HomeMy WebLinkAboutSW7021008_APPROVED PLANS_20021223STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW 70a I/9D�
DOC TYPE
❑ CURRENT PERMIT
9 APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
allwaZOa43
YYYYMMDD
I I -DOA l tI I �l�m1l �W VD
NOW OR FORMERLY
GODWIN PROPERTY
D.B. 62, PAGE 659
ZONED: HC
+/- 683.85' TO C/L
W - OF US HIGHWAY 158
NOW OR FORMERLY
WATERMARK
D.B. 89, PAGE 112
ZONED: HC
EXISTING WOODS LINE
EXISTING DITCH / SWALE
PROPOSED DITCH / SWALE
- -
TOP OF BANK
o
PROPOSED FENCE
CLEARING LIMITS / SILT FENCE
223
UTILITY POLE
EXISTING GRAVEL
PROPOSED CONCRETE
PROPOSED ASPHALT
SITE DATA:
1. OWNER/DEVELOP,-
NORTHEASTERN COMMUNITY DEVELOPMENT CORP.
PO BOX 367
CAMDEN, NC 27921
(252) 338 5466
2. PARCEL ZONED: HC
3. AREA OF SITE: 1.65 AC.
4. THIS SITE IS LOCATED IN FLOOD ZONE A4
(ELEV. 6) ACCORDING TO FEMA MAP
370042 0185 B, DATED AUGUST 5, 1985.
5. PARKING: PROVIDED 31 SPACES (INCLUDING 2 HANDICAP)
REQUIRED PER ORDINANCE 33 SPACES BASED ON 1 SPACE
PER EMPLOYEE AND 1 SPACE PER 400 SF OF BUILDING AREA.
6. FENCED PLAYGROUND AREA: 11,508 SF.
7. SHADING: REQUIRED 4,637 SF., PROVIDED 5,040 SF.
8. BOUNDARY INFORMATION WAS TAKEN FROM A MAP
PREPARED BY HYMAN & ROBEY DATED MAY 21.2002,
9. OWNER WILL COORDINATE WITH DOMINION - NC POWER TO
RELOCATE ELECTRICAL POLE.
NOW OR FORMERLY
HAROLD PROPERTY
D.B. 88, PAGE 424
ZONED: HC
60' X 60' EASEMENTf
D.B. 88, PAGE 424�=""---;
NOW OR FORMERLY
NORTHEASTERN CDC
ZONED: HC
\o" 19
ao-
NOW OR FORMERLY
ALBEMARLE HOSPITAL,
MENTAL HEALTH
AND CAMDEN COUNTY
ZONED: HC
SITE: [Zs
\ CID
ir
\ 404
� � ttttttitrrrrr+,++i
i \ NOW OR FORMERLY
4-0-4 COMBS ESTATES `� ;,�.....
t - _ M�ETLAt4Ds UN _ ZONED: HC �v�•O�P •.� ,•mp
z � W
NTS t
CLEARING LIMITS - SILT FENCE `s ON .., •• Gil
SETBACK t d`,,
------ 5,� —------- ••--•
ON cw-
20'R
{
5'R ! 1 { fG I olm
Ld
ski
70.05' + h
s �W
25'R o
///
�.tE4,gT con"MISSJON
OF WATER QUALITY
r 200 -0.
GRAPHIC SCALE
zo 40
( IN FEET )
I inch = 20 ft.
co m
w G1
.-I
1
a
Z O
^,
q
Iq cq
4d
tw
0
to o w
m
4oa -v
00
ov
a.o
U1 O
:: q
�I
to
z �.
lv
A
r
� .,
4 0,2vW
93
r--�
O
F+
U
P W..0
m�
A.
E
C ay
b
v2
N0Eo-
oW
5dall:
i✓I
�itiL/
a
tii/
cd
Q
�cid
�
u
�
cd
Q
�
nz
o
�
a
�
o
Cd
o
�
o
o
u
2001510A
ISSUED: 10-01-2002
DWG BY: RKC
CKD BY: KDH
REVISIONS
SHEET NO.
