no1A
A iRWPES Y JUMAS U SEPMA:A, HOgZONTA DE V5 GflA'AS SE OEi# K1AWR
B. t1NFAS DE ACLU PROIECWA SSE NECESTA PAPA PEAMITIA (xE LAS GMPAS A¢DUREJI ta5
C. FONDO Da G1i�t�£RrCCS PUNi05 CRTX= A LO LARGO DE U SUPERFTCIE DEL QAAL
DE LAS PENDT F.S =fS ... EN CONNOCNES OE SUELO SUaiO. PVEDE GIE SE NEGESUEN
CAM O ESACAS DE MAS OE 8' f3 CM) DE LARGO PAM j
ASEGUW LAS MANTAS COFEECTAI
1. PREPARE a SUELO DE COUDCAR LAS AN(AS. INCLAFTENDJ U A➢UCASCH DE CAL. FERTIU2ANiE SE1511I. NOTA CUANDO ERIE USWDO CELL -O -SEED NO SI BE EL
AREA PREPAUM CELL -O -SEED TENS WE NSilMS COI a LAOO X PAPS_ HAC41, ABVO.
2 COMOCE EN U CABECEM Oa CANA SLUETAN06 U MVRA FN UM UNJA DE V (15 CM) OE PPOFUNDEYD POR °' (15 CN). OE ARCHO WN MROXRVOILEXIE
12' (SD CM) OE U MAYA IXTFTJQOA HAlS Ai.IA DE U PENOIEIRE KTA OE U lANll SW REIIFNE Y COHTIICTE U 2AMJA OESPUES DEL ENORM'E. RIEOJE U
S U.A EN a SIRA COWACOCO Y 99S lA5 12• (P FFOO REVVTAD ES LE MAMA SOBIE U SEMW Y EL SUELD COMPACfAGO. ASECUIE U MANTA SORE a
WELD CON UNA UNFAOE GLAPM 0 ESTM/& APROXgVhV1E°IifE 1Y (30 OE) UNA DE U aM A TRWES OR ANCHID DE U MANTA
3. DESENIOUE U MAMA DEL MEDIO EN a FONDO DEL CAI Y M U ORECCIDN DEL FWJO DE NOLA CON a LADD APITOPADO COCA U SUPERHCE DEL SUEUX
TOOTS - MANTAS OEBERWR ASi.WRAPSE A U SUPER?TCE DEL SIELD POR I,EOO M GRAPHS 0 ESTM/S EN ILGWESIPROPACK6 TA Y COW SE -DIG EN EL
OUGIR GUIA OE ERGPAPAOA. CUANDO DE E VSAIW a DUT SYSIEIi'. VS GPAPAS 0 ESTK`A5 OEBt3N Cd.O(/ASE A TRAVES DIE CA(A UNIT OE LAS PUN105 WH
CVUI CORKS i.,AFI CO SS PATRON DE ENCRWAOO FFOE 0.
4. CODOIIE LAS MV(iA5 CONSECUTNAS BJ(RDE S®RE EKkEE CfIPO ESCNAWW) WRR UN TRkSIWE DE 4' - 5' (16 CM - 15 CM). USE URN UREA OORLE DE CPIPIS
ESGNLTNIAlS. SEPAIADAS FOR 4' (10 CL) Y CAM 4' (10 ) SO ;8 a CQ(IRO PAA AsEwRAR vs Mv(rAS.
5. EN EL TOPE DE LAS DOS PENXENIES UTERA.ES GEL CAW, SE OEBE SWEAR TODD a LARGO DE U OILRJA DE LS MANTAS CON UM LNEA DE PAPAS 0 ESUCAS
APROXY ELATE CADA 12' (3O CM) - OE U OTRA ER UNA 2'ANJA OE 8' (+5 CM) DE PROFLN DIOAD PON 8' (15 CM) DE ANCNO. REL ENE Y C011PACIE LA 7AUA
MSPOES ML ENORAPE
9. LAS W AS ADYAGERtES DEMN TRAS(APARSE APROJ°LLADY@IlE DE 2" - 5• (5 OI- 12.5 CM) (OEPELOiMN00 Da T FID DE MANTA) Y ENIOWPAR M
1. EN APUCKKNES NM GIAPEES M FLUJO ATD. SE RECOIHE3iM OEVA LPA RWNUM PAM a GHFXAm OE LAS GRA°AS A INTEIRMMAS DE 30 A ,O PIES i
M). USE UNA LINEA DOeI E DE PRMAS ESCN.ONAO�S. SEPARNDIS POR 4- (10 CM) Y GIDA a (10 CM) SUM a CENTRO A TTAVES OF 1000 a ARCH°
DO -. GVw,.....- - ­_t - - - - ,w_ ru,..° - -1 1- - - - Fu ,rtu ,AU. i
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111 v ®_ mow! ' 1 `•+
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12 DRAINAGE AREA MAP
1" =100'
CITY OF RALEIGH, NORTH CAROLINA
PLAN APPROVAL
UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND _
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY .- -I
CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE. landscape architecture
TRANSPORTATION SERVICES _ Planning
civil engineering
PUBLIC UTILITIES
STORMWATER
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
PLANNING - - - - - -- ph. 704.332.1204-1 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
X N
wOZ
Van Hann
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
M Z
3:,W
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 -918 -7546 Tel.
0 I
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Address
Address
704- 819 -0586 Tel.
'1 N
1
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
Of W:2
N
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowefl Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704- 347 -0093 Fox.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
oow
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
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THE OWNER MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES.
INDICATED, REFERENCE ONLY.
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CiTY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS DATE, 713100 DRAW BY, JTB
NOP 8109104
4 LEAP 7112107 STANDARD CATCH BASIN
YARD INLET PRO TECTION
STD. # 40,33
` 10
10' ASPHALT FIRE t j
ACCESS LANE ;
(SEE DETAIL 9/C -5)
5' STALITE /
(STRUCTURAL SOIL) 00A�, '
(B.OTH.SI.DES)
(MATERIALS-MIX-INS, �9Y
AND PREPARATION
INSTALLED PER
MANUFACTUER SPECS)
.a
FIRE LANE ACCESS DETAIL 65
�LE:1 20'
PROPOSED ASPHALT
PARKING AREA
SURFACE COURSE*
2 1/2" BiTUMINOUS CONCRETE SURFACE COURSE, TYPE SF D.5A
BASE COURSE
TED AGGREGATE BASE COURSE, ABC
8" COMPAC
SUBGRADE
�e 98% COMPACTED SUBGRADE STD PROCTOR
* NOTE: SURFACE COURSE MAY BE REDUCED TO 1 1/2
TYPE SF9.5A FOR ALL PARKING AREAS
TYPICAL VEMET SECTIO
I ►,, s°,
' �' - ►�.TW SLR ^•w ?�ng1,K Qtiak �. I ('
,~
�a t
/j { j >j( - •Ti's: ^^" X31 -- a.ev. fi'a
1 ` - -- - - --
DI
0.74 AC TO NAG LINED CHANNEL
SEE SHEET C -3 FOR DETAIV
-', 0.34 AC TO
1 / + , 1111 t x :.� _.-••-' � T
CHANNEL INSTALLATION r (SO �aq
APLICACIONES PARA CANALES
L
l -
NORTH
AMERICAN .'�„ O
GREEN
EROSION CONTROL AYOarc15 _ I -'• !) M a)
C(raront -d SOLUTIONS
H
14849 HIGHWAY 47 NCR
T
EVANSVIUP, IN 47725 pN5 ty5 a)
e00- 772-2040 -
6
(SAW p°(at T lay, •.•.•• I
O
t, PfEIA SOIL BEEDRE INSTALLING ROLLED EtASOR CONTROL PROOVLTS (FEW'.). NCLUpNC ALA" NECi4WY WPUGTION a UYE, FERTILIZER, AND SEED.
NOTE NNEN USING CELL -O-S® DO NOT SEED PPFFWRED AREA CELL -O- WST EE INSTALLED WN PAPER sm Oo11N,
2.
BEGIN AT THE TOP OF THE CANNEL BY NX}gPoNG TIE IECP'e N A 5' IS CM DEEP X 8' (15 d) NEE TRENCH WITH APPAO M TELY 1Y 30 CM OF flECY.
Daum EEYONO THE UP -SLOPE P°REpN OF THE liRF11CK ANCEAR THE RECP1. Nifty A ROW OF STAPLES /StMF5 MPROXWTELY tY (JO CM AP IN THE
ROTiL%N OF THE TRF]ICFH. EACNFRL NRO 00 %T THE TRFNpt AFTER STAPUN6. APPLY SEED TO COMPACTED SOIL A15O iOID IEJ/NNVAC 1 (JO CM) PORTION OF
RECP•. BACK VIER SEED AND COMPACTED SAL SECURE RECP'° OVER OOWACTED SOIL PATH A RON OF STARES/STAKES SPACED APPRO)OMATELY 127 (30 CM)
ACROSS THE NIETH OF THE RECP•°.
3. ROLL COMER RECP', IN DIRECTION OF HATER FLOW N BOTTOM OF OWW:EL RECP, N1LL UNWLL N APPROPRIATE SIDE AGAINST THE SQL SURFACE, Al
RECP'.
MOST BE SEYAAS_Y FJbSIFOEO ro SQL 9JRFACE frc PLACING sT /Si= N A1�PROFliMTE L TONS AS 4(JME N THE SEMLE MTIW/ GUAM.
NNEK USING THE DOT SYSIE3H STAPLES,NAGS SNOQ.D W PLACED THROUGH FAp( OE THE COLORED OUTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. RACE CONSMUFTK REO", E40 OVER END (SHRKIE STriE) NTTH A 4' - $' (TO CM -15 CE) OVELFAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4' (+0 CM)
APART AND 4' (10 CM) ON CENTER TO SECURE RECD•.. i
5. FULL LENGIN EDGE OF RECP•. AT TOP GE SIDE STAPES MUST SE ANCARED CORN A II OF STAPlES/S1AKE5 APPHORWTaT tY (30 CN) APART IN A 8' (15 CM)
DEEP X 5• (15 CM) MDE FRENCH 6ACKFAL AND COMFMLT THE FRENCH APRR STAPL,NG
8. ADI110EWT RECP'. MUST DE OIERLAPPED APROXEMTELY 2- - 5' (5 W -12.5 CM) (DEPENDING M RECP', TTPE) AND STAPLED.
7. N FKI/ RON OA1Wla. APPUGi10H5yA STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 10 FOOT (2 M - 12 M) NTMT . USE A DOUBLE ROW OF STAPLES
STAGGERED 4' (10 pQ APART AND 4 (l0 CM) ON CENTER OVER ENTIRE WON O THE CHANNEL.
6 THE TER/ULAL END OF THE RECP's LUST SE ANCARED NTOi A RaW OF STAPLiS/SAKES APF,AXIwIaY 12• (30 CM) APART N A 0' (15 CL) DEEP X S' (15 CM)
WOE TRE),'M BACIOILL AND COMPACT THE TRENCH AFTER STAPUNG.
IN LOOSE SQL COPNDTHOS, THE USE OF STAPLE OR STWE LLNOTNS GREATER TAN 6- (15 CM) MAY M NECESSARY TO PROPONLY ANCHOR TK MP'. 1
NOTE:
A CF11AA POINTS EgPo2OffA1 "W" SPA/.,eG 5`OUID EE AIQRED
0 F NECESSARY TO ALLOW STAPLES TO SECURE THE
C A O.FRLAPS AND SEA6 CNIGL, PONES ALONG THE CNAWa SURFACE
D. PROJECTED -TM UK
C. CHANNEL BQTfOM/VM - N LOOSE SOL CONDIT01 . TEE USE OF STPLE
SLOPE VQTIM OR STARE LENGTHS GREATER THAN 8' (15 cm) wY
A EE NECESSARY TO PROPERLY ANC(OR E RE P's.
