SW8991201_APPROVED PLANS_20141210

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C�g1201
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20\4 alo
YYYYMMDD

Site
VICINITY MAP
NITS
NOTE: 1.
SEWER GUARDS REQUIRED AT ALL MANHOLES.
STAINLESS STEEL SEWER GUARDS REQUIRED
AT
MANHOLES LOCATED IN TRAFFIC AREAS.
'2.
10' UTILITY EASEMENT PROVIDED ALONG
THE
FRONTAGE OF ALL LOTS.
3.
SERVICES SHALL BE PERPENDICULAR TO
MAIN
AND TERMINATE AT RIGHT OF WAY LINE.
SERVICES
35
IN CUL-DE-SAC ARE REQUIRED TO BE
PERPENDICULAR OR MUST ORIGINATE IN
MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE.
4.
ALL SERVICES TYING INTO DUCTILE IRON
MAINS
SHALL BE CONSTRUCTED OF CLASS 50
D.I.P.
401 PROTECTO CERAMIC LINED.
ASPILLWAY
30
SUMP ` UNDISTURBED
CHANNEL BOTTOM
CROSS SECTION
TEMPORARY SEDIMENT TRAP TABLE
N0.
ACRES
REQ'D PROVIDED
L
I W
I D
1
1 0.02
1 36 1 50
1 5'
1 5'
1 2'
1F SEE PLAN SHEET FOR LOCA
TION
STONE SECTION A -A
NOTES:
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
WILL BE NO LESS THAN TWO FEET.
3. SPILLWAY DEPTH SHALL BE ONE FOOT.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
900 CF OF SEDIMENT STORAGE.
6. DEPTH OF SEDIMENT IN SUMP WILL B CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE GONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPORARY SEDIMENT TRAP DETAIL
NTS
25
RIM=33.00
e' SSLINE
S
I
L
L
NIN=842
.6
V,OUT=17.70
Ni
DI
EXIST. SSMF#
�e
I
R
RIM 32.22
93
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INV. 23.98
NEW INV. 0 u
--Id 25 46 \SS I
35 I
\s I I / �' _z`
S i2, I F�
SS< h LIFT
°=
° S I \ I � '� STATION
I TO SSMH SL�RIM=33.
12" IN=16.75
INV.N=17.43
�2
SSM!INV.OUT=14.72
Nb
5
N1 '22.
EAUTJ I I I f
1+00 2+00
3+00 4+00
5+00
6+00
PROFILE
HORIZ. 1". = 50'
VERT. 1" = 5'
(
LEGENDXISTING
SITE DATA
n�
sF
/ f e
- - - -32- ---
_
TOTAL TRACT AREA
DRAINAGE AREA
3.25 ACRES
2.63 ACRES
I I
/,
pTp
° o
TST NO. 1 I
�h`INV�.83
` 29.63
Ec
EXISTING SPOT ELEVATION
ZONING
0&I/B2
INV2372 w� eps iI
��e
rye.
° EADW
I
.yak
PROPOSED SPOT ELEVATION
BUILDING HEIGHT (BLDG. 1)
BUILDING HEIGHT BLDG. 2 )
15.23'
13.75'
I
I
/
INLET w/INLET PROTECTION
iK
TOTAL BUILDING AEA
20,800 SF
o
INV 24.1
mti SF
rygQ 3N.
° °�
(2) SETS WOO ze
V 23.3 ISUPPORT BEN S 1 e
TOTAL GYM AREA
12,000 SF
I CL 50 DIP 40(f PROTECTO
°
STORMWATER RUNOFF DIRECTION
OFFICES & OTHER
3400 SF 9 SPACES
i
ap0
GYM, POOL AREA
8600 SF 86 SPACES
/ CONCRETE I AREA w I e 0 CHIROPRACTOR OFFICE 1300 SF '
1 DOCTOR (4 SP/DOCTOR) 4 SPACES
\ s ( ) LANDSCAPING w/AREA
Lot 1 / Crystal Richardson / a 3 EMPLOYEES (1 SP/EMP.) 3 SPACES
/ / g° I LIMITS OF DISTURBANCE EATERY 1700 SF
/ D.B. 1831, PG. 0794 / William /& Judy I TEMPORARY SEDIMENT TRAP 69EMPLOYEES (1/SP/22 EMP.) SEATS (1 SP3 SEATS) 1 3 SPACES
3 SPACES
Canady / n/f I 6TSF* M TEMPORARY SILT FENCE OFFICE (BLDG 2) 5,800 SF 15 SPACES
D.B. 1560, PG. 0030 / William & Judy I PARKING SPACES REQUIRED 133 I I I
° PARKING SPACES PROVIDED 133 I I I
! \ / Canady Z9>' ASPHALT AREA 43,670 SF
D.B. 1560, PG. 0030 ° I
� CONCRETE AREA 2929 SF I I I I I
ZONED R15 a z�2t°a LANDSCAPING AREA REQUIRED: 3728 SF 33?a
LANDSCAPING AREA PROVIDED: 3765 SF I >° °o ' It I eIt
\ c/L / EXIST. N.H. CO. ` / a& I \ 10-28-14 STORMWATER REVISION I I I
�N I SSMH NO. 7 o2�oa ADDITIONAL BUILDING 587 SIF oo UT 1 I
- SHEET N0. 3 OF 3 / 5� I n/f DELETED SIDEWALK 587 SF I / �����999ryo S M�
N.H. CO. PROD. N0. 178 _ ) ° to 9,� William & Judy NET CHANGE IN IMPERVIOUS 0 SF / ' VA IES)T I
`DATED 01-07-92 / oP Canady '
S RTM-35 4t gATCH EXISTING ■t / I D.B. 1244 PG. 0490
31.6� ASPHALT GRADE 33.7t
a's_e ZONED 0&I®0. � ' L�
CONSTRUCTION A5
I I
( I l ENTRANCE 8p3e z°n I SO
i�o �oP 36 S INV. 25.8
�y. o I w/20'x1.5'x24" E.D.