1
1 of 3
'yf [ i 'T
f r
i r
.1 * i II { �'yi, I. .I.• .!. !. !S',. 15.�' r Ii I, 1i7� rs-.1.'r- if i•r Lt .. �! 'i �� ���I�I L.}.� ��r ;',
0
NOW OR FORMERLY
GODWIN PROPERTY
D.B. 62, PAGE 659
ZONED: HC
+/- 683.85' TO CA
OF US HIGHWAY 158
NOW OR FORMERLY
WATERMARK
D.S. 89, PAGE 112
ZONED: HC
EXISTING WOODS LINE
EXISTING DITCH / SWALE
PROPOSED DITCH / SWALE
- -
TOP OF BANK
Q
PROPOSED FENCE
-
CLEARING LIMITS / SILT FENCE
`Qb
UTILITY POLE
EXISTING GRAVEL
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED TREE
__ ._.._ ..
EXISTING CONTOUR
PROPOSED CONTOUR
70
DRAINAGE FLOW DIRECTION
x 4.69
EXISTING GRADE
7.65-,\v
PROPOSED GRADE
RIP RAP
SITE DATA:
1. OWNER/DEVELOP:
NORTHEASTERN COMMUNITY DEVELOPMENT CORP.
PO BOX 367
CAMDEN, NC 27921
(252) 338 5466
2. PARCEL ZONED: HC
3, AREA OF SITE: 1.65 AC.
4. THIS SITE IS LOCATED IN FLOOD ZONE A4
(ELEV. 6) ACCORDING TO FEMA MAP
370042 0185 B, DATED AUGUST 5, 1985.
5. DISTURBED AREA: 1.64 AC,
6. IMPERVIOUS AREA:
BUILDING 7200 SF = 9.98%
ASPHALT 23181 SF = 32.14%
CONCRETE 1291 SF = 1.79%
OPEN SPACE 40450 SF = 56.Q97,
TOTAL 72122 SF = 100%
7, BOUNDARY INFORMATION WAS TAKEN FROM A MAP
PREPARED BY HYMAN & ROB>_Y DATED MAY 21,2002.
NOW OR FORMERLY
HAROLD PROPERTY
D.B. 88, PAGE 424
ZONED: HC
NOW OR FORMERLY
NORTHEASTERN CDC
ZONED: HC
CO
�C 6:68
x 7.26 I
1
6;7914.97
Z
Q
m
O
+✓ i � I
( x 6.64
l
( a x 6.25
1 �
SEPTIC FIELD AREA / PLAYGROUND
(CATION
DING 3
x 6 7 7.O
7 I x6.28
x 6.63
;z 6.7E-� 7 -
O RELOCATE EXISTING SWALE
TO PROPERTY LINE
95 / - -x5
8.22
t SIP
f -..' S 6'49"W ��
141.42'
7.65L. kl , �7 , x 4 6'55
k o x g'$'� x 6.86 �
x 7.95 `
T
/ 5.�5 �� SWALE Ii
* s � 6 -' 6.36 \ 9�
`K6.500
7.06 \ 6.67 7'op
\
LLJ
�3 °px 7.0 NOW OR F(�r�titLY
K w x6. 6 °��' �61 - ALBEMARLE HOSPITAL,
pti MENTAL HEALTH
AND CAMDEN COUNTY
LliOQ`i.0 -ZONED: HC- _
x 7.04
0
x 7.11
6. 9. 6178
I7
\ �O� S43y�43ti
\ SITE: _
` w x 1.37 4 QQ
•' - - x .. x 1.55
NOW OR FORMERLY `h
\ 404 NDs x 2-38 COMBS ESTATES
_ - WETLA NE - ZONED: HC
- - V/CINITYII AP
__ _
J\
I28 x 6-06
ikkt 5.56
6.27,
x 7.05
x 7.11
A: CONTRACTOR SHALL PROVIDE PERMANENT
RIP -RAP AS NECESSARY DURING CONSTRUCTION
OR AFTER PAVING TO PROVIDE PROTECTION
FROM WASHOUTS.
B: FINISH GRADING ABOVE THE SEPTIC FIELD SHALL
BE PERFORMED USIND TRACK EQUIPMENT. DO NOT
OPERATE RUBBER TIRE EQUIPMENT OVER CHAMBERS.
C: IN THE PLAYGROUND AREA AND ANY AREA WITHIN 50' OF
BUILDING, 3"-4" OF TOPSOIL OR SIFTED SOIL FREE
OF ALL ROOTS & DEBRIS SHALL BE PROVIDED.
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
I inch = 20 ft.
80
$ S, 0
co L'7
LQ �
4�
mLo
co
a
� o
0 CQ ►C]
Cq
v
ti
s~
o
I~
rn
m
v
abe
O
'
�
�
!
w
La
a
he
ol
0
0
tml
V
C)
t••F
02
•' i
4,0
CD
Q iry
'C P-4
w V
El
-0
o
U
cid
cd•V.y
�
Q
n
�
o
�
v
�
�1I
z
2001510900
ISSUED: 10-01-2002
DWG BY: RKC
CKD BY: KDH
REVISIONS
SHEET NO.