B
c PUNI05 cwows no1A
A iRWPES Y JUMAS U SEPMA:A, HOgZONTA DE V5 GflA'AS SE OEi# K1AWR
B. t1NFAS DE ACLU PROIECWA SSE NECESTA PAPA PEAMITIA (xE LAS GMPAS A¢DUREJI ta5
C. FONDO Da G1i�t�£RrCCS PUNi05 CRTX= A LO LARGO DE U SUPERFTCIE DEL QAAL
DE LAS PENDT F.S =fS ... EN CONNOCNES OE SUELO SUaiO. PVEDE GIE SE NEGESUEN
CAM O ESACAS DE MAS OE 8' f3 CM) DE LARGO PAM j
ASEGUW LAS MANTAS COFEECTAI
1. PREPARE a SUELO DE COUDCAR LAS AN(AS. INCLAFTENDJ U A➢UCASCH DE CAL. FERTIU2ANiE SE1511I. NOTA CUANDO ERIE USWDO CELL -O -SEED NO SI BE EL
AREA PREPAUM CELL -O -SEED TENS WE NSilMS COI a LAOO X PAPS_ HAC41, ABVO.
2 COMOCE EN U CABECEM Oa CANA SLUETAN06 U MVRA FN UM UNJA DE V (15 CM) OE PPOFUNDEYD POR °' (15 CN). OE ARCHO WN MROXRVOILEXIE
12' (SD CM) OE U MAYA IXTFTJQOA HAlS Ai.IA DE U PENOIEIRE KTA OE U lANll SW REIIFNE Y COHTIICTE U 2AMJA OESPUES DEL ENORM'E. RIEOJE U
S U.A EN a SIRA COWACOCO Y 99S lA5 12• (P FFOO REVVTAD ES LE MAMA SOBIE U SEMW Y EL SUELD COMPACfAGO. ASECUIE U MANTA SORE a
WELD CON UNA UNFAOE GLAPM 0 ESTM/& APROXgVhV1E°IifE 1Y (30 OE) UNA DE U aM A TRWES OR ANCHID DE U MANTA
3. DESENIOUE U MAMA DEL MEDIO EN a FONDO DEL CAI Y M U ORECCIDN DEL FWJO DE NOLA CON a LADD APITOPADO COCA U SUPERHCE DEL SUEUX
TOOTS - MANTAS OEBERWR ASi.WRAPSE A U SUPER?TCE DEL SIELD POR I,EOO M GRAPHS 0 ESTM/S EN ILGWESIPROPACK6 TA Y COW SE -DIG EN EL
OUGIR GUIA OE ERGPAPAOA. CUANDO DE E VSAIW a DUT SYSIEIi'. VS GPAPAS 0 ESTK`A5 OEBt3N Cd.O(/ASE A TRAVES DIE CA(A UNIT OE LAS PUN105 WH
CVUI CORKS i.,AFI CO SS PATRON DE ENCRWAOO FFOE 0.
4. CODOIIE LAS MV(iA5 CONSECUTNAS BJ(RDE S®RE EKkEE CfIPO ESCNAWW) WRR UN TRkSIWE DE 4' - 5' (16 CM - 15 CM). USE URN UREA OORLE DE CPIPIS
ESGNLTNIAlS. SEPAIADAS FOR 4' (10 CL) Y CAM 4' (10 ) SO ;8 a CQ(IRO PAA AsEwRAR vs Mv(rAS.
5. EN EL TOPE DE LAS DOS PENXENIES UTERA.ES GEL CAW, SE OEBE SWEAR TODD a LARGO DE U OILRJA DE LS MANTAS CON UM LNEA DE PAPAS 0 ESUCAS
APROXY ELATE CADA 12' (3O CM) - OE U OTRA ER UNA 2'ANJA OE 8' (+5 CM) DE PROFLN DIOAD PON 8' (15 CM) DE ANCNO. REL ENE Y C011PACIE LA 7AUA
MSPOES ML ENORAPE
9. LAS W AS ADYAGERtES DEMN TRAS(APARSE APROJ°LLADY@IlE DE 2" - 5• (5 OI- 12.5 CM) (OEPELOiMN00 Da T FID DE MANTA) Y ENIOWPAR M
1. EN APUCKKNES NM GIAPEES M FLUJO ATD. SE RECOIHE3iM OEVA LPA RWNUM PAM a GHFXAm OE LAS GRA°AS A INTEIRMMAS DE 30 A ,O PIES i
M). USE UNA LINEA DOeI E DE PRMAS ESCN.ONAO�S. SEPARNDIS POR 4- (10 CM) Y GIDA a (10 CM) SUM a CENTRO A TTAVES OF 1000 a ARCH°
DO -. GVw,.....- - ­_t - - - - ,w_ ru,..° - -1 1- - - - Fu ,rtu ,AU. i
, NAG V4.3 LINED CHANNEL
111 v ®_ mow! ' 1 `•+
i 1
22 AC TO
DI -1 I t
t
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1 I
1 1
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I
1
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12 DRAINAGE AREA MAP
1" =100'
CITY OF RALEIGH, NORTH CAROLINA
PLAN APPROVAL
UTILITY INSTALLATION AND OTHER PUBLIC FACILITIES INCLUDING SIDEWALKS AND _
HANDICAP RAMPS ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY .- -I
CITY CODE. THESE FACILITIES HAVE BEEN APPROVED BY THE CITY OF RALEIGH
AND SHALL BE SO INSTALLED UNLESS A CHANGE IS AUTHORIZED BY WRITTEN
APPROVAL. PUBLIC SANITARY SEWER EASEMENTS ARE TO BE RECORDED PRIOR
TO FINAL ACCEPTANCE. landscape architecture
TRANSPORTATION SERVICES _ Planning
civil engineering
PUBLIC UTILITIES
STORMWATER
DPR Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 28204
PLANNING - - - - - -- ph. 704.332.1204-1 fx. 704.332.1210 1 www.dprassociates.net
OWNER:
Phat Tich
Van Hann
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 -918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704- 819 -0586 Tel.
CiVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowefl Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704- 347 -0093 Fox.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
CI I�tlll /1 / / / /
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED iN WHOLE OR PART,
FOR ANY PURPOSE OTHER THAN IN
CONNECTION WITH 'THE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRES PERMISSION
ED WRITT N E OF
THE OWNER MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES.
INDICATED, REFERENCE ONLY.
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
Project Number DPR 10003
Title
SITE DETAILS PLAN
Sheet
i
I
C -5
SHEET 6 OF 10 TOTAL

DRIVEWAY GRADES
EXISTING
OR i +25%
PROPOSED SIDEWALK
PAVEMENT GUTTER LINE DRIVE WAY
/APRON +16% _
I %/J +2,0$% ° 111:11\�1\147
6
1
_ IIi�Iff =(!=
1.. -2.0$%
I
1 4 5 5, 5,
2' --
A. CURB & GUTTER SIDEWALK SECTION
VARIABLE PAVEME 6' 8' 5'
NT WIDTH SHOULDER
MD TH
114" /FT +16%
OR +8%
! t/4
PER R FT -2.0$%
111 =1H=
III=
- 8,339'
OR °
t " /Fr
\249
5'
I
B. SHOULDER SECTION
NOTE:
IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER
AND A POINT 30 FEET FROM THE CURB AND GUTTER - DRAWING NOT TO SCALE -
iEXCEEDS 207, THIS SLOPE CAN BE ADJUSTED TO A --
MAXIMUM OF 8.331 ( 1"/FT) UP OR 4.17% (112" /FT) CITY OF RALEIGH
DOWN. PUBLIC WORKS DEPARTMENT
REVISIONS DATE.- 7/3/00 SPAM BY: J
5/6/04 WDP
1 1 DRIVEWAY
_ GRADES -
STD. # 20.04
1/2" EXPANSION JOINT
F CIO) PROPOSED CURB &
GUTTER
PROPOSED 4" CONCRETE SIDEWALK
DETAILS SHOWING EXPANSION JOINTS
IN CONCRETE SIDEWALK
CONCRETE SIDEWALKS
MINIMUM COMPACT
RECOMMENDED l
UZI
O
(----
L.W i I (, Oo a 0]
�
i _, ¢� m CL
� O
- I Q C 0 Ll.-
o
d o
a 1� -w a -�
D: o -
a �Lit- 3
5 I
L
I
- -- -"' 16' -0" 21 0' E -0"
-
18' 6" 26' -0" 18' -6" 18' -6" 23' -0" 17'_0„
PARKING ANGLE 90°
(TWO WAY OPERATION ONLY)
O'A°� UOF2ICIN(; RTANDARDS
NOT TO SCALE
1/2- RADIUS B° i -0°
j 3° RADIUS
.0
A
1/8- RADIUS
N
m �'4
A•
1' -6" STANDARD CURB AND GUTTER
2 STANDARD 18" C &G
NOT TO SCALE
ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1 -2004)
FOR EXAMPLE: CALIPER HEIGHT (RANGE] MAX. HEIGHT MIN. ROOT BALL DNA. MIN. RCOifi ALL DEPTH
z" ts° z4'
2 -14 2t'
3" 14 -16' te' 32' �
NOTES:
t. REMOVE WIRE AND NYLON TWINE FROM BALL. AND CANOPY.
2. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
1 STAKING IS REQUIRED FOR ALL TREES IN R.O.W. OR UPON -
REQUEST OF ARBORIST. 3 /4' N LON STRAP -
4, REMOVE EXCESS SOIL FROM SITE AND DISPOSE OF IN A
ROOT CROVA+ TO
LEGAL MANNER.
BE AT FINISH GRADE
5, RESEED UNMULC'HED, DISTURBED AREAS.
4' GI-, / 6- WIDE MAXIMUM
BERA. CUTSIDE OF ROO-MALL -�
3 - 1'x2'118' WOOD STAKES
WITH CENTERED 3/8' HOLE
DRIVEN IN LINE PATH STRAP
EQUALLY SPACED ARWND TREE
NOTES:
1. FOR ACCESSIBLE PARKING
STAN DAR DS /SIGNAGE SEE STDS.
50.10A, B, AND C.
PAVEMENT MARKINGS SHALL BE 4"
WHITE PAINT.
ALTERNATIVE PARKIN ANGLES,
AISLE WIDTHS, AND OPERATION
(TWO--WAY ANGLED PARKIN OR
REVERSE -ANGLE PARKING) WILL.
BE CONSIDERED BY COOT ON A
CASE -BY -CASE BASIS,
f"OFF_ 1'PICAL. EXCESS SOIL
FROM ;COT CROWN
REMOTE TOP t/S SURUP
AND I NAILS/PINS, ETG
REMOVE TO, l/3 OF WARE
BASKET VB ME PRESENT
RAISE PC: BOTTOM TO SET ROOT CROWN
AT THE CORRECT HEIGHT. FIRM SCIL UNDER ROOT BALL
TREE PLANTING (FOR SINGLE & MULTI -STEM TREES)
NOT TO SCALE
12 GA
TE
5" SUP KNOT WITH STOP W40T.
6' LARGER THAN TREE DIAMETER
P MULCH AWAY FROM
TRUNK t' TO 2'
4' MA IMUM
LAYER OF MULCH
- - - -- FINISH GRADE
BACKFILL AS SPECIFIED
GENERAL NOTES:
1/8" RADIUS 1/a„ 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
• EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
a .. TO 1/4" ' EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
A A ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
r °'• REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
°
4" ' °. 4. •' d a 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
4„ 4" "P
• s 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
° ' 4 MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
p' 4 DISTRICT WILL BE DETERMINED BY THE CDOT.
y JOINT EILLEI--: r .
1 /2" 4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
TRANSVERSE EXPANSION GROOVE JOINT IN SIDEWALK BE A MINIMUM of 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
JOINT IN SIDEWALK STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WiDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
- NOT C.. ^.' M:FIAA CI'.TS
-- . GOAT:. AID ItiR�__... I
gAGN N' G:JIiA F' US' CLASS "a` CMM:RETL T'R,0.DU1 {-r
m dQ
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r-i 1 41y" 0 DCOJCT FOR PIPE(S) PICK, '0 -AC CU. Yt5 OF RRTnK M0.AONRY, I HMI
3,0; gOp I '_'�� :_.. ' '1 >f. Y ,�. I ,'9E Ml FYVI DOMELS A7 '.'.' Cc4'kRS. Ja...t
__� - , .ROv IEF ALL i:AIf:H BAS, 'JEER ;S ti itl IEYTH Wl rH 'Sf EfS Tl"
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•-+. III k '."' �.