/ = _ 34 SDMH N0. 2 T0° \ °� Ll
EIR g --�� RIM 31.5 o°boo°°o° SAWCUT•E STING ASPTZLT. �aE e \ _ o '/
contFe✓ �1t _36�INV. 26.9 ° o o ° z 16 ° to a6°e°- - - / '/ STA �+ 0 1 A
/ r or r - - -. 3J °5e ° RESTORE TO ORIGINAL CONDITIONS. a 9 ` tOf
ssMN ZS 5 30' INV._2 �3 T ba ° SOE 5 90
ISO
RIM=s.73 I ` o' 18" INV. 27.9 OUTTRTJGT 2e_ zaE SOE I RIM 1.5
_ '(SE�ETAIL CO � z° ° sO �� /A INV. �6.86 I
JI J -I- ` �°/ -'3" i -"`.> '•� o _RIM 2. ) ry993 t/sOrx HQ ! Zip_ °'LSOE ° fG '
s / `43- _ - NV*30.0 �e� _ h'/W 0
1 / � 1 / I 31 i ,. _ 0 IN �Poj to rfVe
® CE EXIST. D.I. - I
/ D.I. f O. _- 5.24 / =z 72 RIM 29.95 `''%� )_ _ AS
I RIM /33.01 / p / " 27, Ro` - EXIT STORM MATCH EXISTING 1 / w
�V 2$?S / Tz � � _ � (;�6• RA s.z DRAINAGE- - - - �°52_ _ _ 05° ASPHALT GRAD.: 31.5t Nv.z7.z4
Existing �`� \ a 2 5 FF TO REMAIN - - e ° `DN III
Dwelling Ex. I s �• LOCgTI 50' GRAVELL D -`�� - 3"All
I Drive I \ Tb1 RED\ O�EX T. - CONSTRUCTION nPON. - CONVERT EXIST. U B/H E 0c y+
I�_ OVE CIS_ ,z r III. �i�'A-DRO� IN NCH EXI [. i I0 '
�� P.I. DROP INLET ENTRANCE 33. /
INF / .=30. - 1 T. �P $ MaN __ ��� N RIM AND INVE loN-4°- h
3���_ 1 D ERA E� OND ��� �a\��aaQa a� w/ MPL. 5 ,A « - 1 1 2" METER WITHOMN 33.0 e =' _"��� / OW PREVENTION ¢ a R I= I -ExIST. 6=55 2_ OD POOL « 31. / // E' 00 F= _ NV=2a.7GEXI 1 VERTAL`_ POOL 30. % \ s 10' �� 16"C* \ 24"INV.=23.7, B RE NG SITESSMH N -im,
W a / / - E ' cti�" Water - _ _ - - a
o «OT�OM 2A p �_� Meters I
/ /
z « 18 ! / / \ - STA 4+45
« V. 8. / 1 1/2" METE�IR iFi o� -- -- INV. 27.37 �- RIM 2.0 I '
31- ` « a « « , r 482'q�8.. NV. 7.37 n ,
Q JE.D. -T- �BASKFL� REVENTIO*__ � � - � � 1
CONC. RETAINING WALL �« « I. NO`/4 / 35 L ° 0 PST (g O) -OFFICE DUM E
ITOP OF WALL 33.5 « « 22" « Ill 32.Y / / .'..,.. w/SCREEN
BASE ELEV. 30.0 TO 32.0 « ' '
Lot 7 / INV. .. 00000`" M
rf 9 LF 8" RCP ® 3 2 �F' °
yN«L§ v�i.� :yl 1 //76i �/ 7p (1 5�) « 3 \ (25 / I I 32 57 (\ C.I. N0. 700 N� I a" PI 6 .T
® Ele t n �34.10 .3 I
Lot 6 aj 3.6 a V. 2 .9 a RIM 32. o o
�� /« , ^j GU-29.,_5 ii G(�RAATE=30.6,
Country /Haven N « « « it Vb LFw1 ' C ® O.3% ?� N 2 LF M72 II J° INV.IN=29.17 M \ / A
y \ 2-74" C.I. / 2/ « ti > « o �� w 2 'RCP PINE v uT- so
$eCtl�n 1 W W u2 « cu s « RIM �2.1 ro' SDMH NO:'3 > ®0.3% I m 0 z / c s R
/ «o _MOVE-E SIN 5
�� / ONCRET .52.6 - LP TANK zC, I r - - - 1 STORM DR WAGE 0 I. NO \
« L s « WHEELSTOP ti « ti > ill ti r J_ Ill 32.5 �I
M.B. 26, P 103 40 « 2.6 IN 2s.'8/ o' « �' o Q INV. 29.0 ? M CYPREss, P - a dM \ \ '
g' B •65'� \� « � / ® 2 / / i PI� " /' 2\ GR S "W orch - / sT �? /
ZONE R15 I «FFWR « « / / « P ) « (moo) P �� h / u I
W 14 L/ 2 B « h s S AIN w I I 2 0) a /
\ W W D® a. C.O.; / o e N 3 E
_ u I
« Wall- .y .y W «N' 4. / W .y W SW W « INE � I I UM PING / / 3 0 14% Y SSMH NO. C ,� r+
l U y;1, t'I
W ` w w I h n�� I D� \ I I Y cu / / Z ^ I l STA 5+20 ,1 H t g
v H « H o" «
1 « 18" F.E.S.« BY PAS / oovo « I _ _ o / 1 ° b / .¢ / e� RIM 33.5 Q I
/ \ 5 `�, oo L� « /'PINE o I 3 c3
\,'. Pond W N .✓ Q. W w �✓ 1 « «1, i a cO k
INV ` 29. 4 L/ " / Jy� « \ « __ 1 / OAK L w v> h / W / S� INV. 27.67 �U ZG� ¢ N
\ Area ., �' \ .Y W « Y •Y W W W / /J W NV,,, 2`J. \ W I W •W N. 16" « N (O © I I / /
\ \ \ « « +/ W 1O'x1O'T�1,8" B. « PIN 14•C* - « 2" 3_72,. ��. O OAKS / �/ / �/ a
�TY W W « W « PIN « �' V INE GUMS -� PINE fMi*BUILDING
n-A NA « N- / N, � « « W ROROSED 1 STORY BUILDING N o \ &I B P OPOSED! 1/ m ®`' 0/N«N N /� N H v F.F. F.«L. 34.5 « ati FF. E34.5 b c0 /
We « 24' • � PIE REMOVE EXISTING ; � rn / / / l I v1/l ,�38 NOTE: CONTRACTOR SHALL SAVE ALL TREES NOT
\ P N W W w w PINE « 7979 MARKET STREET m n0 / / /
0.62«Acres « uM / STORM DRAINAGE c ^ / /// I WITHIN IMPERVIOUS AREA DURING CLEARING
CONC. RETAI ING WALL / cv, LSTR 76 '' « / I -o° / .TNn `l
TOP OF JNAL 32.5 12" 1 PRESS / c m I I I I li FOR FINAL FIELD DETERMINATION BY COUNTY.
�« / PIN Y a / CALL SHERRY BYRD-HANSON w N.H. CO. ZONI
TOTAL WETLANDS 1.26 Ac. \« - « BASE ELEV. 0.0 TO 31.0 o III 9
/ DISPLACED WETLANDS 0.63 Ac. w/1z ���w « v «� « « � / /� a \ 40' Buildin Setback 4" P4 V -0 I I 1 BEFORE CLEARING/GRADING FOR INSPECTION
.v .v« N% T<-sN, W «W W W J« �.P ,z.. - PI - •y"� / 14 E \ I I OF TREE PROTECTION. %
/ REMAINING WETLANDS 0.63 Ac. « « « « \ « PNE o \ 10 SD ® 407o MIN. o/ (1 I b
u, « y • H «.I. .I. \ w 3«v° w w w « 30' BuIldin Setback - 12•• "�D' \ / / �� 1 < `L 1 / I
v« P P W \ / A 21c A S� M 33' ILL I I
« T .; _ F -4 � - - - � - - - - ( � TY I / IN I
_ Ft� PINE -lo �- 6a SSE TENT / p
\ yy .k.--�--J' Ir -.Y .VY_ W- 1 N « .✓ «W PINE / vIN_z-S_ - - 12• (21 )� // A'
-� « w w «y N W D F _ _ _---TS------TS la a \ gip r
By1FFER « w w v N N \ Y «N /W - P / / / INV. 30-0 P 23' BUFFER Open Di) _ = _ - _P N - - - - - - - s- c I I I / OCT / DATE � PRINT 9 i1 T � D
_ - 101.1� I 1 p� ��®/�I
r 32 _-EiP. _ - _ _ _ _-__ J
CYPRESS __ _ _ __ - _ - ._ - _�'J�J '4y W-E6 D.2 3i - EIP II I ROP ET I�� 1 5_
Medenhall NOTE: THIS AREA TO REMAIN - - - - - - - h I 8 20X
(Base Bearing) EATERY DUM STER RATE-
-_1Z�� OCT
Section 1 I UNDISTURBED w/SCREEN I 1
M.B. 27, Pg. 13 NOTE: DIRECT ROOF DRAINAGE Medenhall EXIST. STORM t SSMH N0. 1D BAR SCALE 1"=30'
TO DETENTION POND Future Development I DRAIN �f REMAIN STA 34.2 I
RIM 34.25
ZONED R15 INV. 28.20
I M.B. 27, Pg. 13 Jere &Barbara I 3
Lot 8 I Lot 7 I I Legwin I 30' 15, 30' 60' 90'
ZONED R15 , D.B. 1296, PG. 1550
DE
REVISIONS
Description By
SSMH ,D RELOCATED JK
SW REVISION EJw
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ATE 06-23-00
PGT
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C1
SHEET 1 OF 2
99115

LANDSCAPING IS REQUIRED FOR PARKING LOTS FOR THE PURPOSES OF SITE WORK NOTES
2x4 WOOD FRAME/ REVISIONS
1'-6' x 1'-0' x .080 STD. ALUM. --- j' WOOD OR STEEL STAKE REDUCING AESTHETIC IMPACTS OF PAVING OR REMOVING THE NATURAL 1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
_- HANDICAPPED PARKING SIGN - FABRIC VEGETATION FROM LARGE AREAS; TO REDUCE THE NOISE, HEAT AND CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. O. Description B `
TO READ "RESERVED PARKING" - 2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN OMITS Date P y
WITH IDENTIFICATION SYMBOL. - DUST ASSOCIATED WITH PARKING LOTS; AND OTHER PURPOSES AS