C-2 OF 3
II 11 1 4 . }`. I• 1 '� .I �1 ,1, ' 1 S 4' { f -,1 11
�,�'i I' � I �1 '�`1 +� 'S•£ f �I, :�.s •. : ' �I� 1 111' li ��. ,I j'� r.!S Ir,S 1�. 5� .�4 �I lf'�..
y....�.* �� , � f � I�, (. .. 't' , .fl yyr � � '1 ,!';. •�� 1 1 •I dill}!'
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED, CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
SEEDBED PREPARATION
MEASURES PRIOR DISTURBING INCLUDING
CONTRCLEARING
•SHALL CONTI UE DUR NWI G THE CONSTRUCTI
ON AND SHALL CONTINUE NTH THE
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED_ UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
4"
=.` ��P. •• ,. Y�:�
0 �� •••b� t�fl
= ---I to
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
2" RID.
Q . Q to
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
REGULATIONS CONCERNING EROSION
a 00 ?'
THE SOIL IS FROZEN OR EXTREMELY WET.
AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
v-'
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL
OFF SITE SEDIMENTATION.
LIMESTONE, FERTILIZER, AND SEED
INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
6".......�•
S�'�.`�
3. CUT NEW SWALES AND DITCHES AND CONSTRUCT INFILTRATION BASIN.
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
FERTILIZER
h
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
PREPARATION. LIMESTONE AND MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
EROSION CONTROL MEASURES
2" 1-2 ASPHALT
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
18"0
5. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
NTS
0 0 0
0 Q Q Q 6" ABC STONE BASE
TO COVER THE SEED WITH A LAYER OF SOIL.
6. SEED THE DISTURBED AREAS IN SUCH A MANNER THAT NO AREA WILL
REMAIN DENUDED FOR MORE THAN 30 DAYS.
MULCHING
7. REMOVE SEDIMENT FROM INFILTRATION BASIN AND RESTORE TO DESIGN DEPTHS.
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
i a �
6. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
SEED MIXTURE RATE OPTIMUM PLANTING DATES
AND REPAIR AS NECESSARY.
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
6"
O ti
� � N
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE
U
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
MAINTENANCE
1. KENTUCKY 31 FESCUE 5 #/1000 SF MAR. 15 - MAY 1
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
AUG. 15 - OCT. 15
CURB DETAIL
{,
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
NTS
o~,
(HULLED)
CONSTRUCTION SEQUENCING
"'S
SEEDING & MULCHING-
3. PEARL MILLET 2 #/1000 SF MAY 1 - OCT. 1
I -�
W`
NTS
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
N
SEEDING SCHEDULE
CO �7
to to b o
NTS
CO o
^^''
`Q cq M �Q
MAX
STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
BE INSTALLED AT REQUIRED HEIGHT AND
DIMENSIONAL RELATIONSHIP TP
PARKING RAISED TO BE O PARKING STALL.
�C) A,rO
[ �T �
LEVEL WITH SIDEWALK
� �
4 � ,,� •�
0
HANDICAPPED PARKING STALL
j
cd
Q
MAX. HEIGHT
r.,
°pQ m
18"
A. NCDOT #5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
-EDGE OF SIDEWALK
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
AS DIM'D.
(,I U am. S.
C
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
SITENPLAN
Q �L
aO°s 0 ° 1~
m Q °)
'm
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
L PARKING STALL PAVEMENT MARKINGS (TYP.)
i•t �I 0
O
LENGTH AS NECESSARY
TO INSURE STABLE INSTALLATION
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
STANDARD HANDICAPPED SYMBOL
5.0 FT. WHEELCHAIR ACCESS AISLE
� W 40�
4j eZi r- w Cam" -
rA A •5
I m W
rn .a m
cq
0 (p
TOP WIDTH VARIES
c.
PLAN VIEW OF PARKING STALL(S)
$ue.
+j r�•1
U! 1.40
O
\O� FILTER FABRIC
�
BACKFILL MINIMUM 14 � �i,'`f 2" X 4"
Posr
Fzp��SQ Fj
4) �
=1.
,b r-I w m
a" GRAVEL OR ;}
COMPACTED SAIL i �': 1
�G ;:;- '�iN�
':�:'�'+-� M
RESERVED
C\t F W �' 94
EXISTING GROUND - - - - - - - - - - - - - - - - - - - -
�C��
ono , . :; ;. U�
PARKING
�
DEPTH
CPI+...+.+.+•+,.•.
1. FILTER FABRIC SHALL BE EXTRA STRENGTH FABRIC jii ?;' .
CAPABLE OF MEETING 50LB/LIN. INCH.
+:;:+;+;+•+':'+•-.