-r' U5= BRICK OR CONCRETE RL Mt -'. c75 c0! °LIC5 Ni of THC RHlu: neuEt9TS i U Zw
O'>> . rn i ( .,.. - -� .. .. 'i _ OF GLC I -ON H4U U:. IhE f..t_Altl 5 °F.CIF ICATIONS.
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Z'9 I F -[ H' - ��y[N, SF RC YN 100CEO LAIN :IETE FI"f IS SET tt. FLIT tt1M 6t. ?N IJF Ha %. A'J: TO St A?
NINA - ^--^-� a5 CH.'LM OW STO. NO. SIR 11C'
con H 0 !N I{ If TIT OR LLCS UGE 6' WA.i.. GVF7 H' Oil IN EMA 17N.; USE zi N
�: "` f'. '.0" FROM `UP or W,L;. Atm H' WACL `CH THE R ' >
T°
C-' 2 -- Mix. }-'T'� 1 12 WALL TO E
�..-._�. -.,,, T ITt� --- -�- -.. " -1 6 .' OUAfIT F -O BE ADJJSTED A::COA(i.'16L!'. {Q, a Y-f
I�>D I f.. _ - t
'> � - -- (, x r I IP[ CRO'WS MATCHING IOI�_ j �
'e PLAN -ar-X I SECTION X _X c;iAK,FtI AI FX (:;.0 CORNERS +'. !"
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II SECTION
I�TAi �3 SET, ftOTF
17 _..,.. .� MIN V✓rERE S iL 36' Ptfa tS U6ED A
T I.
"ERE 42 TIC ,a' P5P ::i U '
a �_
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1-4 RISEN f r i .. L- - - - z
Z LU
! -- -
j --- 111RRRaaa i )
ta_ I -�
` A
ANFRE r Tn 54' ma..S USED I - --
11840. E T ! OF 2
IL SNi;!<V1ING..WTHOD = 01
SHEET 1 OF 2 DETAIL PLAN _ P.LAIi
8410.01 OF_RZ$ER .ONSTRIMTION - --
NMR1
tIS USE 1,1"I" t2 IH. DIAMETER EXCELSIOR WATTLE -
b��0, 7P% USE 2 IT. WOODEN STAKES WITH A 2 IN. BY 2 IN. CRDS9 SECTION.
P MLL NOT
DITCH 70
L�
T A
ES
H QHT S
N CH
l gfl,Y INSTAL L WATTLE(S) 0
_ 1HO71 AROUND WATTLE AND SCOUR DITCH SLOPED AND AS DIRECTED.
_ -eH lout A INSTALL A MINIMUM OF 2 UP& [ BTA1 To AND 4 DOF DITCH
/ STAKES AT AN ANGLE TO WEDGE WATTLE TO 80TTlNt OF DITCH.
EWE OF PAVEYEN't PROVIDE STAPLEe YADE Or 0,125 IN- DINIETFR STEEL WIRE
`� •+� FORMED INTU A U SHAPE NOT LESS THAN 12^ IN LENGTH,
EXCELSIOR WATTLE -'- INSTALL STAPLES APPROXIMATELY EVERY i LINEAR FOOT ON
Via, " O aJV BOTH BIDEC OP WATTLE AICT AT EACH ENO TO SECURE IT 70 THE SOIL.
EIAT7INFJ ^" INSTALL MATTING IN ACCORDANCE 1111H 6ECTION 1831 OF THE
BACK STANDARD SPEC TFTCATIONS,
SLOPE
ISOMETRIC VIEW
w b
2' MAX �, 2 UPSLOPE �' -- "' TAPLI6.',
( ) r STAKE NATURAL GROUND DTAREB
INSET S
A
INSET
_... t7 (M{A.)
YATTIP9'sl J / ' STAK(EMSLOPE STAKEPE DC»MSLOPE
CROSS SECTION - -sTAxc
I
VEE DITCH r ' K T
VAR 1 '
2 [N­--, It 2 UPSLOPE FLOP(
STAKE - l7ATlRial GROUND
I C:1 1 I CJ I I l_ .
.. �TTING
S SLOPE /�! ! /MATTI33 STAKE � / /
CROSS SECTION
TRAPEZOIDAL DITCH _ TOP VIEW
NOTES:
40
1. SCARIFY ROOT MASS OF
• FOR REPAIR OF SILT
CONTAINERIZED PLANT MATERIAL,
T . 2C R
w.
MIN. HL T
FENCE FAILURES, USE
4" LAYER
FiNSHED GRADE
OF APPRO FED - \
10'
No, 57 WASHED STONE.
3. T -AMP PLANTING MIX FIRMLY
101 TO 150
AS PIT IS FILLED AROUND
TYPICAL BED
EACH PLANT BALL.
FOR ANCHOR WHEN SILT
4. OMIT COLLAR AROUND EACH SHRUB
301 TO 400
WHEN IRRIGATION SYSTEM IS PRESENT.
TREE PROTECTION AREA
401 TO 500
FENCE IS PROTECTING
5. SOAK EACH PLANT BALL AND
'
PIT IMMEDIATELY AFTER
PLAt TING BED
to
CATCH BASIN.
t
LU
M
DO NOT ENTER
WARNING SIGN DETAIL
B' MAX.
i
�'-
VARIABLE AS DIRECTED BY THE ENGNEER
1Z
STEEL POST
WOVEN WARE FABRIC
�
"3 WIRE MESH
V
SEDIMENT CONTROL STONE
+d
ft min I
�
o LLI
- WARNING SIGN
SILT FENCE GEOTEXTILE FABRIC
! M
.
WATER FLOW
U-
TREE PROTECTION AREA
;H
J J
STEEL POST 2 ft DEPTH
`Z Q
H
MIN. 10 GA
;w
Uj
2 ft -
d
DO NOT ENTER
c
o FILL SLOPE LINE W,RES
SILT FENCE FABRIC
4`
�
INSTALLED TO SECOND
e„
fY
WIRE FROM TOP
IT
n z -- GRADE
@i=INI=
IIR1 =nI
IIIII� �IIIF�III�IIV�IIII�iIiI�IbI�nI1�I8I�PII
=Ifli�
I
6' MIN- COVER -
III
[
OVER SKIRT
EXTEND WIRE 6' MIN. INTO TRENCH
AND ANCHOR SKIRT AS
DIRECTED BY ENGINEER •
IIIII
FRONT VIEW
IIII
_
SIDE VIEW
NOTES:
1, WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE 3' HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED,
3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS.
TREE PROTECTION AND SO° ON CENTER THEREAFTER.
4, PLACE A SIGN AT EACH END OF LINEAR
AREAS LESS THAN 200' IN PERIMETER. PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. FOR TREE PROTECTION
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
7. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
DEPARTMENT BASED
ON ACTUAL FIELD CONDITIONS.
8. ADDITIONAL SIGNS MAY BE REWIRED BY CITY OF RALEIGH INSPECTIONS
PROTECTION AND 50' ON CENTER THEREAFTER.
9. PLACE A SIGN AT EACH END OF LINEAR TREE
WHERE PRACTICE APPUES; PLANNING CONSIDERATIONS ( HOWEVER FLOW SHALL NOT RUN PARALLEL..
10. FOR CONDITIONS
FENCE) AND DESIGN CRITERIA.
12 GA
TE
5" SUP KNOT WITH STOP W40T.
6' LARGER THAN TREE DIAMETER
P MULCH AWAY FROM
TRUNK t' TO 2'
4' MA IMUM
LAYER OF MULCH
- - - -- FINISH GRADE
BACKFILL AS SPECIFIED
GENERAL NOTES:
1/8" RADIUS 1/a„ 1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2"
• EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS NOT TO
a .. TO 1/4" ' EXCEED 50' AND MATCHING EXPANSION /CONSTRUCTION JOINT IN
A A ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE
r °'• REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
°
4" ' °. 4. •' d a 2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK.
4„ 4" "P
• s 3. WIDTH OF SIDEWALK ON THOROUGHFARE STREETS SHALL BE A
° ' 4 MINIMUM OF 5'. WIDTH OF SIDEWALKS IN THE CENTRAL BUSINESS
p' 4 DISTRICT WILL BE DETERMINED BY THE CDOT.
y JOINT EILLEI--: r .
1 /2" 4. WIDTH OF SIDEWALKS ON NON- THOROUGHFARE STREETS SHALL
TRANSVERSE EXPANSION GROOVE JOINT IN SIDEWALK BE A MINIMUM of 4'.
5. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
JOINT IN SIDEWALK STREETS.
6. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.
7. ZONING CONDITIONS MAY REQUIRE ADDITIONAL WiDTH SIDEWALKS
WHICH SHALL SUPERSEDE THESE STANDARD DIMENSIONS SHOWN.
- NOT C.. ^.' M:FIAA CI'.TS
-- . GOAT:. AID ItiR�__... I
gAGN N' G:JIiA F' US' CLASS "a` CMM:RETL T'R,0.DU1 {-r
m dQ
iy.� - NMI► - X TOP E1._. VA "IDtI JSE rCAM$ FOR CONSTRUC 0 0E TH. ['.T'.++ >7�1.0. 4� -
r-i 1 41y" 0 DCOJCT FOR PIPE(S) PICK, '0 -AC CU. Yt5 OF RRTnK M0.AONRY, I HMI
3,0; gOp I '_'�� :_.. ' '1 >f. Y ,�. I ,'9E Ml FYVI DOMELS A7 '.'.' Cc4'kRS. Ja...t
__� - , .ROv IEF ALL i:AIf:H BAS, 'JEER ;S ti itl IEYTH Wl rH 'Sf EfS Tl"
IL z
r- jT9Cn Y t. ^.1_ ( --I II ;% :jF'- -I" - OH CEN'f9. 11;E SFFPS Wi Y COMt'_Y WITh STD. DRAttiffa 840.68 - ��-
T > I A .I' _.., . - --T�� t 1y 1'l [[�1.,[„ USE T1PE "[ 'F "'I'D'G' GRATES UN..ESS OINE•WISe [ni11LATF:1. I WQQIL
•-+. III k '."' �.
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O'>> . rn i ( .,.. - -� .. .. 'i _ OF GLC I -ON H4U U:. IhE f..t_Altl 5 °F.CIF ICATIONS.
xIT n - cntskQ�
Z'9 I F -[ H' - ��y[N, SF RC YN 100CEO LAIN :IETE FI"f IS SET tt. FLIT tt1M 6t. ?N IJF Ha %. A'J: TO St A?
NINA - ^--^-� a5 CH.'LM OW STO. NO. SIR 11C'
con H 0 !N I{ If TIT OR LLCS UGE 6' WA.i.. GVF7 H' Oil IN EMA 17N.; USE zi N
�: "` f'. '.0" FROM `UP or W,L;. Atm H' WACL `CH THE R ' >
T°
C-' 2 -- Mix. }-'T'� 1 12 WALL TO E
�..-._�. -.,,, T ITt� --- -�- -.. " -1 6 .' OUAfIT F -O BE ADJJSTED A::COA(i.'16L!'. {Q, a Y-f
I�>D I f.. _ - t
'> � - -- (, x r I IP[ CRO'WS MATCHING IOI�_ j �
'e PLAN -ar-X I SECTION X _X c;iAK,FtI AI FX (:;.0 CORNERS +'. !"
z DRAW7TM !,OT _ .,( =Aa.l:
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a
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SID. IN`. 84P.66
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II SECTION
I�TAi �3 SET, ftOTF
17 _..,.. .� MIN V✓rERE S iL 36' Ptfa tS U6ED A
T I.
"ERE 42 TIC ,a' P5P ::i U '
a �_
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1-4 RISEN f r i .. L- - - - z
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j --- 111RRRaaa i )
ta_ I -�
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ANFRE r Tn 54' ma..S USED I - --
11840. E T ! OF 2
IL SNi;!<V1ING..WTHOD = 01
SHEET 1 OF 2 DETAIL PLAN _ P.LAIi
8410.01 OF_RZ$ER .ONSTRIMTION - --
NMR1
tIS USE 1,1"I" t2 IH. DIAMETER EXCELSIOR WATTLE -
b��0, 7P% USE 2 IT. WOODEN STAKES WITH A 2 IN. BY 2 IN. CRDS9 SECTION.