7 _ ' 1+ LISTED IN SECTION 67-1. OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
aRESERVED BOLT TO WD. POST W,� 3/8" CANDIUM o � - m & � , 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, I
PARKING
PLATED NUTS, BOLTS 3c WASHERS.- VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
io $;, (1) APPLICABILITY - LANDSCAPING SHALL BE REQUIRED FOR MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
-- CUT OR TOOLED - K ,+ _
JOINT °� 9'" x 1'-0" x .080 STD ALUM. SIGN A A k+ � ALL OFF-STREET PARKING FACILITIES WITH FIVE OR MORE SPACES 4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
2 " TO READ VAN ACCESSIBLE'. �� Z RUNOFF WATER ',v" REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
d C_- - g - w/SEDIMENT lz OR THOSE AREAS 2500 SQUARE FEET OF MORE DEVOTED FOR
BOLT TO WD. POST WITH 3 8" CANDIU o 5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
_ / a OOOO VEHICULAR USE. A LANDSCAPING PLAN SHALL BE SUBMITTED IN
_ PLATED NUTS, BOLTS 3 WASHERS --REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6' I� w -�� D��P It1LFT ACCORDANCE WITH SECTION 87-8. 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
��-^ i_ SEDIMENT- RA
T�cE
9" x V-O" x 080 STD ALUM SIGN C-7 V) 1; w (2) DESIGN CRITERIA: LANDSCAPING SHALL BE REQUIREC 7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
rk, /7 MI - - TO READ "MAXIMUM PENALTY $100, - �� Ct-r� BURIED FABRIC SKIRT EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
12 '� AS DIRECTED BY ENGINEER FOR PARKING LOT PERIMETERS AND FOR PARKING LOT INTERIORS. FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
GS 20-37.6'. BOLT TO LA POST 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
IBORDE WITH 3BO CANDIUM PLATED / rO I EIGHT
PARKING LOT PERIMETERS - A LANDSCAPED STRIP PROPERLY PERMITTED FACILITY AS REQUIRED.
- ----� LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.---- -FINISHED EIGHT (8) FEET IN WIDTH SHALL BE REQUIRED ALONG 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
r WHITE SYMBOL ON BLUE BACKGROUND c GRADE ANY SIDE OF A PARKING LOT OR RESIDENTIALLY ZONED EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
/EOXPANSIONBACKGROUND - WHITE PRESSURE TREATED 4"x4" PO.,T.-----
INT (TYP.) -", SEE PLAN V V -_l� PROPERTY. THIS LANDSCAPING SHALL CONSIST OF , AT A IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
MINIMUM, ONE EVERGREEN OR DECIDUOUS TREE EVERY EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
m EIGHTEEN 18 TO TWENTY-SEVEN (27) FEET. IF A THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
- W3/8
1-1/2"R( )-1-1/2"R(TYP) 1 ( ) 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/Z BUFFER STRIP IS REQUIRED IN ACCORDANCE WIT}I7�} RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
L. --II-1 1 - SECTION 657-4, THAN THE TEN FOOT WIDTH MAY BE
BRooM FINISH PERPENDICULAR _ 2X4 w000 FRAMs APPROPRIATE PERSONNEL
TO PEDESTRIAN FLOW DIRECTION"(NP) ACCESSIBLE 3/8"(TYP) I I_I- -I I I -I I I- O SEE PLAN WOOD OR INCLUDED AS PART OF THE BUFFER STRIP. (4/2/90) 11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING COMPANY, INC. AND SUPPLIED BY THE OWNER.
STEEL STAKE�'12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
II- (II -III I FILT R FA RIC - I DROP ALIT BURIED FABRIC SWRT (B) PARKING LOT INTERIORS - INTERIOR LANCSCAPING THE pROR�ONSTALLATON.REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
-III-to SECTION A - A ((��M��gqFl 1�p J( OR � GRATE IS DEFINED AS THE LANDSCAPING REQUIRED WITHIN THE
PLAN• LJ - APPROVED EQUAL) PARKING LOT PERIMETERS. INTERIOR LANDSCAPING 13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
LEGEND AND BORDER -GREEN LEGEND AND BORDER -GREEN -III -III I -III- ,•_. HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
4" SIDEWALK BACKGROUND - WHITE BACKGROUND - WHITE _ _III -III -I- 11 i - SHALL BE PROVIDED EQUAL TO 8% OF THE TOTAL AREA TO 14. ALL PVC UTILITY MANS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
CONCRETE EXP, JT. �_6 ENERGY D I S S I PATO R BE USED FOR PARKING, LOADING -AREA, OR FOR OTHER AT FINAL GRADE.
NIL TYPICAL HANDICAPPED SIGN D ETAI L NTS /-- �:; VEHICULAR USE OR PEDESTRIAN USE. INTERIOR 15. ALL SERVICE CONNECTIONS SHALL N INSTALLED TO MEET ALL LOCAL AND STATE CODES. N
-L}'C-i\ LANDSCAPING SHALL BE IN THE FORM OF PLANTING METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
NTS ISLANDS, EITHER SEPARATE OR PROTRUDING FROM THE AL THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
GATHER i6. ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
�� EXCES.' PERIMETER LANDSCAPING. EACH ISLAND SHALL HAVE NO WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, UGHTS
N III II_II1 I1� , 2" TYPE 1-2 (NCDOT) AT CORNERS HORIZONTAL DIMENSION OF LESS THAN TWELVE (12) OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
6x6-10/10 W,w.M. COMPACTED 8• ABC STONE (NCDOT) 2O FEET. (4/2/90) EACH ISLAND SHALL HAVE NO LESS TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
SUBGRADE NOTES: 17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL -REPORT
THAN ONE PLANTED OR EXISTING TREE PER ISLAND, WITH
QJ0 1. µ SYNTHETtc FABRIC, USE A PERVIOUS 5HEi7DF NYLON, 5. TO PROVIDE NEEDED STABILITY 7D THE INSTALLATION, FRAME WITH ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SECTION �0' POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH 2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW APPROPRIATE GROUNDCOVER. NO PARKING SPACE SHALL SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
CONCRETE SIDEWALK CONTROL JOINT MbV (50 LB/ 11NCH MIN.) -THAT CONTANS ULTRAVW ET RAY AREA AT A MAXIMUM OF 1.5 F7 ABOVE THE DROP INLET CREST. BE LOCATED MORE THAN ONE HUNDRED AND TWENTY FEET 18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
INHIBITORS AND %� SIDEWALK
O J POROUS T PRO BURLAP MAY BE USED FOR THE TEMPO�Y FABRIC SH04JLD BE SUFFICIENTLY 6 BACNCFlLL THEPLACE THE TRENCH ETR NCHTTOM 2WITH AST OF THE FA13RIC LEAST 4 INCHES IN A TRENCH AND OF CRUSHED STONE FROM A PLAITING ISLAND. ALL PARKING SPACES SHALL AND 19 USE WHITELLED LANENMAARK MARKINGANCE PAINT WFOR ALL PAVEMENTTH MANUFACTURER'SREQUIREMENTS.