-
VARIES
2. FABRIC SHALL HAVE A SLURRY FLOW RATE OF
+'� <••"
0.3 GAL/SQFT/MIN.
C C;
GRADE POINT
3. STAPLE OR WIRE THE FABRIC DIRECTLY TO THE POSTS. �\
4. EXCAVATE A TRENCH APPROX. 6" WIDE AND S" DEEP
�
_--BOTTOM EDGE OF SIGN
MAXIMUM
ALONG THE PROPOSED LINE OF POSTS UPSLOPE
PENALTY
TYPICAL DITCH OR SWALE
OFTHE SILT FENCE AND BURY THE BOTTOM EDGE OF THE ;
FILTER FABRIC. BACKFILL THE TRENCH WITH COMPACTED "V" TRENCH
$250
`
2O-37.6 CLEARANCE:
NTS
EARTH OR GRAVEL.
60" OUTSIDE OF PEDESTRIAN AREAS
5. INSPECT SEDIMENT FENCES WEEKLY AND AFTER EACH RAINFALL UNDISTURBED SOIL
REMOVE SEDIMENT DEPOSITS AS NECESSARY
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A.
4-4
TO PROVIDE
STANDARD HANDICAPPED PARKING SIGN
ADEQUATE STORAGE FOR THE NEXT RAIN.
(W/ STANDARD HANDICAPPED SYMBOL)
6. REMOVE FENCING AS THE DRAINAGE AREA IS STABILIZED.
NTS
�l
SILT FENCE DETAIL
HANDICAPPED PARKING, WALKWAY
° U
& RELATED DETAILS
NTS
NTS
a)
o
;-4
U
#9 GUAGE COPPER BEARING
STEEL WIRE FORMING CONTINUOS
LEADER SHOULD NOT
B
CLASS "B" EROSION CONTROL STONE
A
� u
FABRIC WITH 2" MESH
2r O.D. STEEL PIPE TO RAIL
WITH #6 GUAGE TIE WIRE 24" 3" O.D. STEEL PIPE WITH AS11N
DE O.D. STEEL PIPE WITH ASTM ON CENTER
DESIGNATION A--120 DESIGNATION A-120
BE CUT OF DAMAGED
EX. GRADE = f5.00
CLASS "B" EROSION CONTROL STONE EX. GRADE _ �5.00 8' 3
r-I
^�
- -
PRUNE AS PER �^
HORTICULTURAL
TOP OF WEIR ELEV.= 4.50 \ \
\ \ \
�.y 1�-�
PRACTICES r�
�-
♦ /�//i\��\/
\ \ \ \ \ \ \ \ \ \ \
\ \ \\\\\\\\\\ \\\\\\\\\ \\ \
rtil
O
RACE RAIL WITH #6 GUAGE o
TIE WIRE 24" ON CENTER a-
��
3 \ /\\/\\�\\�/f\/
1 f \
\\\\/\\/\\/\\�\\/ A
BASIN BOTTOM \\
0 5,
(ELEV.=3.00)//�\/�%/`�\���/�\'/�\`/\\�,`\��'
c
a
►-
-� TWO - PLY
PREPARED �' REINFORCED
PLANTING SOIL
\//\/I�I \`/\\/�
/�\/�\/\ \\ •�
0
Z
�1- RUBBER HOSE
OR
�?
J
--� GALVANIZED
AT 12C INTERVALS
SECTION A -A
B SECTION B-B
Q
Q u
MOD STAKE J TURN DOWN
TOP 1/3 OF
EARTH WEIR
BURLAP
NTS
3" MULCH LAYER
ORIGINAL GRADE
DIAMETER
' I I \ r \/' \ \ I "=
EARTHSAUCER
L
j. #7 GUAGE TENSION WIRE
2001510A
I I, 2'-3" MIN. " E'
3/8 TIE ROD WITH TURNBUCKLE
3' MIN.MAX
\ \\ \\ \ ' \\ \\
\ \ \ \/\ \
3' Q
PARKING LOT ELEV. = 6.50t
ISSUED: 10-01-2002
8"
CONCRETE FOOTING
rn r
12„
'
f
BERM ELEV. = 5.00
.STORAGE ELEV. = 4.50 - - - d r
DWG BY: RKC
BOTTOM ELEV. = 3.00
REVISIONS
3" MN.��\��\��\��r.titi-_.\�j;�j\�/
10' MAX
..a=ti - .,�f ,� ; r .c��\`/�\`�
�\ �
j\
SHEET
CHAIN LINK FENCE
NO.
NTS
TREE PLANTING DETAIL
TAMPED SETTING BED
NTS
INFILTRATION BASIN SECTION
C-3
NTS
3 OF 3