P MLL NOT
DITCH 70
L�
T A
ES
H QHT S
N CH
l gfl,Y INSTAL L WATTLE(S) 0
_ 1HO71 AROUND WATTLE AND SCOUR DITCH SLOPED AND AS DIRECTED.
_ -eH lout A INSTALL A MINIMUM OF 2 UP& [ BTA1 To AND 4 DOF DITCH
/ STAKES AT AN ANGLE TO WEDGE WATTLE TO 80TTlNt OF DITCH.
EWE OF PAVEYEN't PROVIDE STAPLEe YADE Or 0,125 IN- DINIETFR STEEL WIRE
`� •+� FORMED INTU A U SHAPE NOT LESS THAN 12^ IN LENGTH,
EXCELSIOR WATTLE -'- INSTALL STAPLES APPROXIMATELY EVERY i LINEAR FOOT ON
Via, " O aJV BOTH BIDEC OP WATTLE AICT AT EACH ENO TO SECURE IT 70 THE SOIL.
EIAT7INFJ ^" INSTALL MATTING IN ACCORDANCE 1111H 6ECTION 1831 OF THE
BACK STANDARD SPEC TFTCATIONS,
SLOPE
ISOMETRIC VIEW
w b
2' MAX �, 2 UPSLOPE �' -- "' TAPLI6.',
( ) r STAKE NATURAL GROUND DTAREB
INSET S
A
INSET
_... t7 (M{A.)
YATTIP9'sl J / ' STAK(EMSLOPE STAKEPE DC»MSLOPE
CROSS SECTION - -sTAxc
I
VEE DITCH r ' K T
VAR 1 '
2 [N­--, It 2 UPSLOPE FLOP(
STAKE - l7ATlRial GROUND
I C:1 1 I CJ I I l_ .
.. �TTING
S SLOPE /�! ! /MATTI33 STAKE � / /
CROSS SECTION
TRAPEZOIDAL DITCH _ TOP VIEW
NOTES:
40
1. SCARIFY ROOT MASS OF
1 TO 25
CONTAINERIZED PLANT MATERIAL,
T . 2C R
WIDTH IN FEET
MIN. HL T
2. INSTALL CONTAINERIZED PLANTS AT
4" LAYER
FiNSHED GRADE
OF APPRO FED - \
10'
MULCH
3. T -AMP PLANTING MIX FIRMLY
101 TO 150
AS PIT IS FILLED AROUND
TYPICAL BED
EACH PLANT BALL.
4"
4. OMIT COLLAR AROUND EACH SHRUB
301 TO 400
WHEN IRRIGATION SYSTEM IS PRESENT.
CH AROUND
401 TO 500
ENTiRE G
5. SOAK EACH PLANT BALL AND
EDGE OF -
PIT IMMEDIATELY AFTER
PLAt TING BED
INSTALLATION.
1 ft min
CROWN HEIGHT
40
IN INCHES
1 TO 25
EQUALS MEDIAN
WIDTH IN FEET
TT
TO 12" MAX.
FINAL
GRADE
10'
4
:rEXISTING
101 TO 150
GRADE
TYPICAL BED
CROWNING
WITH THE
It- END OF SILT FENCE NEEDS TO BE TURNED UPHILL CITY OF RALEIGH
12. SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. PUBLIC WORKS DEPARTMENT
FOR CONDITIONS WHERE PRACTICE APPUES; PLANNING CONSIDERATIONS. -
13- SEE N.C. STATE DENR PRACTICE & SPECIFICATION SEDIMENTS FENCE SECTION. REVISIONS DATE: 713100 DRAIW 8Y : JTB
(HOWEVER FLOW SHALL NOT RUN PARALLEL WITH THE FENCE) JTT 3'6'07 STANDARD TEMPORARY g SHRUB PLANTING
7 STANDARD TEMP. SILT / TREE PROTECTION FENCE PROSIL TONTRENCE NOT TO SCALE
STD. # 40.03
SPACING VARIES
SEE LANDSCAPE PLAN
tNl.rt rt_Mlvl altll_ ,�
MINIMIZE SETTLEMENT
YPICAL PLANTING BED DETAIL
20WSERED
EQUAL SPACING �- EDGE OF
BETWEEN ALL PLANTS PLANTING
BED
TYPICAL PLANTING BED PLAN
8' MAX
VARIABLE AS OWECTEo BY THE ENGINEER m
STEEL POST
WOVEN FIRE FABRIC
WARNING S(:i
ORANGE. UY RESSTANT
Hlai - TENSILE STRENGTH
P( _y SAi6rICADE FABRIC (TYPICAL)
POLY BARRICADE E FABRIC (TYPICAL)
FRONT VIEW
J2 0A
,TE
NOTES:
wARNNG SIGNS TO BE MADE OF DURABLE WSITREPPROW MATERIAL.
LErMtS TD BE J' HIGH MNMUM, CLEARLY LEOBLE' AND 91ACED AS DETAILED.
SIDE VIEW aa+S SIALl Te PLACED At so' MAGNUM INMEIVA S
PUCE A SOY AT EACH ENO OF U.E'AR R"E PROTECRGA AND 'A' aM CENTER tE,EREAFiEA.
FOR TREE PROMCRaI AREAS LESS THAN 200' IN PERIMETER. P. )"DE NO LEBS THAN OW S(N PER PROTECRW AREA.
ATTACH SIGNS SECDAfEY M FENCE POSTS AND FAWC.
MNNTAN TREE PROTECTION FfNC£ TF WG Ra1T DURATION Or PROJECT.
AINTKNN- 9(?!S MAY REOI'Rm BY arY OF AAlElai INSPECTIONS DEPARTMENt BASED at ACTUAL F1ELa COVanONS
PUCE A Sat AT EAST ENO OF DEAR TREE PROTEC"UN AND 50' ON cENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
STANDARD TREE REVISIONS DATE: 7/3/00 DRAWN BY.
6 PROTECTION DETAIL STANDARD TREE
PROTECTION DETAIL
STD. # 40.04
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
PROVIDED I
40
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE -
1 TO 25
1
26 TO 50 `
TT
1 - -_-
51 TO 75
�U�OG�'3
WARNING SIGN DETAIL
NOTES:
wARNNG SIGNS TO BE MADE OF DURABLE WSITREPPROW MATERIAL.
LErMtS TD BE J' HIGH MNMUM, CLEARLY LEOBLE' AND 91ACED AS DETAILED.
SIDE VIEW aa+S SIALl Te PLACED At so' MAGNUM INMEIVA S
PUCE A SOY AT EACH ENO OF U.E'AR R"E PROTECRGA AND 'A' aM CENTER tE,EREAFiEA.
FOR TREE PROMCRaI AREAS LESS THAN 200' IN PERIMETER. P. )"DE NO LEBS THAN OW S(N PER PROTECRW AREA.
ATTACH SIGNS SECDAfEY M FENCE POSTS AND FAWC.
MNNTAN TREE PROTECTION FfNC£ TF WG Ra1T DURATION Or PROJECT.
AINTKNN- 9(?!S MAY REOI'Rm BY arY OF AAlElai INSPECTIONS DEPARTMENt BASED at ACTUAL F1ELa COVanONS
PUCE A Sat AT EAST ENO OF DEAR TREE PROTEC"UN AND 50' ON cENTER THEREAFTER.
NOTE: FOR TREE PROTECTION ONLY
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
STANDARD TREE REVISIONS DATE: 7/3/00 DRAWN BY.
6 PROTECTION DETAIL STANDARD TREE
PROTECTION DETAIL
STD. # 40.04
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
PROVIDED I
MINIMUM NUMBER
OF ACCESSIBLE SPACES
SPACES REQUIRED
MINIMUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE -
1 TO 25
1
26 TO 50 `
2
1 - -_-
51 TO 75
�U�OG�'3
76 TO 100 1
4
1 -_
101 TO 150
5
u~iHrow
tL J
_i__
151 TO 200
201 TO 300
8
/
301 TO 400
8
W
401 TO 500
j 9
2
501 TO 1000
1 2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
20 PLUS 1 FOR i IN EVERY 8 -
1001 AND OVER EACH i00 OVER 1000 ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES J
SIGNAGE
_®
SEE STD. u0
50.09 FOR
DETAILS _
ACCESSIBLE ROUTE
(D (SEE NOTE 3)
I
_ I
8 8 B 8 5 8
R GJ GRVL. I�
L�, ENGER
PARKING N.TCD
NOTES: oING 1. ALL 12 °x18" ACCESSIBLE SIGNS (R7 -8a & R7 -1) SHALL BE MOUNTED AT 7 FEE FROM P7 -8a GRADETO BOTTOM EDGE OF SIGN FACE (MUTCD). MOUNTING HEIGHT CAN BE REDUCED TO 12 °x18LY
5 FEET 1F PLACED !N AN AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHIG
PEDESTRIANS ARE NOT EXPECTED TO USE. R7 -8D
REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD) REQUIRED ACCESSIBLE MAXIMUM 12 "x9°
2. RE RESERVED PARKING SIGN PENALTY
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA $ 250
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN MAXIMUM
RAMPS ARE REQUIRED AT LOADING ZONE AREA. PENALTY °"i -80 SEE STANDARD N0. 50. OC FOR
$ ALT ` x9 SUPPLEMETAL SiGN DETAIL
SEE STANDARD NO. 50.108 & 50.10C FOR
SUPPLEMENTAL SIGN DETAIL
9 ACCESSIBLE PARKING AND SIGNAGE STANDARDS
NTS
pO ..xfT .. __ (' %P ON .IUTN15 4<
v $ ,,.: Q�s
C
6 � -
9 TA
X. H O 3T 1 ' 6' - F, S''I. A
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ELFVA: [ON
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S"'� .. ,3• R - _.'..3 0_.�. I:EPRF 35E0 i;N' -EFF LINE
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! PLAN OF TOP. SECTIONS -S 0
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NORMAL CLIPS A(f" GOT ER OR IJG11 T GRADF_S It
O O Z
oy r N
Hy - -TOP FLF.VAI .:1'L -NORMAL 4U77EH f. RtE
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I t;5E D1 flA�ES U Efl 7 -
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1 iT:P.R1.S10K1 JOI`2T -I - T
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an = r4, ikRS J' !Kt2" ELEVATION
a y I Tn N
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M_
-- -
H
hi NiNINi:I DIMENSION& AM/ OUANi Ii IE9 FOR !SPICK CATLN BABTNSBA6FJ1 OM iIN NETCdIT;, N WTTM Na RlSER,' ,..
. M O1WY .5 1 fICPS;
_.._ Op SL-II _ - i OT ONt PIPE
DINENSION6 DE 80X ASTT Pi P[_,- tlARi U
Pin � Se AN wlom ;WIDTH .S'NI MSN ,t ltl., [. JIMt1E [FI:: 'S :•. I - L 61 O.2H! ).fl03 CIA NCI i W
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}9.
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2 2� 5' D C' ? �,. i f -__ _ _6 __. +'. ';i ? 1 -O s8 _. (1_N59 HO6...� '1 <H 0.39f r1 OF 2
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i GENERAL NOTES:
USE N0, 5 OR NO. 57 STONE FOR SEDIMENT
coNT40L.
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
R) WITH 14 INCH MESH OPENINGS.
n
}{ m
GZ'J) INSTALL 5 FT. SELF FASTENER ANGLE STEEL
r ri POST 2 FT. DEEP MINIMUM.
m =I SPACE POST A MAXIMUM OF 3 FT-
H
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1606.
1606.01
1t STANDARD SiLT FENCE OUTLET DETAIL
OWNER:
Phat TIch
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc,
420 Hawthorne Lane
Charlotte, NC 28204
704 -332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel,
704- 364 -8377 Fox.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe Street, Suite 204
Charlotte, NC 28204
704- 334 -7363 Tel
704- 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704 -98� -9114 Tel.
704 -987 -9938 Fax.