EPA PAINT SHALL BE A
TYPICAL J I D EWALK AND BE BLOCKED OR CURBED TO PREVENT VEHICLES EITHER
- I �J1= APPLICATIONS. T MUST BE REPLACED EVERY BD DAYS. OR 12 INCHES OF COMPACTED SOIL CHLORINATED RUBBER ALKYD, A RIAL MAY
TYPE III, FACTORY MIXED, QUICK DRYING,
III=III-I FROM OVERHANGING PLANTING ISLANDS OR LANDSCAPED NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
WHEEL CHAIR RAMP DETAIL NOTE: PAVEMENT SECTION MAY VARY 6' MI 2. CUT FABRIC FROM A CONTINUOUS ROLL TO EU)JINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME JOINTS MUST BE YARDS BY AN AVERAGE OF MORE THAN ONE FOOT OR NIGHT REFLECTING.
DEPENDING UPON FIELD CONDITIONS. 2• _ 3• _ xa• OVERLAPPED TO THE NEAP STALE.
CONTRACTOR SHALL COORDINATE �. 3. FOR STAKES. USE 2x4-INCH WOOD(PREFERREI)CR EQUIVALENT DAMAGING ADJACENT FENCES OR SCEENS. (3/9/88) 20. DUCTILE IRON SHALL BE CLASS 51. J
w/OWNER & GEOTECHNICAL COARSE AGGREGATE �� METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND 21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE QI�
NOTES: ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM STRENGTH OF 3D00 PSI O 28 DAYS - AIR ENTRAINED.
ENGINEER TO DETERMINE 4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET BYPASSING THE INLET IT MAY BE NECESSARY TO BUILD A TEMPORARY MAINTENANCE 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR Z.
1. SIDEWALK THICKNESS SHALL BE 4' UNLESS NOTED OTHERWISE. ACTUAL PAVEMENT SECTION. THE MAXIMUM FP3 FT PPROXINATE, AND
SECURELY THEM INTO z
2. CONTRACTION JOINTS (C.JJ SPACE SAME AS SIDEWALK WIDTH. DIKE ON THE OOWNSLOPE SIDE OF THE srRucruRE. BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
3. THICKEN SIDEWALK TO 8• AT DRIVEWAYS, PAVEMENT SECTION TEMPORARY GRAVELLED (1) ALL EXISTING VEGETATION THAT IS USED TO MEET PAD FOR BY THE CONTRACTOR.
4. WITH NO
CURB. TO B' W LAST 3' WHERE R ABUTS PAVEMENT
WIn, "° cDRIL CONSTRUCTION ENTRANCE TEMPORARY FABRIC DROP INLET EROSION CONTROL LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LINED 23. SEE GE- FOR ICAL REPORT QU _ DATED ___ BY
1.4
5. 1/Y IXPµATW JOINT ((E�S.) REQUIRED AT SO' MAX.SITT SIDEWALK Cq�T �N FRAN EE a� �p p WOppS pR MATERIAL, AND ALL. REQUIRED BERMS SHALL BE MAINTAINED BY THE _-- FOR SEQUENCE
VIAL REQUIREMENTS. O
JUNCTIONS, SI STRUCTURES. (ES, AND REQUIRED
NOTED ON X. PLAN. E0%''RTOP TO BE BLUSH _.PAVED. - OTHIER Wi MEA4 OUT CF OWNER OF THE PROPERTY ON A CONTINUING BASIS FOR THE LIFE OF CONSTRUCTION SEQUENCE
e. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WAX µD ADJACENT W" STREETS, y/AixS OR TRA�F Ic TOP TO BE AS NTS NTS y THE DEVELOPMENT. (3/9/88) 1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR O �}
PARAurq CURB OR STRUCTURE. RESIDENTIAL µEAS.-- 3,8• NOTED bN PLANS ON �-, 1 EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). 04 j
7. REINFORCE w/Bx8-10/10 W.W.N. NORT UNPAVED ROADS PROVIDE ppp111
C�N� HAND RAIL -SEE ARCH, A FOR FlPE (2) ARTIFICIAL FENCING SHAM BE MAINTAINED, CLEANED 2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
AND REPAIRED BY THE OWNER OF THE PROPERTY ON A CONTINUING INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION. mil(
B 40• MAX SPACING 1 W M N 3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING T 1
LWMaIE TnuE e MARKED: SANITARY SEWER OR F- - r - BASIS FOR THE LIFE OF THE DEVELOPMENT. SUCH FENCING SHALL BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
STORM DRAN AS REQUIRED BE KEPT FREE OF LITTER AND ADVERTISING.
CONCRETE COLLAR 11 II INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING l
• •, a ADJUSTMENT SURFACEATa SSHHNl BE MA TINED T �� C Ng CONSTRUCTION.
• CANCRETE SP�ERS FOR ���� RI !S TO INSURE EVEN BEARING �� O�NHO� Ug3EA o5. �� NTER EARLY SPRING 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAN. 11��
. ° f-77 1 MH ADJUsrM GRADE FILIEDCB°NTONU 8 CON OF COVER ON RING. �..�. - J- I��I BAST M1DN�747 '�(,�ppRAR'Y GRASSING DETAIL SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL. x ,i
W W TOP OF COVER FOORR 0 5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN w E,
f ,: CONIC. COLTµ SEEDING MIXTURE DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
-3�4W
f REINFORCING PRECAST , I 17, JT J A 4 / A - - - - J RATE (Ib/acro) FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
ECCENTRIC TOP ;a RONF o e Inc - 6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
_ _ _ _ _ _ _ .6 p��AI Rye (grain) 120 DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM O 111�,,, O
�vDWIE'fER ,I -PREE-CAST MANHOLE Q --FILL CORES SOLID w/GROUT 5 L`^" Annual Iespedeza (Kobe in ENTERING STORM DRAIN PIPING.
4 4 ECT 0N5 O REINFORCING CONIC. 1'-O' Piedmont and Coastal Plain, 7, A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. Z
g
L-LjU NAN A WCAGCORD 5 MIN. WN.I THICKNESS ASPHALT PAVEMENT Korean in Mountains) 50 8. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS Z -
b o WITFI ASTA1 4-78- - FQR 4• DIAL BARREL 2• DRAINS O 4'-0• 4 O 24- O.C. �\ ELEV. VARIES Omit annual les em rMn duration of temporarycover is not to extend
.� .I '" 6 MIN. WALL THICKNESS COVER w//FILTER FABRIC BOTTOM CF COVER Pb SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
- -- - - - FOR 5" DIA BARREL CLOTH SEALED k NAILED beyond June. ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS. t
BLDo-STRUCTURE q qNT gEA AN TO 2 , /2• MAINTAIN
PLAN MARAp�RTpC BY Mt
T 'I 8 2' 0' SEEDING DATES:
90. MORE STRINGENT INGENTSMEAS RESRMAY OLMB REQUIRED TOHALTEROSION ROSE ON THIS �/ w
1/BYt TOOLED 1/4'xt' DEEP ID/µ N 5_ttP I _AENNGIIIEER GD�O I�(/E - BRICK LIASONRY Nauntaine - Awve 2500 ft: Feb. 15-N 15 PLAN PROVE TO BE LESS EFFECTIVE. 7 V
JOINT 1/8-R TOOLED JOINT w j NON-SHRIN ING G I #4 0 12" D.C. , , _ _ Below 2500 R: Feb. 1-May 1 11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. z /�J
�.• PER OD 1'-11 1/2" Flow Piedmont - Jan. 1-May 1 ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. I r
II -I it I-r�
o i QUT "� IW�� 12' 2' �• 4' Coastal Plain - Dec. 1-Apr. 15 ?
w w - MAINTENANCE REQUIREMENTS ;
' •+' I° PIPE -- '`� a �- ^ SOIL AMENDMENTS 1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING �T� E
i ., ( MINIMUM B• STONE c } -.1 3000 PSI CONC.---Lio SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED. r/•� 1'-�1
0 0 ^ BEDDING FOUNDATION " V L
X,2 EXPANSION I �' _ Follow recommendations, of soil tests or apply 2,000 ib/acn ground •gricul- 2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
JOINT MATERIAL B' ABC STONE(NCDOT) -. I- -g _.__ T turol limestone and 750 lb/acre 10-10-10 fertilizer.
yo�- OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN � E'�I
a= AeC Srw..,mc:::uT,- ! " _% e° _ -3' CLR. 1 To ,t & ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
-J4 O 24' ^.C.
EXPANSION -JOINT E.J. CONTRACTION JOINT (C J.) C_„ ' o (( sA ° �' `"IN � MULCH PRACTICES BASINS
DESIGNED.
o" RUBBER GASKET o" } 3'-4• 1N MANUFACTURERS) ENNISE k)SON 1 -9 5/8• -"'111 3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
a MIN. �..-:� s• EXTENDED u NONOLITHICAIIY CAST NO M. ENNIS 24 DROP INLET DETAIL APPLY 4,D00 LB/ACRE STRAW. rNCHOR STRAW BY TACKING WITH ASPHALT. NETTING, BELOW THE TOP OF THE RISER. /57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
BASE sECIWN (pEXTENDED &S RETAINING WALL SECTION 1'-10 3/4" USED AS A MULCH ANCHORING TOOL SEDIMENT POOL NO LONGER DRAINS PROPERLY.
S I D E1dALK JOINT DETAILS REOu1RED FOR IEµENDED e€ DEEP) a 30.wMH µCRR2001 OR A MULCH µCHO NCH TOOL A DISK MATH BLADES SET NEARLY STRNGK CAN BE 4 SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
NIS 8• DIA. P.T. PILING N0. VM-84 MINIMLM WEIGHTS: 1• DIA H.D.6. U BOLTS WI 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY w O
48 n OR EQUAL 2'-9 1/4" RING - 190 LBS. 0.6 WASHERS AND NUTS MAINTENANCE TO MAINTAIN A BARRIER. 1�
0 STANDARD MANHOLE � COVER - 120 LBS. 5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING f7
1 8• D.I.P. SEWER MAN Rwfertifts H growth is not fully adequate. Reseed. refertilize and mukh im- TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
e' GRIFFIN SNAP LOCK NTS SECTION A -A
DUCTILE IRON PIPE VARIES 10' MAXN )
msdbtey following eru or o damage. DENSE VEGETATIVE COVER. -
317 CUT TOP O 30' �v)
MANHOLE FRAME AND COVER SFx "'� �°"` SPRING -SUMMER
f - °R WOOD PERMANENT GRASSING DETAIL QI
�' 1 WIRE FABRIC NTS 0
! TEMPORARY SUMMER GRASSING DETAIL SEEDING MIXTURE o
\MIN. 12-1/2 CA o FILTER FABRIC
RATE (Ib/acro) 00 j
SEEDING MIXTURE r k
-� { I r r • _ INTL72MEDIATE 1NRES1 1. � J
�3' jS0 FELT I^ n O O PENSACGA BAHMGRASS 50
+ / t SPECIES RATE (Ib/GeM COMMON meuoACRAss 10 t J �Q®® GERMAN MILLET 10
0. DIA H.D.B. BOLTS W 3• i� ( ,x. i .. i G O O cEINMAN MILLET TAIL FESCUE 50 Z
jr- I0.8 WASHERS µD N (TYP) I � i"! I -
RESTRAINED JOINT
ANCHOR FABRIC SKIRT 8. TILE I SNAPE IN THE PIEDMONT AND MOUNTAINS. 501 A SMALL -STEMMED SUNDANGRASS MAY BE
2'x12' P.T. o g AS DIRECTED BY ENGINEER DUCTILE IRON PINE SIIBSRMID AT A RATE OF 50 l8/AIDE. SEEDING NOTES 1-1
8 I SEEDING NOTES i• WHERE A NEAT APPEARANCE IS o�. OMIT SERIDEw W O
PILE AND BENT SIDE DEPAII. a C USE COMMON RMUCSEMUAGRASs ONLY ON aoureD STIES WHElb/4 R CANNOT BE-
HOUNfAJNS - MAY is -AN:. 15 DOME A PEST. BmMLJDAGRAis MAY BE REPLACED WITH 5 lb/Dan CQlir
PIEDMONT - MAY i-AUG. 15 1�1
COASTAL PLAN -APR. 15-AUG. 15 I-� W
�OD NOTE` SEEDING DATES z O n 1. FENCE FABRIC SMALL BE A MIN. OF 32• IN WIQTH AND PIIAE d'll�R/ BL' 1\ 1 OL' V 11ON DL' ETAM • � rl!
SHALL HAVE A MIN. OF SIX UNE WIRES %;IN 12 STAY SOIL AMENDMENTS ArRL i - JULY 15 1%�•r`'y1 4-) r+ gp
1 1 /8• o 1 1 /4' SPACING. INV-23.1aNOTE V F� 4-1 ;•I to to a
O 2. FABRIC SHALL BE FOR EROSION CONTROL µD MIN. OF 1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' PER COURSE FOLLOW RECOIIEND91ONS OF SOIL TESTS OR APPLY 2,000 LB/ICRE GROUND AGRIOA- Q
A O a+ 36' IN WIDTH. FABRIC SHALL BE FASTENED PILE, (SEE DETAILS BELOW) PILE---'2. CONTRACTOR MAY USE ECCENTRIC N.H. UNIT MURAL LIMESTONE AND 750 lB/ACRE 10'-10-10 FERTILIZER. SOIL AMENDMENTS IZ z ce) co
ADEQUATELY TO THE WIRE FABRIC AS DIR_CTED BY THE 1�1 4••O ^ z !