TRANSPORTATION SERVICES ---- -__ - -� planning
civil engineering
PUBLIC UTILITIES
STORMWATER -- - --j
Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 2820
PLANNING - -- -- -� ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates -net
C AID 0
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESS$ED WRITTEN PERMIStION OF
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOvVVVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 PER C.O.R. 1ST REVIEW COMMENTS
J
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Project Number DAR 10003 O'
Title
SITE DETAILS PLAN
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SHEET 7 OF 10 TOTAL y
O in
-Kt .
H 0 CL0C)
oo =z
�U�OG�'3
m 3 ft X­
u~iHrow
tL J
OQNCL
2
W
VARIABLE r WIRE MESH
4
OTMENSION
'I
SEDIMENT CONT90L STONE
I
2 ft Ic...
1 ft min
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U-
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`Z Q
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1606.
1606.01
1t STANDARD SiLT FENCE OUTLET DETAIL
OWNER:
Phat TIch
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc,
420 Hawthorne Lane
Charlotte, NC 28204
704 -332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel,
704- 364 -8377 Fox.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe Street, Suite 204
Charlotte, NC 28204
704- 334 -7363 Tel
704- 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704 -98� -9114 Tel.
704 -987 -9938 Fax.
TRANSPORTATION SERVICES ---- -__ - -� planning
civil engineering
PUBLIC UTILITIES
STORMWATER -- - --j
Associates, Inc. 1 420 Hawthorne Lane I Charlotte, NC 2820
PLANNING - -- -- -� ph. 704.332.1204 1 fx. 704.332.1210 1 www.dprassociates -net
C AID 0
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESS$ED WRITTEN PERMIStION OF
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOvVVVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1 9 -22 -10 PER C.O.R. 1ST REVIEW COMMENTS
J
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LU
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Project Number DAR 10003 O'
Title
SITE DETAILS PLAN
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SHEET 7 OF 10 TOTAL y

A-
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0
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BRICK }
PAVERS
V EXIST. }
STATUE
,,EXIST. EXIST. fi
STATUE REFLECTING POOL AREA
std
�oo�
MMARY OF WATER SERVICE & FIRE HYDRANTS
SIZE
LENGTH
SIZE
LENGTH
1 "
307 LF
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
TOTAL NO FIRE HYDRANTS: 1
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
704- 336 -1776 Tel
704 - 364 -8377 Fax.
8"
654 LF
Charlotte, NC 28204
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
TOTAL NO MANHOLES: 4
0® VICINITY MAP
(1 " =800')
STANDARD UTILITY NOTES (AS APPLICABLE):
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN STANDARDS, DETAILS & SPECIFICATIONS
(REFERENCE. CORPUD HANDBOOK, CURRENT EDITION)
2. UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY 'PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCH AS AN
IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER. IF ADEQUATE, LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE
LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL
b) WHEN INSTALLING WATER & /OR SEWER MAINS, THE HORIZONTAL SEPARATION BETa✓EEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT
BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION
OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES
ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATERMANN, DIP MATERIALS OR
STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED &INSTALLED TO WATERLINE SPECIFICATIONS
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SE VER & STORM SEWER FACILITIES, UNLESS DIP MATERIAL IS
SPECIFIED FOR SANITARY SEWER
e) MAINTAIN 18" MIN, VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN. CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT
ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W -41 & S -49)
I) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WIT; 18" MIN. VERTICAL SEPARATION REQUIRED
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN & /OR PROFILE BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUT CONSTRUCTION OF
PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MfND,' UM COVER IS REQUIRED ON ALL REUSE MAINS
® 6. INSTALL 1" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2" WATERLINE EASEMENT IMMEDIATELY ADJACENT. NOTE: IT
IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE WATER SERVICE FOR EACH COM CTION TO PROVIDE ADEQUATE FLOW & PRESSURE
7. INSTALL 4" PVC* SEWER SERVICES @ 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY 75 LINEAR
�j FEET MAXIMUM
8. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIRED ON ALL SANITARY
SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN LV ABOVE THE NEXT UPSTREA14 MANHOLE
9. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE & /OR FEMA FOR ANY RIPARIAN BUFFER,
WETLAND & /OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO CONSTRUCTION.
10. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICE TAPS)
WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION
20'R BULB ® N/F BENTON 11. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD
SS EASEMENT D.B. 1562, PG. 720 FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING PEWJ,1T. CONTACT TIM BEASLEY AT
"� (919) 250 -7825 OR
TIMOTHY.BEASLEY @RALEIGHNC.GOV FOR MORE INFORMATION
12. CROSS - CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD INVOLVED AS LISTED IN APPENDIX -B
OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES
SHALL MEET AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL
LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE
PROP. H- 20' SS ESMT. — MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL CROSS - CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE
HELVEY AT (919) 212 -5923 OR JOANIE.HELVEY @RALEIGHNC.GOV FOR MORE INFORMATION
( STA: 6 +53.63 FOR FUTURE CITY
TIE -IN
0 w� I f/j�? ®�'A
n o a0 ` R
❑ PROP. ±307 LE_
STATUE OF 1" COPFlffR
WATER
RVICE
�A min �1
co
a
O
NESTOR) / I
!STORAGE
(" EX" d SW EXIST.
6A5[ SW STATUES I
/ � 20'R BULB < STORAGE _ TAT E Z
PROP. DOGHOUSE MH -1 SS EASEMENT BUILDING; O//
STA:0 +00
i
(OPEN CUT TO TIE -IN) / 20' SS ESMT_ — PROP. M 2 20 =SS ESMT.
151 47' -8 "S STA: 1
/P01-1 5"VV — — N04'1 2'45"W ao /
o � / OP-Mi
25' MIN. TA:7
e
APPLICABLE USACE AND /OR NCDWQ / m —�_ T__4 3
PERMITS MUST BE OBTAINED PRIOR O �' w to
TO CONSTRUCTION 1" I �- — A� ROX. LOCATION O! N ao\ ao U w co
EXIST. SEPTIC TANI, J
N TO B EIVfOVED OR ABANDONED N X 3
o
' C14 (PER VE OUNTY STANDARDS,) w
EX. CONC.
UJ
r� X. DECK
C.O. FFE 205.30'
}
EXIST. v w a EXIST. BRICK
XIST. JEGE OF WATER / ONBRICKRY W2 nw AND FRAME
TEMPLE
APPROX. LEACH FIELD DWELLING w m APPROXISTCREEK C/L / -� (EDGE 0 ATER CHANGES DAILY) f PRIVATE 4" Per ":C SS �' �1) EX. PORCH
o° @ 1% MINI. AND
EXIST. SSMH r LL / CLEAN OUT FOR EXIST. a a
co co
RIM: 194.78 \ m \ O C) BLDG. T:'IE -IN
INV IN: 187.0 I Oz N
\ \ N\\ a \ Q z
cli
INV OU T: 186.9 t= 9 i g
(PER FIELD SURVEY) <
a EX. STATUE
Oz wa
N < a'O -, p EXIST. BRICK
N -S 0 0' C2 Lu EXIST GRAVEL PATIO
-6
r
�
mffl
MIFA
I
N/F YOUNG 5Z SILL r_ > w` I
u-
0-- LOT TO REMAIN'l U
\ON MUST : I D.B. 3055, PG. 201 c>' X0 20 OTV
��JG�uZ \L I TY p oNF�� \ -6110 Q � o � a� � OF
� o i ' a EXIST. APPROX. p1w
Q W z m \ \ LOCA ION OF 16" PUBLIC N�
a \ EXIST. FIRE ± 4' FROM EXIST. EOP
�� ��u�ER �\ \ HYDRANT TO REMIAIN o ®�vQ
1-800-632-4M
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND \l)
ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. 12 RCP
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS \ ' f ' , ,1 \N
W
W _
NECESSARY TO INSURE SAFETY TO THE PUBLIC. ' 1 Zw z
°
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO ' 9 W -�` AgpNALT
STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
THE CITY OF RALEIGH UTILITIES SPECIFICATIONS. G � W
15 "RCP ® � �
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART woo
P, OR AS AMENDED. k - - - -- aGUY —
ADDITIONAL NOTE:
SEWER SLOPES SHOWN ON THIS PLAN ARE FOR CONTRACTOR REFERENCE
ONLY. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING THE SEWER
TO THE INVERTS SHOWN.
L G CONNr -_ fi
3p0,
p OpFRO
��Fy M
6 ® \ HVAC UNITS
SEE ARCHITECT /PLUMBING PLANS
BY�OTHERS
❑ EXIST. OVERHEAD POWER LINE
& P.P. TO BE RELOCATED BY
❑ CONTRACTOR, TYP.
a H VOLTA(
t _ GUY ° OE - - - HIG — LAND SURVEYING NOTE:
BOUNDARY MAP AND EXISTING SURVEYING INFORMATION
n:n
I
I
PROVIDED BY NIALL GILLESPIE LAND SURVEYING,
DATED 8.20 -2008. NAD 83 GRID COORDINATES.
NIALL GILLESPIE, P.L.S. LAND SURVEYING
1801 WHITE OAK CHURCH ROAD
APEX, NORTH CAROLINA 27523
PHONE: [phone] FAX #: [phone]
N/F GAY
D.B. 7357, PG. 410
PROPOSED 1" R.P. BFP,
IN ABOVE GROUND HOT BOX > 1 24
AMES 4000B OR EQUAL
PER C.O.R. APPROVED LIST
2� gOE
RVV TO BE DEDICATED_.
ri
EX. 0,
____ _ W
W w _._._. -. - - -- North
11
& FIRE HYDRANT
:ATTENTION CONTRACTORS
THE CONSTRUCTIO`,`. CONTRACTOR RESPONSIBLE FOR THE EXTENSION
OF WATER, SEWER AND /OR REUSE, AS APPROVED IN THESE PLANS,
IS RESPONSIBLE FOR CONTACTING THE PUBLIC WORKS DEPARTMENT
AT (919) 516 - 2159, AND THE PUBLIC UTILITIES DEPARTMENT AT
(919) 996 -4540 AT LEAST TWENTY FOUR HOURS PRIOR TO
BEGINNING ANY OF THEIR CONSTRUCTION.
FAILURE TO NOTIFY BOTH CITY DEPARTMENTS IN ADVANCE OF
BEGINNING CONSTRUCTION, WILL RESULT IN THE ISSUANCE OF
MONETARY FINES, AND REQUIRE REINSTALLATION OF ANY WATER OR
SEWER FACILITIES NOT INSPECTED AS A RESULT OF THIS
NOTIFICATION FAILURE.
FAILURE TO CALL FOR INSPECTION, INSTALL A DOWNSTREAM PLUG,
HAVE PERMITTED PLANS ON THE JOBSITE, OR ANY OTHER VIOLATION
OF CITY OF RALEIGH STANDARDS WILL RESULT IN A FINE Alm
POSSIBLE EXCLUSION FROM FUTURE WORK IN THE CITY OF RALEIGH
PUBLIC
SEWER COLLECTION / EXTENSION SYSTEM
THE CITY OF RALEIGH CONSENTS TO THE CONNECTION AND
EXTENSION OF THE CITY'S PUBLIC SEWER SYSTEM AS SHOWN ON
THIS PLAN. THE MATERIAL AND CONSTRUCTION METHODS USED
FOR THIS PROJECT SHALL CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY'S PUBLIC UTILITIES HANDBOOK.
CITY OF RALEIGH
PUBLIC UTILITIES D= PARTMENT PERMIT #
AUTHORIZATION TO CONSTRUCT
DATE
CITY OF RALEIGH
ALL CONSMUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STA-E, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION S-ERVICES
PUBLIC UTILITIES
STORMWATER
PLANNING
FIRE
URBAN FORESTRY
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704- 336 -1776 Tel
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel.
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius, NC 28031
704 - 987 -9114 Tel.
704 - 987 -9938 Fax.
C A R O
e �
C -650 0
R
\ \
NO
\ CARD '�i,
= °aoF
SEAL
030523
% ►NEB
/'yc
/r r 1111110 -12
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR PART,
CONNECTION WITHEtHET PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMIStION OF
THE OWNER,/MANAGER OF THE FACILITY
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date JULY 20, 2010
Revisions:
1
9 -22 -10
PER C.O.R. 1ST REVIEW COMMENTS
2
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
5 -30 -12
PER C.O.R. 3ND REVIEW COMMENTS
4
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY PLAN
Sheet
C -7
SHEET 8 OF 10 TOTAL
O
O
N

FINISHED GRADE
\ \ \\ , \\ \
FINAL UNDISTURBED SOIL
BACKFILL
2 -0<
INITIAL
BACKFILL
MINIMUM SIDE
6" #67 STONE
6" O,D, OF PIP 6' CLEARANCE
WHEN ROCK IS
ENCOUNTERED 12" O.D, OF PIP 12° MAXIMUM SIDE �!I
CLEARANCE
NOTES:
1. Trenches requiring shoring and bracing, dimensions shall be taken from the ,I
inside face of the shoring and bracing.
i
2. No rocks or boulders 4" or larger to be used in initial backfill.
3. All backfill material shall be suitable native material.
4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in
non - traffic areas.
5. Achieve 80% compaction in non - traffic areas, and 95% compaction in
traffic areas.
I
6. If in easement 4" topsoil, and CITY OF RALEIGH
12" clean select fill is required. DEPARTMENT OF PUBLIC UTILITIES
7. No boulders 8" in diameter or TRENCH BOTTOM DIMENSIONS & BACKFILLING
greater allowed in final backfill. REQUIREMENTS FOR DUCTILE IRON
AND REINFORCED CONCRETE PIPE.
DWG. NO. REVISIONS IDATE I REVISIONS IDATE
S-4
3 -1 -87 RRH 3 -30 -01
D.W.C. 9 -3 -99
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SECTION C —C
/4'
NEW MANHOLES USE AN APPROVED BITUMINOUS Z
BASE SEALANT THAT SHALL BE APPLIED TO Z "IIIO`. - Z
FINISHED GRADE SEE (C.O.R, STANDARD S -25 THE TOP OF THE CONE SECTION TO PROVIDE O II"° ° . ' ' N z 3 q TYPICAL SANITARY SEWER SERVICE BACKWATER VAL''lE STYLES:
/ !
FOR MANHOLE FRAME AND COVER A WATER TIGHT SEAL. F- o' J 4I �; ' - • - W ¢ Z Z
A z U D- II��, - ❑ 0-. Z g ° W LJ �SCREWCAPS
/ �� C3Q ill\' �LL mow¢ Q��
WU) mm ,\III\\ QU X n U
es•. 2 -O^ LU F_ o W 0 w 1�1I\ `r a_ W Z X q W
u) J CL J v v iylly. .
FINAL z BACKFILL (A ♦ - ,--, FLOW FLOW FLOW 'ii FLOW
wiz �y''� ❑
24' MAX °'d Q o °
ECCENTRIC M.H. CONE MAY J U LL ♦ �` W
UNDISTURBED SOIL BE USED ON B' , 30' AND F- � v F- w III o F
r e D 12' SEWER MAINS. W F- W Z W S �yllo` •-- W ❑
> < Z > q LLJ h�\ \� ° n v: FLAPPER VALVE
MANHOLE CONE AND BARREL U-1 U W W ¢ _ - I�I��� - d
SECTIONS SHALL BE AS PER U U rn > > � W LD `III" d q
° � w ¢ w w W TYPICAL BACKWATER VALVE INSTALLATIONS:
ASTM. STANDARDS > W S LL ¢ 3 II"o-: - - - ° q •, ❑
LJ
4' -6' DIA. AS . -° m w LL z W v1 p...c4'. :.. a.. v w J ❑ HOUSE
U) 0 n REQUIRED J Ld
LD LJ
INITIAL P:1
z w p' z ¢ w
:..
.
BACKFILL A: °q 'O' RING SEAL ~
iia' ¢ q W °' EASEMENT OR CRAWL SPACE
SPRING LINE >..:.:: Qv >', e.. #67 STONE > OR RAM -NECK J ¢ Z
4� Z J w m . p•a...� ¢ J w - ra —
HAUNCHING ° °o W w ° v ° ¢ c9 F L7 3 ¢
° PIPE GRADE n_ J U = J o ¢
0 0 °o0 0 0 Q Q U H� c °' n¢ c9 W z o H W q Q �j r - - --
° S° 8 oso° ,. p i:.d RUBBER BOOT ¢ ❑ z m U m LL Z Z ¢¢ I
e �" BEDDING r = LL
' •'�''� ° LATERAL INVERT SHALL NOT W W W U U Z a- Q W F- (A
QQ° > ° ° ° o C •. . -- -- BE LOWER THAN MAIN SPRING- ❑ 3 q ¢ Q Z = ¢ -1 q Z U
o , LINE. MANHOLE NEEDS TO BE S = Q 0
Q' Qv - - Q G ABOVE 100 YEAR FLOOD PLAIN 3 U F- ~ q U J W Z Q ,-+ OD W
.D .< ". �.v. ..'D• :' ?.�w o OR SEALED AND VENT TO BE I' ❑ - W Q J Q (11 \ W W
TAMP WELL UNDER MINIMUM SIDE °'., a . ' o .. ° J z w � 0 o O m O! J N i YARD/VAULT RD /VAULT INSTALLATION FOR
6' O.D. OF PIPE 6" ° u ' „ 6" ABOVE 100 YEAR FLOOD PLAIN. W W £ H Z LL ° W q HOUSE
BOTTOM HALE= CLEARANCE D a • D':. a .D'.q'.. p: d . WHEN MANHOLE TOPS ARE IN w X = Z Q _ � 3 q E'.JILDINGSBUILTONSLABAND
EXCESS OF 3' ABOVE GRADE. S H ° > ; <W0 U ❑ W ❑ W W ¢ J J OTHER LOCATIONS WHERE VALVE
OF PIPE w = o rn J 0 J v:
9" OUTSIDE STEPS MUST BE Ri w 3 U z m Z o q q ¢ ¢ CANNOT BE INSTALLED IN
PROVIDED. SEE STANDARD
SECTION A -A S -26 FOR STEP DETAIL. IN � I`\ w F LLi P:) : �n ¢ o w w EASEMENT OR CRAWL SPACE. OF NON
FRAMTRAFFIC ND COVER SHALL BE �\ H Z J ZO Q' �' q q CBSO 4 METER BOX
TYPICAL TRENCH BOTTOM DIMENSIONS FOR INSTALLED A MIN, OF VABOVE V) J U) J F -
S D R 3 5 PVC GRAVITY PIPE FINISHED GROUND SURFACE. e ;a W a OR SIMILAR BOX/VAULT
E3 ID - OF APPROPRIATE SIZE
m Z E LU Z TO ALLOW REGULAR
SEE SEWER DESIGN SECTION
NOTES: 2 0 2 1. N MAINTENANCE
1. For trenches requiring shoring and bracing, dimensions shalt o.° z q m a. o 3 X LU
be taken from the inside face of the shoring and bracing, A ° �'a. A MIN. 9' COMPACTED #67 STONE W J o } W NOTES:
-J 1­- J O Q J
-a" BASE TO BE INSTALLED U I.L. W a. ..
2. No rocks or boulders 4" or larger to be used in initial backfill, UNDER NEW MANHOLE. J D m ui w O 1. INSTALLATIONS OF GREATER THAN 4' IN DEPTH MA' °REQUIRE MANHOLE.
3. Al.[ backfill material shalt be suitable native material, 2 IN NON- TRAFFIC AREAS, TOP OF z `'`' ° D- z m U
° Q =
FRAME AND COVER SHALL BE W U H F- F- 2. VALVES MUST BE INSTALLED IN A LOCATION AT WHICH THEY CAN BE
4 H -
4. Backfill shall be tamped in 6" lifts in traffic areas, 12" in INSTALLED A MIN. OF r ABOVE F- ° .C3 s W ; ¢ y CLEANED AND SERVICED REGULARLY.
non - traffic areas. FINISHED GROUND SURFACE. C \ FW- Z z I^ cq ¢ m
Q , p ED LU Z
CITY OF RALEIGH D'� �'� CITY OF RALEIGH Z Y > CITY OF RALEIGH CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES W o0 = a- DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES
ir F
TRENCH BOTTOM DIMENSIONS AND BACKFILLING STANDARD PRECAST SANITARY Li Hio TYPICAL SANITARY SEWER TYPICAL SANITARY SEWER SERVICE BACK-
REQUIREMENTS FOR PVC GRAVITY SEWER MAIN 3 SEWER MANHOLE ¢ 4 Q Q rJ WATER VALVE' INSTALLATION
LATERAL CONNECTION
DWG, NO, REVISIONS DATE REVISIONS DATE REVISIONS DATE REVISIONS DATE D o O DWG, NO, REVISIONS DATE REVISIONS DATE DWG, NO, REVISIONS DATE REVISIONS DATE
TO NOTES 3 -1 -87 D,W,C, 9 -3 -99 Y,C.A. 12 -31 -92 ABB 2 -21 -0s v O Y.C.A. 2 -31 -9 RRH 3 -30 -00 RRH 3 -31 -00
S -5 7 -2 -82 RRH -30 -00 S -20 RRH 3 -30 -00 S -30 Y,C,A, 6 -92 A.B.B. 4-8 -04 S -38
1" LETTERING MINIMUM A/G WEIGHT
RECESSED FLUSH FRAME 262
COVER 170
TOTAL 432
O
3 -1' DIA• HOLES
AT 12CC
A A
LPRY d�
TYPICAL LIFTING DEVICE
O NOTE: COVER SHALL READ
"CONFINED SPACE - DO NOT
ENTER ... PERMIT REQUIRED" AS
PLAN SHOWN ON S -25.
28 1/4'
26 1/4'
1 3/8' 26'
7 1/2' I
GASKET IN VERTICAL
I FACE OF COVER
RING MUST BE
�— 24' ANCHORED IN
ACCORDANCE
3' - -- 28' WITH S -25
— - 34'
5/8' d
- STAINLESS STEEL ROD
TYPICAL LIFTING DEVICE SECTION A
TOP OF COVER CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
MANHOLE FRAME AND
7 WATERTIGHT COVER
DWG. NO.REVISIONS DATE REVISIONS DATE
5-26 3 -1 -87 3 -1 -87 ABB 8 -29 -05
RRH 3 -30 -00
NOTES
1.75° 1, COVE- WEIGHT: 13 LBS +/- 5%
METER 7/8' 2, LIDS TO BE COATED WITH
BITUei -NOUS COAL TAR COATING
19 1/4" 1/4" 3. HOLE SHALL BE FITTED WITH A
TT METAL GROMMET
CITY OF RALEIGH
m m DEPARTMENT: OF PUBLIC UTILITIES
17 5/8' WATER DIETER BOX DETAIL
1:y16, TYP. DWG, NO. REVISIONS Il TE REVISD7NS DATE
ECTI ❑N A —A SECTION B —B W_25 -i -87 RRH 3 -31 -00
D.W.C. 1 -3 -9 ABB 1 -20 -05
4"
5"
A
A SIDE
PLAN ELEVATI ❑N
SLIP RESISTANT CLEAT
U O
12"
ELEVATION
#3 OR #4 REBAR
CORROSION RESISTANT MATERIAL
RUBBER, PLASTIC
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
SECTION A — A STANDARD SLIP RESISTANT
8 MANHOLE STEP DETAIL
DWG, NO. REVISIONS DATE REVISIONS IDATE
S_28 RRH 3 -30 -0
MANHOLE FRAME AND COVER
COVER 120 LBS. MINIMUM
_ 10� °
O °
X11 TqQ�
?31/2 21A1 nTT�0�
F SEWED ���' c
° � �'pACE �0 ��
ADE IN 6
2 3/4" °
NOTES,
1) ALL MANHOLE FRAMES SHALL BE
BE DOMESTICALLY CAST
2) FRAME SHALL BE A MINIMUM
WEIGHT OF 182 LBS. WITHIN
PUBLIC ROW AND 160 LBS,
WITHIN EASEMENTS,
3) COVER SHALL WEIGH A
MIN. OF 120 LBS.