ENGINEER. / C APPLY LINE AND FIRTIUZER ACCORDING TO SOL TESTS. OR APPLY 3,0D0 b/aore ry HEx
3. STEEL POST SHALL BE 5'-0• IN HEIGHT IND BE OF THE PIPE, PIL AND GENT DETAIL MULCH GROUND AGRICULTURE LIMESTONE AID 500 b/aa. to-10-10 FERIlLi r
SIDE ELEVATION SELF -FASTENER STEEL ANGLE TYPE. NTS
A 10 3/4• APPLY 4.000 LB/ACRE STRAW. ANODR STRAW BY TACKING WITH ASPHALT. NETTING. � I I 0
1//2• GRADE 60 4. WOOD POST SHALL EtE A MIN. OF 6' IN EIEIGNT µD 3' OR A MULCH ANCHORING TOOL A DISK NTH EN SET NEARLY STRAIGHT CAN BE In O o O W
12' STELL. RBNfORCENENT TO 4' IN DIAMETER. WARE FABRIC SHALL BE FASTENED 9 • USED AS A MULCH ANCHORING TOOL a-• .--I `• 4 a -
PLAN MEW _ Po 1,M R 101WOODEN N POST WITH NOT LESS THAN 9 'ARE STAOIE ^ _
/\/1 /C�/�%//�,//j�//\/� 1, E PIPE 20NE PIPE ZONE a MULCH w rto M 0) a-
MPPLASTIC
CORIFNE APPLY 4,000 111 GRAN SIRAWOR EQUIVALENT COVER OF µMR SUITABLE M
TEMPORARY SILT FEE• O.D. 6' O.D. 6 MAINTENANCEWITH A MULCH ANCHORING _ _ Q"I t� . au
MULCH. BY TACKING WITH ASPHALT. WAr, OR HITTING OR Tf CRIMPING
SAL PIPE I.D.. B MIN. N. MIN. MIN. k�. REFERTI.� IF GROWTH IS HOT FULLY ADEQUATE RESEED, REFUnun AND MULCH IM- USED AS A MUANCHORING TOOL WRAP BLADES SET NEARLY STRAIGHT CAN BE �I O
ELEVATION SECTION A -A NTS J MEIXATELY ]FOLLOWING EROSION OR OTHER DAMAGE CA ,_r >E
MANHOLE STEP DETAIL 32.5 -- I'r a FINAL BACK FINAL BACKFl / P'E PLMIS MAINTENANCE U
31.5 I PIPE SIZE AS a
NTS INDICATED 3" MIN. RER]iMIZE THE FOLLOWING APRIL WITH 50 Ib/aen NITROGEN. REPENT AS GROWTH
30.5 10'PVC_ _ 30.83 I 10•PVC ON THE P s D CLASS 1, 2 0 REQUIRES, MAY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE IS
O - _ ^. O.D. O O.D. DESIRED. ONIR SEPoCEA AND MOW AS OFTEN l3 NEEDED.
'o •--, 8• MIN. CLASS , OR- III TEMPORARY FALL GRASSING DETAIL { `
INITIAL BACK III 'MIN. `}
INV. 30.0 A I A 00 CLASS 1 11=III III 1-J = } III I -III Ill
30•RCP III -III III=IJI=I III_III=III III -I PLAN SEEDING MIXTURE !, J
30'RCP -III _I -III_ -STD II III III-1i III= --STD RATE (Ib/acre)
.INV. 29.0 FOUNDATION FOUNDATION SID. M.H. RING ! COvER PRECAST 4• RISER RING •r' FALL -WINTER 1
WEIR WALL MATERIAL MATERIAL �"RI' LBS Rya (grain) 120 PERMANENT GRASSING DETAIL
PVC PIPE DUCTILE IRON PIPE cov"i PR pM�N [usW�",2• oc uuulllu
L _ �IiOVEO SEEDING NOTES I
_ 27 0 SEEDING MIXTURE
MOUNTAINS - AUG. 15-DEC. 15
PIPE BEDDING DETAILS 3�4 COASTAL PLAN and! PIEDMONT - AUG. 15-DEC 30 RATE (lb/CM) rtF^aRq� •.,�
SEDIMENT STORAGE PLr9� B-'� TAIL FESCUE BLEND OF TWO OR _ �`" •L' _
do CLEAN OUT AREA- TREATED - SOIL AMENDMENTS THREE IN) VARIETIES) 25 - 5 E A L _
GALV. BAR GRATING - 1" x 1/8' BEARING BARS. FASTEN WITH I
TYPE J CUPS. ATTACH TO 1-1/4" x 1-1/4" x1/4• GALVANIZED LANDSCAPE
SECTION B - B ANGLE FRAME. NORTOR FRAME TO TOP Of OUILYT STRUCNRE TIMBER lLH CEPS 1•_ • �• �I FOLLOW SOIL TESTS OR APPLY 2.000 LEI/ACRE GROUND AGRICULTURAL SEEDING DATES = Z'• t7374 _
TOP OF BANK 6 ZO-- 1'-b" OC LIMESTONE AND 1.00o LB/ACRE io-lo-lo FERTILIZER. ,6yDATf - MPoL % E` ��LLy 1
EMBANKMENT TOP OF BANK t FLOOD POOL 31.5 �> I AUGUST - OECEMBER %,�j AGINt�'••''` ��
MULCH A ' ••.'.•..•
33.0 ATTACH GALY 1 FD WARE W �� .�- , x
EL. 33.0 CLOTH DYER s DIAMETERo �a o CCppNryCC'� M.H. SOIL AMENDMENTS ,,OREC�JR xx
FLOOD POOL EL. 31.5 ORIFICE (8 M H .020 WIREC.I. BOX �. ad o BLOCN APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT• NETTING, 011111111t11x
30.83 0Vw .^S h CA R z wa: WW 5 3 4 OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT Cµ BEA-FLY LIME AND FERTILIZER ACCORDING 70 SOL TESTS, OR APPLY 5W �w - / GROUND AGRICULTURAL UMESIDNE_SUSE LOWER RAZE ON SANDY BLS) AND
NORMAL POOL NORMAL POOL EL. 30.0 �� 'p oons
T• W �`A"� SIz B E a -
NORMAL
AS A MULCH ANCHORING TOOL 1,Doo 11 10-10-10 FFEERRTTILIZE,RR
a 0 -a - DATE 05-09-00
r„A NORMAL COMBINATION X FORMI FLOW C MAINTENANCE
- EL. 29.0 roV``k 30•RCPi INV. 30.0 POOL ,;n n MAX 45' SWEEP u� DESIGN PGT
EL. 30.0 � } MULCH
,I BENDS AS REQ'D o
i r16r �•"� I Q. _ Repair and In March damaged It [a cress y to extend Topdrestemporary
with co 50 ID/acre
_. J 1 6 �• of nitrogen In March. M R b necessary to extend temporary cover beyond APTLY 4ANC b aTR GPM BY STRAW OR H ASPH NT COVER OF µOTTERSUITABLE
DRAWN MVL
�-NIPPLE PER COUNTY m ;;... • io June 15, overseed with 50 Ib/ocre Kobe (Piedmont and Coastal Plain) MULCH. STRAW BY TACKING WITH ASPFIALT, ROMNG, OR LETTING OR ftt CRIMP
FOREBAY 3 MAIN POOL ANGLE REQUIREMENTS or Korean (Mountains) lespecieza in late February or wry March. ING WITH A MULCH ANCHORING TOOL. A DISC WITH 8RN)ES SET NEARLY SIRNGIR Cµ
1 INV. 28.0 MAIN BE USED AS A MULCH ANCHORING TOOL
BOTTOM EL_._ 27.0 i 3 TEMPORARY AS REc'D
3'-3• MIN. 3'-1 3 MIN.
GRAVEL
3 BOTTOM NOTE: MINIMUM 3 FEET OF COVER MAINTENANCE
EL. 24.0 FILTER MH RINGS MAY .i�1
�F, �� SHALL BE MAINTAINED UNLESS C 2
'-�" BOTTOM 24.0 DUCTILE IRON PIPE IS USED. FERIIUZE ACCORDING OR FEBRU IN S M30MM 0 40 APPLY SOIL TESTS OR N b aue FROM ROGEI4AN12-4-9�,
S CTION A - A SECTION WORM AB-4-E, OR SAILM TURF FFRDIJZER. AVDID FERTIUM ArPLICAMNIS MMc
DETENTION POND & FOREBAY SECTION DETENTION POND OUTLET STRUCTURE SEWER TYPICAL
SERVICE DETAIL STORM DRAIN MANHOLE DETAIL AS N a THIS l d FERTILIZE,
AN DµAGED AREAS IMMEDIATELY. MOW To A HEIGHT OF 2.5-IS INCHES SHEET 2 OF 2
NTS NTS NTS 99115

VICINITY MAP
NTS
RIM-33.00 e' 99 LIN
e' INV.IN•16.42 / 95
qq INV.IN-17.66
INV.d1T•17.70 i E y0 I Dc
v o 61ST.Isun °off
RIMy 2j.' j q3 I
At* INV.