4) ALL MANHOLE FRAMES OUTSIDE
OF PAVED SURFACES SHALL BE
BOLTED TO THE CONE
SECTION OR RING WITH A
MINIMUM OF 4 BOLTS PER
FRAME.
f Ili
25 1/16
j— 23 111/16'
22'
�25 15/16'
1„ 33 1/4'
5/8"X3" LAGSHIELD IN HOLE
IBUTYL-NEK OR DRILLED INTO CONE OR
APPROVED RING WITH ANCHOR SUNK TO
SEALANT DESIGN DEPTH, AND 5/8 "X3"
BETWEEN FRAME HOT DIPPED GALVANIZED
AND COVER LAG BOLT AND WASHER.
CITY OF RALEIGH
12 DEPARTMENT OF PUBLIC UTILITIES
STANDARD MANHOLE COVER
DWG, NO, REVISIONS DATE REVISIONS DATE
S -25 L 3 -1 -87 A,B,B, 2 -9 -05
RRH 13-30-00 1
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NOTES,
1, CONCRETE SHALL NOT CONTACT
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JOINT FITTINGS.
2. SEE STANDARD REACTION BLOCK
TABLES, W -10 AND W -11 FOR
AREA OF CONCRETE REQUIRED,
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ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
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DPR Associates, Inc.
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704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
W,
W LIJ 01
1111 The Plaza
Charlotte, NC 28205
L-9 C3
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
¢ W
704 -987' -9114 Tel.
704 - 987 -9938 Fax.
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PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED OR USED IN WHOLE OR (DART,
FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
OF
THE
Z❑
THIS DRAWING IS NOT TO BE SCALED FOR
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INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
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Revisions:
W
9 -22 -10
PER C_0_R._1ST REVIEW COMMENTS
2
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
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Title
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3000 PSI SOLID CONCRETE
TOP VIEW SHALL BE USED AS FOOTING FOR
DUCTILE IRON PIPE,
VALVE
iTM•J• FITTING
SIDE VIEW
CITY OF RALEIGH
I3 DEPARTMENT OF PUBLIC UTILITIES
4" — 24" STANDARD TAPPING
SLEEVE AND VALVE ASSEMBLY
DWG• NO. REVISIONS IDATE IREVISIONS I DATE
1-)-1-07 n 1•/ I' 0 -7 -00
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING
landscape architecture
planning
civil engineering
OWNER:
Phat Tich
Van Nanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616 -9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704 - 918 -7546 Tel.
DESIGNER:
Mr. in Nguyen
Address
Address
704 - 819 -0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704 - 332 -1204 Tel.
704 - 332 -1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704 - 336 -1776 Tel.
704 - 364 -8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowe Street, Suite 204
Charlotte, NC 28204
704 - 334 -7363 Tel
704 - 347 -0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704 -987' -9114 Tel.
704 - 987 -9938 Fax.
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FOR ANY PORPOSE OTHER THAN IN
CONNECTION WITH tHE PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
OF
THE
OWNERJMANAGER OF THEM ACTIN
NAMED ABOVE.
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1
9 -22 -10
PER C_0_R._1ST REVIEW COMMENTS
2
6 -14 -12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
Title
UTILITY DETAILS
Sheet
I
C-8
C -8
i
SHEET 9 OF 10 TOTAL

APPROVED ETHDD FOR, EXTENSIDN IF VALVE BOX NOTE 2'x 6' CONCRETE
PAD REQUIRED ON ALL VALVES.
NO PRECAST CONCRETE DOUGHNUT ALLOWED.
SEE STANDARD W-18
J_t FOR COVER DETAILS.
1 6 7/8-8-
7 5/8-8 112
10 1/4-11'
4
ATER
V�
N I,STANDARD VALVE BOX
2'
LTOP SECTION TO BE
DOMESTIC
80 LBS, HEAVY WEIGHT CASTING
5' 0' x 8' 2'
PAVEMENT
5' 2' x 9' 7'
VALVE BOX
5' 5' x 11' 6'
COVER
_J
VALVE
704-819-0586 Tel.
BOX
USE 5- SOIL PIPE
420 Hawthorne Lane
Charlotte, NC 28204
F❑R EXTENSIONS
ELECTRICAL ENGINEER:
K.M. Armstrong
TAMPED
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BACKFIL.L.'.,
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
WATER ALV
STRUCTURAL ENGINEER:
0 Oc
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MAIN
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TAMPED
D.I, PIPE GASKET
BACKFILL--
C-650
NOTES:
5 1/2-5 5/8'
1) VALVE BOX NOT TO CONTACT WATER MAIN
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2) ALL TRAFFIC CASTINGS MUST BE :LASS 35 OR
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3) FOR ANY VALVES OVER 10' DEEP, VALVE STEM
030523
EXTENSION MUST BE USED TO BRIIG TO A DEPTH
ING
OF NO MORE THAN 5'.
0
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4) TOTAL VALVE BOX WEIGHT: MINIMUM OF 85 LBS.
STANDARD VALVE
/BOTTOM SECTION
BOX
)K SEE VE,iT DETAIL
VENT OPENING TO BE 2 FOOT ABOVE — I
—HUNDRED YEAR FLOOD ELEVATION— L_VENT ❑PEI`,7NG TO
SEAL AROUND BE SCREENED
CAM-LOK VENT PIPE 4" "HC7 DIPPED"
WATER TIGHT MANHOLE THROUGH MANHOLE GALV. PIPE
FRAME AND COVER FACTORY CAST II1,,PLACE PIPE
FLANGE 12' ABOVE MH TOP
PROPOSED
12' PRE-CAST TOP SLAB ­'�..
_* : WALL COLLAR GRADE
WALL COLLAR
SLOPE FINISHED GRADE MANHOLE TO
AWAY FROM MANHOLE HAVE CAST IN
ALL SIDES, RISER OPPOSITE
STEPS TO
ACCOMODATE
FLANGE
4" 'HOT DIPPED-
GALVANIZED PIPE,
7
GASKET
rT�HYFE
THYFE
0
STAINLES S
VENT DETAIL STEEL BCLTS
)K OTHER ACCEPTABLE
COVERS
41:
4
NOTES: \9' STONE
1. VENT MUST BE FACTORY WELDED CITY OF RALEIGH
FABRICATED AND "HOT DIPPED"
GALVANIZED. DEPARTMENT OF PUBLIC UTILITIES
2. MANHOLE NUMBER NEEDS TO STANDARD SEAL TIGHT MANHOLE
COINCIDE WITH VENT NUMBER WITH VENTED STACK
IDWG, NO. REVISIONS IDATE I REVISIONS I DATE
S-24 Yf,A. 112-31-911 RRH 13-30-1
D.W.C. 16-7-991 A.B.B. 14-15-04
PROPERTY MINIMUM 36' HORIZONTAL CLEARANCE
LINE / FROM ANY OBJECT.
/BE FIRE HYDRANT, PUMPER NOZZLE TO
POINTED TOWARDS FIRE TRUCK ACCESS.
TRAFFIC FLANGE BETWEEN
2' 6' ABOVE GRADE
5' 7+ T-13" -
I K CURB AND GUTTER
SIDEWALK
>/
VALVE BO
(TAMPED IN 6' LIFTS)
%
6' MIN. BRANCH PIPE
RESTRAINING GLANDS
MUNN, \\\v-
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l'-3'x l'-3'x 4' THICK L
7 CU. FT, CRUSHED
STONE MIN.
A
CAST DATE
lu
SECTION VIEW
ENW1
BOTTOM VIEW
Note 1 - "Water" Lettering must be V Raised (Recessed
Flush)
Note 2 - Valve Cover shall be domestically cast.
Note 3 - Cover must have a minimum weight of 25
pounds.
Note 4 - Cover must be class 35 or greater.
Note 5 - Cover must meet or exceed AASHTO H-20
load requirements.
N7
4.
o n 0
CE
DE I N U
3000 P,S,I, CONCRETE
TYPI ENCASEMENT
ADJUST FLUSH PLAN
STANDARD MANHOLE
NEW ASHPHALT\\ FRAME AND COVER
2"
4'
EXIST. A.B.C,
STANDARD
MANHOLE COMPACTED
BACKFILL
% TOTAL
CHIMNEY NOT
TO EXCEED 12'
/,PRECAST CONCRETE SPACER SECTION
(D❑NUT RINGS)
IN TRAFFIC AREAS
ONLY, DONUT RINGS NOT
ALLOWED IN EASEMENTS, CITY OF RALEIGH
NOTE: CONCRETE COLLAR SHALL DEPARTMENT OF PUBLIC UTILITIES
EXTEND 2" BELOW TOP OF PRECAST
CONE STANDARD MANHOLE FRAME AND COVER
DETAIL WITHIN PAVED SURFACES
DWG, NO, REVISIONS DATE REVISIONS I DATE
S-29 RRH Y,C,A, t2-31-911 ABB 19-2
MINIMUM ENCLOSURE
(INSIDE DIMENSIONS)
4'
4' 9' x 7' 2'
6.
5' 0' x 8' 2'
8'
5' 2' x 9' 7'
10'
5' 5' x 11' 6'
METER APPROPRIATE BACKFLOW
ASSEMBLY PREVENTION
ASSEMBLY
(ABOVE GROUND ONLY)
DOMESTIC LINE APPROPRIATE FIRE LINE
BACKFLOW PRE, ASSEM,
,Z(ABOVE GROUND ONLY)
FIRE LINE
MAIN
FIRE DEPARTMENT CON-
METER NECTION IF APPLICABLE
ASSEMBLY
IRRIGATION LINE REDUCED PRESURE
ASSEMBLY
(ABOVE GROUND ONLY)
L SERVICE TAPS FOR 2' AND SMALLER DOMESTIC SERVICES
MAY BE BY CORPORATION COCKS, LARGER SERVICES WILL
REQUIRE A TEE AND GATE VALVE OR TAPPING SLEEVE AND
VALVE ASSEMBLY AND 900 BEND.
2, DOMESTIC SERVICE TAPS SHALL BE ALLOWED ONLY ON
6' DR LARGER FIRE LINES BEFORE THE BACKFLOW ASSEMBLY.
3. ONE DOMESTIC TAP PER FIRE LINE ON STREET SIDE OF BACKFLOW,
4, FIRE LINE SHALL HAVE A FIRE HYDRANT DR BLOW OFF ASSEMBLY
AT ITS END TO FACILITATE FLUSHING WHEN NEEDED,
5, ALL PRIVATE DISTRIBUTION SYSTEMS SHALL HAVE A
MINIMUM OF A DCA (FOR FIRE HYDRANTS A DCDA IS NEEDED),
6. ALL SERVICE CONNECTIONS SHALL HAVE A PRIVATE SERVICE GATE VALVE
INSTALED BEFORE BACKFLOW ASSEMBLIES AND AFTER THE METER,
4.001111
STANDARD 4" BRONZE CLEANOUT PLUG
CLEANOUT FERRULE WITH PLUG
STYLES ACCEPTED
INVERTED NUT
RAISED NUT
bi
NOTES:
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616-9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704-918-7546 Tel.
DESIGNER:
_J
0
704-819-0586 Tel.
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY,
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704-332-1204 Tel.
704-332-1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
M& H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
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MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
2, BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
2:
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SEAL
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HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL
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JOINT RETSTRAINING SYSTEM..
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RESTRAINING GLANDS IN LIEU OF RODDING
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOVE.
. ..... ............. .
GROUND LINE
INDICATED, IS FOR GENERAL REFERENCE ONLY.
2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS
Checked HN
Date APRIL 19, 2010
<
1
9-22-10
SHALL BE PAINTED RED W/SILVER OPERATING NUTS.
C❑NC, THRUST
COMMENTS..
2
—
10 -19 -10
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/
3
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
OR ANY OTHER WORK CHANGES THE GRADE OF
PER C.O.R. 4TH REVIEW COMMENTS
2 1" NOZZLES W/
SILVER SONNETS AND OPERATING NUTS.
THE FIRE HYDRANT, THE PERSON RESPONSIBLE
2
NATIONAL STANDARD
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE,
Project Number DPR 10003
/> THREADS
PAINTED SAFETY YELLOW WISILVER CAPS AND OPERATING NUTS.
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER
Sheet
C-9
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CL 1- 0
THAN 12" SHALL BE PAINTED BLACK.
MAIN
13
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CITY OF RALEIGH
6TRA NING
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DEPARTMENT OF PUBLIC UTILITIES
RALEIGH CHANGES TO
LLJ
NAIIONALSTANDARD
. ............... ... THREADS
RALEIGH, KNIGHTDALE, ZEBUL❑N, GARNER
DEPARTMENT OF PUBLIC UTILITIES
sTORZNOZZLES oR
WAKE FOREST, & R❑LESVILLE
STANDARD FIRE HYDRANT
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TOWNS'§ yff6­­*
.. . ... .. . . ................. -
STANDARD FIRE HYDRANT WITH
\-UNDISTURBED EARTH.
INSTALLATION DETAIL
U_
5/1 STORZ PUMPER NOZZLE
IDWG, NO.1REVISIONS IDATE IREVISIONS I DATE
_�/1_
12
2
DWG, NO, REVISIONS DATE REVISI ❑NS DATE
14-6-04
ABB I PAP 7/09
W-4
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CARRIER PIPE
3/8" STEEL PLATE, TYP
3/8"x4" STEEL
PLATE, TYP
9/8" A325 BOLT
CASING PIPE
3/1 4
1" RAD ON ALL CORNERS
NOTE:
1) USE A MINIMUM OF TWO SPIDERS PER PIPE JOINT ONE
FOURTH OF THE PIPE JOINT LENGTH IN FROM BOTH THE BELL
AND SPIGOT ENDS.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
PIPE ALIGNMENT GUIDE
WGND,IREVISIONS IDATE IREVISIONS IDATE
S-39
�_ RRH 13:-31-00 1
I A.B.B, 14-16-04 1
NEW ASPHALT SURFACE COURSE
EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT
o o%? °E%0
EXISTING
SUBGRADE
UNDISTURBED SOIL
COMPACTED FILL
IN 6' LIFTS
PIPE
REFER ,
TO S-4
NOTES1 & S-5
1, The pavement cut shall/ be defined by a straight edge
and cut with an approved sawcut machine.
2, The trench sulogracle naterial shall be loackfiLled
with suitable material and compacted to a density
of at least 95% of that obtained by compacting a
sample of the materlQ( in accordance with AASHTO
T-99 as modified by NCDOT,
1 The flnal. I' of fitt sha[ti, consist of ABC
material, compacted to a density equal to 100%
of that obtained by compacting a sample of the
material in accordance with AASHTO T-80 as
modified by NCDOT.
4. The entire thickness and vertical edge of cut
shelt be tacked,
5. The same depth of pavement material which exists
shelt be reinstalled, but In no case shot(
the asphalt be less than 2' thick.
6. The asphalt pavement naterlat shalt be instatLed
and compacted thoroughty with a smooth drum roller
to achieve a smooth level patch.
7. Refer to City of Rateloglin, standards for
trenches and pipe bedd7ng ( S-4 & S-5
for additional. details, CITY OF RALEIGH
8. No hand patching allowed.
9. Pavement cuts within NCDOT ROW DEPARTMENT OF PUBLIC UTILITIES
shall conform to the approved orR site
encroachment permit. STANDARD ASPHALT
PAVEMENT PATCH DETAIL
IDWG, NO,IREVISIONS DATE REVISIONS I
I S-3 D I
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION' SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING
landscape architecture
planning
civil engineering
OWNER:
NOTES:
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616-9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704-918-7546 Tel.
DESIGNER:
5" STORZ NOZZLE
Address
Address
704-819-0586 Tel.
1. FIRE HYDRANT SHALL BE AS MANUFACTURED: MUELLER, AMERICAN DARLING, KENNEDY,
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704-332-1204 Tel.
704-332-1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
M& H, WATEROUS, CLOW, EAST JORDAN IRON WORKS, OR US PIPE.
1111 The Plaza
Charlotte, NC 28205
704-336-1776 Tel.
704-364-8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
2, BRANCH PIPE SHALL BE DUCTILE IRON AWWA C150-96.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704-98�Y-9114 Tel
3. 6" GATE VALVE SHALL BE AWWA C500-86 OPEN LEFT.
.0�1 C k R 0 Z
.........
S S / C'...
C-650
4. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL POSTION.
.0 Oe
% ci-
R
......... C NN
Nx
CARP
5. IF THE LENGTH FROM THE VALVE TO THE HYDRANT EXCEEDS 20FT, THEN THE
SEAL
030523
ING
HYDRANT BRANCH SHALL BE RESTRAINED FOR THE ENTIRE LENGTH WITH A MECHANICAL
o
Q0
0)
PAVEMENT
JOINT RETSTRAINING SYSTEM..
NOTES:
U
6. FIRE HYDRANTS TO BE LOCATED IN ROW OR 2 FOOT EASEMENT ADJACENT TO ROW.
c—
Z
< ct�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
1. RALEIGH PUBLIC HYDRANTS SHALL BE PAINTED SOLID RED.
6' �FjATE VALVE
RESTRAINING GLANDS IN LIEU OF RODDING
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOVE.
. ..... ............. .
GROUND LINE
INDICATED, IS FOR GENERAL REFERENCE ONLY.
2. KNIGHTDALE, & ROLESVILLE PUBLIC HYDRANTS
Checked HN
Date APRIL 19, 2010
Revisions:
1
9-22-10
SHALL BE PAINTED RED W/SILVER OPERATING NUTS.
C❑NC, THRUST
COMMENTS..
2
—
10 -19 -10
3. ZEBULON PUBLIC HYDRANTS SHALL BE PAINTED RED W/
3
ANYTIME SITE WORK, CONSTRUCTION, ROAD WORK,
OR ANY OTHER WORK CHANGES THE GRADE OF
PER C.O.R. 4TH REVIEW COMMENTS
2 1" NOZZLES W/
SILVER SONNETS AND OPERATING NUTS.
THE FIRE HYDRANT, THE PERSON RESPONSIBLE
2
NATIONAL STANDARD
4. WAKE FOREST AND GARNER PUBLIC AND PRIVATE HYDRANTS TO BE
FOR THE WORK IS RESPONSIBLE FOR ADJUSTING
THE FIRE HYDRANT TO STAY WITHIN COMPLIANCE,
Project Number DPR 10003
/> THREADS
PAINTED SAFETY YELLOW WISILVER CAPS AND OPERATING NUTS.
5. OPERATING NUTS ON HYDRANTS CONNECTED TO PUBLIC MAINS LARGER
Sheet
C-9
SHEET 10 OF 10 TOTAL
THAN 12" SHALL BE PAINTED BLACK.
MAIN
CITY OF RALEIGH
6TRA NING
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH CHANGES TO
CITY OF RALEIGH
NAIIONALSTANDARD
. ............... ... THREADS
RALEIGH, KNIGHTDALE, ZEBUL❑N, GARNER
DEPARTMENT OF PUBLIC UTILITIES
sTORZNOZZLES oR
WAKE FOREST, & R❑LESVILLE
STANDARD FIRE HYDRANT
TOWNS'§ yff6­­*
.. . ... .. . . ................. -
STANDARD FIRE HYDRANT WITH
\-UNDISTURBED EARTH.
INSTALLATION DETAIL
.0 1
5/1 STORZ PUMPER NOZZLE
IDWG, NO.1REVISIONS IDATE IREVISIONS I DATE
_�/1_
12
2
DWG, NO, REVISIONS DATE REVISI ❑NS DATE
14-6-04
ABB I PAP 7/09
W-4
1 7-21-C
W-5
DHL 1 2/14/08 1
RRH 13-31-001 DHL 2-18-(
NEW ASPHALT SURFACE COURSE
EXISTING PAVEMENT 2' MINIMUM EXISTING PAVEMENT
o o%? °E%0
EXISTING
SUBGRADE
UNDISTURBED SOIL
COMPACTED FILL
IN 6' LIFTS
PIPE
REFER ,
TO S-4
NOTES1 & S-5
1, The pavement cut shall/ be defined by a straight edge
and cut with an approved sawcut machine.
2, The trench sulogracle naterial shall be loackfiLled
with suitable material and compacted to a density
of at least 95% of that obtained by compacting a
sample of the materlQ( in accordance with AASHTO
T-99 as modified by NCDOT,
1 The flnal. I' of fitt sha[ti, consist of ABC
material, compacted to a density equal to 100%
of that obtained by compacting a sample of the
material in accordance with AASHTO T-80 as
modified by NCDOT.
4. The entire thickness and vertical edge of cut
shelt be tacked,
5. The same depth of pavement material which exists
shelt be reinstalled, but In no case shot(
the asphalt be less than 2' thick.
6. The asphalt pavement naterlat shalt be instatLed
and compacted thoroughty with a smooth drum roller
to achieve a smooth level patch.
7. Refer to City of Rateloglin, standards for
trenches and pipe bedd7ng ( S-4 & S-5
for additional. details, CITY OF RALEIGH
8. No hand patching allowed.
9. Pavement cuts within NCDOT ROW DEPARTMENT OF PUBLIC UTILITIES
shall conform to the approved orR site
encroachment permit. STANDARD ASPHALT
PAVEMENT PATCH DETAIL
IDWG, NO,IREVISIONS DATE REVISIONS I
I S-3 D I
CITY OF RALEIGH
ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH ALL LOCAL,
STATE, AND FEDERAL RULES AND REGULATIONS.
TRANSPORTATION' SERVICES
PUBLIC UTILITIES
STORM WATER
PLANNING
landscape architecture
planning
civil engineering
OWNER:
Phat Tich
Van Hanh
North Carolina Buddhist Association
4229 Forestville Rd.
Raleigh, NC 27616-9620
ARCHITECT:
ASP Consulting PLLC
2009 Davis Road
Davidson NC 28036
704-918-7546 Tel.
DESIGNER:
Mr. Binh Nguyen
Address
Address
704-819-0586 Tel.
CIVIL ENGINEER:
DPR Associates, Inc.
420 Hawthorne Lane
Charlotte, NC 28204
704-332-1204 Tel.
704-332-1210 Fax.
ELECTRICAL ENGINEER:
K.M. Armstrong
Associates, Inc.
1111 The Plaza
Charlotte, NC 28205
704-336-1776 Tel.
704-364-8377 Fax.
MECHANICAL & PLUMBING ENGINEER:
Schultz Engineering Group
212 North McDowell Street, Suite 204
Charlotte, NC 28204
704-334-7363 Tel
704-347-0093 Fax.
STRUCTURAL ENGINEER:
Fitzpatrick Engineering
Group PLLC
19520 West Catawba Ave, Suite 311
Cornelius NC 28031
704-98�Y-9114 Tel
704-987-9938 Fax.
.0�1 C k R 0 Z
.........
S S / C'...
C-650
.0 Oe
% ci-
R
......... C NN
Nx
CARP
SEAL
030523
ING
III
o
Q0
0)
C-0
U
c—
Z
< ct�
PROPRIETARY AND PRIVATE INFORMATION THESE
DOCUMENTS SHALL NOT BE DISCLOSED
DUPLICATED, OR USED IN WHOLE OR PART,
CONNECTION P RPOSE OTHER THAN IN
CONNECTION WITH Et PROJECT UNDER WHICH
IT WAS PROVIDED OR DEVELOPED WITHOUT
THE EXPRESSED WRITTEN PERMISSION OF
THE OWNER/MANAGER OF THE FACILITY
NAMED ABOVE.
. ..... ............. .
THIS DRAWING IS NOT TO BE SCALED FOR
CONSTRUCTION PURPOSES. THE SCALE WHEN
INDICATED, IS FOR GENERAL REFERENCE ONLY.
Drawn HN
Checked HN
Date APRIL 19, 2010
Revisions:
1
9-22-10
SHEET ADDED PER C.O.R. 1ST REV'N
COMMENTS..
2
—
10 -19 -10
PER C.O.R. 2ND REVIEW COMMENTS
3
6-14-12
PER C.O.R. 4TH REVIEW COMMENTS
Project Number DPR 10003
'Title
UTILITY DETAILS
Sheet
C-9
SHEET 10 OF 10 TOTAL