- W 7`46 \ I
1q'
s3c6 I �•.� x
e
}2 A5 I `4e LIFT
• °s / I <,y0 / �,� >< STATION
' I 99ru1 4 3z2 0
111I ts
I 12'M INV. N-16.75 I I
V.I
INOUT•14.72 /2
•@'MIN\
11 f� I 1�I''116�//��/11'•• �
1W.22.81
UTIt I I
!g 1
PROFILE •3�s11
HORIZ. 1" = 50'
VERT. 1 " = 5' I pl I / I
��
LEGEND SITE DATA M41
I I " rsT NO. 1
EXISTING CONTOUR TOTAL TRACT AREA 3.25 ACRES I I I
DRAINAGE AREA 2.63 ACRES q 0 ��\INv. 2.83 I
° EG63 EXISTING SPOT ELEVATION ZONING O&I/B2 ryaoa,• EADw I
�° PROPOSED SPOT ELEVATION BUILDING HEIGHT (BLDG. 1) 15.23'N�23�2 I
BUILDING HEIGHT (BLDG. 2) 13.75 �ad°� Dry SF !� (2) SETS W00 51q
TOTAL BUILDING AREA 20,800 SF m' s I /SUPPORT BEN l'ec
INLET w/INLET PROTECTION ry ° °5 I CL 50 DIP 4011 PROTECTO
TOTAL GYM AREA 12,000 SF
3,sSTORMWATER RUNOFF DIRECTION OFFICES & OTHER 3400 SF 9 SPACES
° B� �-.�� �� GYM, POOL AREA 8600 SF 86 SPACES ' 'Co
CONCRETE AREA
CHIROPRACTOR OFFICE 1300 SF
LANDSCAPING w AREA 1 DOCTOR (4 SP/DOCTOR) 4 SPACES I IC „a Iry� f I
/ 3 EMPLOYEES (1 SP/EMP.) 7 F 3 SPACES ��o4Cd ,& ' � ' /
/ n/f I �`� t°v� LIMITS OF DISTURBANCE EATERY 1700 S ' ~ ' 1
Crystal RiehardeexT I 39 SEATS (1 SP/3 SEATS) 13 SPACES I
Lot 1 D 1831 07a4 n/f 1 1 TEMPORARY SEDIMENT TRAP 6 EMPLOYEES (1 SP/2 EMP.) 3 SPACES ' ' I I I I
I H ' I Willicrn 4 Judy
Ganady / n/f ,�TSF� TEMPORARY SILT FENCE (BLDG
SPACES REQUIRED 5i8� SF 15 SPACES
I D.H. 1611's0 PG. 0030 William Judy I PARKING SPACES PROVIDED 133
l I Y I 2q ' ASPHALT AREA 43,670 SF
Canal � I I I
' D.H. 16W, M. 0030 ��pO I CONCRETE AREA 2929 SF I
�- 91s LANDSCAPING AREA REQUIRED: 3728 SF I
I ZONED R15 SOP . ato� t0� LANDSCAPING AREA PROVIDED: 3765 SF I 0� ryry
cis EXIST. N.H. CO. I . zPq \ ref o F, UT 1 I
� 11 SSMH NO. 7 ' l 3 ME ' I I
SHEET NO. 3 OF 3\ ` ti5E 1 \ William Judy
N.H. CO. PROD. N0. 178 I ` tO2q>� Y ° VA
IES)T 1
' DATED 01-07-92 _ iii n t� I 969 a 0.0 5 D.H. 12M, PG. 0490 j
335_4t LATCH EXISTING
X,ST 3�45%3„INV. 31.6£'�� ASPHALT GRADE 33.7t � � _ �I \I I \ �6 ZONED 041 � ry
d"gs F i6 -- 50 GRAVELED ` zba4toc zq'o e �� e; ' c
�� 31 1
O.49, f CONSTRUCTION soy _._ _ I h r
� 1go� T ZOa ' 2q gb �" -_ 1 ti� I I r
E ONCE _ °
w S INV. 25.8 - - -'
°J L 1 t 3 I
r' ++LLC _ o o I w 20'xl5'x24" E.D. ° S6� J I
\ phi 34 SDMH NO. 2 00 qq
EIR 3 ��RIM 31.5 4 00° 00"o _ SAWCUT EXISTING ASP*LT. 1yos SSMHINO. 1A
Gontr° p�1 _ 36�NV. 26.9 e6 00 2.18 RESTORE TO"'ORIGINAL CONDITIONS. 6,q • t� �'^ceo- I -/ STA +50
ssM / yr -- - -30g- NV._2 J�y°E.q, -� .� zsba • Soc 16oe yagO I RIM 1.5
I RIM.�5.73 f a5 18" INV. 27.9 OUT JIRUCT �` __• ° _ �oE ' t � INV. 6.86
a 32 ETAIL) _ Iri �I �. _. 2 . z�oc1. /</�
=� o 2. zgg5 ` _- 9a ti / 4-
RIM N I I I
_30� �VW (i�r('I V!3'�-- -� ....... R T i sec '
�1 L_ \ Y E 315/24, J i o IN9.94 CE EXIST. D.I.
D.I. ry�0. i •zz72RIM 29.95 45 MATCH EXISTING -L �
RIM `33.01 / b % --_ T STORM - -
z7. 26. R°P L�Er { 3052 so ASPHALT G 31.5t 2724 _ !
�V 28tJ- - U� i -' 06 - - - - - y0 a
f ®� RA 9.z DRARAGE - - - - RAC /
rl h .
Existing9j �. cc iJ i i PP TO REMAIN --gam - ` - - -
' 3fE' - \ o ®i �• loC 50' GRAVELLED -"�`` - ONVERT EXIST. �,,ET 3 c
Dwelling EX. I Y- \ ATIO�EX ��_._ CONSTRUCTION no'r�. 1 f e
Dr i ve l 2' REMOVE _ 1 � - F6-A-DRo� �, a M EXI Z. i I
1 �S0 _• Ei-� ,_ -� �� 12�Rpp i i -� � -'_ DROP INLET NT E--- ' N RIM AND INVE TIBN C-
,,' BA RE
3.0 « ��M D� -�, s-��►- SAG<LOW PREVENTION .. �uv �"�' If Nvr�!s ..,..� -� 1 EXI 1 Q
�aT���._ '*W 1 1 2" METER WITH " E'�tIST. e"SS
e OD POO 31 '. ,., -�
10'�.M�.�1s i 241 z7n, RE G SITE R
� - �07�OM POOL .51J.0 ,/ ., .. / \ - fETyA ` Meiere - ! l _ T SSMH NO. 1 - ' � Q C e(•
- .�.. - 1 8 4 _ - �� STA 4+45
�< • 8 `� METER N� II r Ij ®- �� INV. 27.37 RIM 2.0 1 1
1 . 5 x18 D. -� ty - 32148d ZNV. 7.37 APPR0 p
�• BAGKFLO.Nt PREVENTIO P` -� ~' _ �
Ia « 1 \ / f y (900) FFICE DUMPSTER - _ y e g� , \ ` n NORTH CAROUNA IRO tTlTAI
CONC. RETAINING WALL ti « DO I. NQ`: N ! I ° o 080< 35 L I w/SCREEN y9 e _ / / / NI i� $ f MANAGEN COMMISSION
ITOP OF WALL 33.5 \ L, « FN. / / °000° R 3 / Q* / /� DIVISIO F WATER QUALITY
Lot 7 BASE ELEV. 30.0 TO 32.0 « INV.r,„80:0 N m 4r � ! y /
'.I 7 117
® CP T
2 l a a Dote a D' .����
C.I. N0. ► 32 2 K700 1 Ems• ;x1B4.1� �3b I ��
I \ .0
N S St star P•nnH NoG'b `19/et91
/ _ -- 1 --- 9 r RIM 22
1
Lot f0 ` 3 .e « w LFrt CP C➢ 0.3%�3 6 2 LF2 c�,lri+r iNV ! ►v 9eu S I I j
N « ' ° W -%� w 2 RCP ff�� P01E I T®
GOUI'19erct i jQ�/Cil �� �� i ` « -C.I. N� ? � ,� �1' «� I o SDMH NO.'3 0 f0 37 1F I � I REMOVE E / c s ER p �� ��%�
?0 r ! ti« ti � I � j, ti ,�� w �,` ° -LP TANK rwRess� mr - E �• 2M N II \' \� I I . V ■ r�, L
? RIM2.1 • M 32.6 I 1 1 STORM DR NAGS I. NO
INV. 29.0 �' 'i Por - J IM -S2.5
« 4 2.s « INV/ 29.8 �' �� a _ P n cn ► l s / I
M.B. 26 P 103 « 3/ ,- � r GR a IIP. 30.0 I ►
I rn BUFfER ? ! ` PI I (2 0) 3 b 11 ! �5 17 1 / I
ZONE R15 « a /• z •. �) I dw, s" s AIN 2�o u' P' / ( nE C E I V E
« « s s / cu PIN 1 1 / J� ► ��unl+i
z o©) . t 3� �33 2, E P A ► I MAY 17 20M N
.1 'P3 PINE % cl� STA 5 2 . C
141 .a-%.x cu / . ! / ¢ I 4 ► + PROJ 0 DWQ ! /�
I l « °o « GUM Uo I O \, %7" - I I 'Z'0%
° / \ « V!r{ « - u . I / / 3 / u► RIM 33.5 1 -
` \ I « 18" F.E.S." BY PASS « PIN / - __ (0 r
\ I « 4�, o o I �C` 1 \ ® ' l e L (�i �- / �► INV. 27.67
'• Pond ; « INV. 29.5 « J/ / INV. 2�15 i « 1 «/lUl 6 �� a _ a «` / / OAK (L 2_e' ` o ® � ! �� ,
Area « r v a'- 2° , �r a-1z' `^ �c 01
\ \ , « J W/10 001� 8 j.6. 4 PINE$LVPm « w culls I �1 #, O Is oats a°1 " �h I Ih� )
I \ F /f I « « I PROROSED 1 STORY BUILDING « cl \` &I B OPOSED/ e 1 "c BUILDING m `1 � �' I o 1 J I I
« / / « « ` F.F. F«I . 34.5 14ti F. FF 34.5 V r: / / l I ' �!a
I ' .4 « Netlands « _4° ' / « • PI E1 REMOVE EXISTING v rn ill i NOTE: CONTRACTOR SHALL SAVE ALL TREES NOT
�979 MAR ET STREET STORM DRAINAGE c / / J !// ► 1 WITHIN IMPERVIOUS AREA DURING CLEARING
�( 0,62«Acres ON B « / _
« « A CONC. RETAI ING WALL / 12
- sTR R / ! I / m /:� FOR FINAL FIELD DETERMINATION BY COUNTY.
« ITOP OF WAL 32.5 J PIN I 0 I CALL SHERRY BYRD-HANSON w/ N.H. CO. ZONING
h E ELEV. 0.0 TO 3�..0 14. , / PIN \ Q / BEFORE CLEARING/GRADING FOR INSPECTION
TOTAL WETLAND$ 1.26 AC. -« « « « /2- 4' 40' Buildin Setback i4 / I I I ►
I DISPLACED WETLANDS 0.63 Ac. « ` \ lz Pit / 1 I I I ►
Y! OF TREE PROTECTION.
REMAINING WETLANDS 0.63 Ac. « I PE j « « \ « « « \ ' PINE t2• ,L° \TSF TSF 11�/ SF
30' 130din 5bib°ck _ j .� L'L 33, i ►
T Fit -''�----J ---- '�l S' EME! !!I 1 / (21 TY
« -lo. s4 (21 ) N Q J ► [
RI
P • .:.. PI�i / „_' ,. ..,.4 \ ( 1 8°°� ► p
F{Q RIM 32.5 2 23' BUFFER 0 en Ditch _ _ - PIN _ `- - I I / / ► I ATE [
14'�< 20' BUFFER « « / «� = - _�1� -- l INV. 2 .0 PINE P_ -__ - - _ _ _- -- _ -a�- 5 j I I DM 1
W'INt•} « j4.j J- -=- - - - /-- - --- __ -_ __ -�--��^•sT='- .= -161. I ► I MAY
L- - - -_ - �- - - « �_ - « _ _ - - - - -_ - - ".tee= - EIP P INLET W� 1 ►
'? __ EfP -. .... �•- - ". - __ --JE% N"1 W 6i00._ ;2__�.�.. _.. r! T3 34.85 w y, c NEss 1 - - - - - - - _ 4• EATERY DUM STER �*I INV.- 0.34 ct� '1 tyl I 1
Madenhall - NOTE: THIS AREA TO REMAIN _ - - (Base Hearing) M I I
Section 1 I UNDISTURBED w/SCREEN EXIST. STORM SSMH NO. 1 D II I
M.B. 27, Pg. 13 NOTE: DIRECT ROOF DRAINAGE j` adenhall -./STA 6+55 HAR SCALE 1 I �30
DRAIN TO REMAIN I
TO DETENTION POND Future Development n/f RIM 34.0
ZONED R15 M.B. 27Pe. 13 J,e 4 gar• _ I INV. 28.21
Lot 8 Lot 7 1 1 ZONED
ED R15 D.H. 12%,PG. 1660
NOTE: 1.
SEWER GUARDS REQUIRE[ AT ALL MANHOLES.
STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
2.
10' UTILITY EASEMENT PROVIDED ALONG
THE
FRONTAGE OF ALL LOTS.
3.
SERVICES SHALL BE PERPENDICULAR TO
MAIN
AND TERMINATE AT RIGHT OF WAY LINE.
SERVICES 35
IN CUL-DE-SAC ARE REQUIRED TO BE
PERPENDICULAR OR MUST ORIGINATE IN
MANHOLE
AND TERMINATE AT RIGHT OF WAY LINE.
4.
ALL SERVICES TYING INTO DUCTILE IRON
MAINS
SHALL BE CONSTRUCTED OF CLASS 50
D.I.P.
401 PROTECTO CERAMIC JNED.
Z O
J
�y
I{�'A
SPILLWAY
SUMP �- UNDISTURBED
CHANNEL BOTTOM
BOTTOM
• \
TEMPORARY SEDIMENT TRAP TABLE
N0.
AllREQ'D
FROVIDEDI
L
I W
D
1
0.02
36
50
5'
5'
2'
SEE PLAN 51/EEf FOR LOCATIONT'Nw
STONE SECTION A -A
NOTES:
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
2 WSEDIMENT ILL BE NO LL
RAP SSEIOMIT� FE� OF SPILLWAY
3, SPILLWAY DEPTH SHALL BE ONE FOOT.
4. STONE FOGS SHOULD BE NO LESS THAN 6 INCHES
MFI�SIURRELD�POERPENDNIECULARLY FROM THE FACE
5. OOS00 SUMP
IOF SEDIMENT ST�G OW FOR A MINIMUM OF
6. SSSTTTOyRMM TH µDSCLEEANE�D ASIN SNECE NECESSARY CHECKED
ONCE EACH 8 ZiHS).
7. AS To uurt sILTAMW TRAP WILL BE DONE IN SUCH A WAY
25
501 15, 01 301 150, q01
N
Z � u
TOT �
A 0
h4
w � O
I� W
z �0
wW
�ZE
Az o
z
Z P4 w
t-1
O
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04 z
�00
rn vl f-