20021162 Ver 1_Site Plan_20020723

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GARY, NORTH CAR D U W
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ZONING: I-2 USE: COMMERCIAL ~I
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DRAWINGS: I ~ I ~ ~ ~ c~
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ors ioro~n~r ( I ~ I ~ _ - \
Y LIMITED VNlINElS1~V l10W~~FOFM `L SITE 101 -STAKING PLAN ~ ~ ~
zawr~c w-w a a-z ~w.x~r uwrto c SITE 102 -DEMOLITION PLAN ~ I I E nmc~«o
6 PIpC[L B NOW pt IplEliv ~ pf ~RIY NG: R-MF-f2- SITE 201 -GRADING PLAN ~ 0
c~
SITE 202 -DRAINAGE PLAN " ""~""'~NONEL `a""`"`~"` Z W
SITE 203 -STORM SEWER CROSS SECTION ro„,~~: ~ I ~ I ~~""s°'~° ' NOW OR FORMERLY O
SITE 204 -STORM SEWER CROSS SECTION ~ ~ ~15E ~°""'°m"` ~ ~ SITE ~ lY lY~m VMt11EM5Mb _ ~ ~ I t STAiE~~
SITE 205 -STORM SEWER CROSS SECTION ~ ~ ~ ' SOOCER PARK GRIME PlrNon~re~2~
SITE 301 -EROSION CONTROL PLAN :o ~'+c: R-~o a a-: _ AREA-use ACRES
SITE 401 -UTILITY PLAN _ P<+~E'O ~EMPLORrt10Q cortER
a~~.~ SITE 501 -LANDSCAPE PLAN `O"`~`~ USE-RECREATION
ems SITE 502 -LIGHTING PLAN ~~0.Y ~ P~~~
SITE 601 -EAST CHATHAM DETAILS :o~«HC: a-w. e-: USE:
SITE 602 -ROAD WIDENING STRIPING PLAN no+~ oR row. ~nHao musau ~scocH
SITE 603 -ROAD WIDENING DETAILS X0.5
SITE 604 -LINE OF SIGHT PLAN ZONNW R-b ! B-f ~,p, , DWG BY: TJG
SITE 701 -DETAILS ~ ~ ~ CHK BY. TJG
u+ra-ise ~cvrcs R_
SITE 702 -DETAILS I `~"~o"`~°„'2 20WNC-0@I: A-C. „ . . , . DATE:
SITE 703 -DETAILS ~ P1AN"m 01 APR 02
SITE 704 -DETAILS I
SITE 705 -DETAILS REVISED:
1 15 MAY 02
ARCHITECTURAL _ ~ 17 JUNE 02
PA 301 -BUILDING ELEVATION
PA 302 -BUILDING ELEVATION 9 JULY 02
PA 303 -FLOOR PLANS 25 NOV 02
a
©Copyright 2002 This document and the
design are the property of
s N~~1~35 Integrated Design, PA Any reproduction without
a prior written consent is
£~OZ S ~ 8~~ prohibited.
Dwg scaled for 36x24 plots
s d~OdJ l0~ 1 SaNV113M
VER CO
a SHEET
w APPROVED
TOWN OF CARY JOB CODE: ECSSC
U
APPROVED BY DATE DRAWING NUMBER
U W PLANNING DATE SITE
rn ENGINEERING DATE
3
U N N 02-SP-039 001
U W
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CERT, N0.
W 51063
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1 N CAR G
'~EEIGH,~
NFORMATION PLAN I SITE ARY FC N 0 TOW
`°~'4y RY PROJECT 02-SP-039, THIS PLAN WAS GRANTED A MAJOR SPECIAL USE PERMIT BY THE TOWN OF CARY ~4?`~~ r~~8i TOWN OF CA ~ ~ ,
NING COMMISSION AND THE TOWN OF CARY TOWN COUNCIL, A WAIVER WAS GRANTED (03-VAR-02)TO ALLOW ~~a ~ PLAN
RNt.R Oqp iRq ~ T INTO ZONE THREE OF THE RIPARIAN BUFFER, MULTIPLE FLAGS, PENNANS AND BANNNERS WILL BE ALLOWED ON ~ , ENCROACHMEN
CK ~ FR STANDING FLAGPOLES SHALL BE ALLOWED PER CARY ORDINANCE REGULATIONS. f a THE BUILDING. EE
a ;
• LEM CASTLE i~~"~ ~,l 1• DEVELOPMENT NAME/ADDRESS. SA Y
910 E. CHATHAM STREET 1 ` ,
GARY NC ~ ~ ;~ti • L~ ~ .
3 ~ ~ . _ - - 4 744-17-22-6849 ~ ~ ~ ~ 2. WAKE CO. PIN X0774-17-22-4407 (PORTION); 0774 17-22-6619; 0774 17-22 84 0, 0
~ ` ~ K ~ ` ~
~ \ ` ~ 3. TOTAL NUMBER OF LOTS: CURENTLY - 4; PROPOSED - i ; TOTAL SITE AREA: 7.82 ACRES; ZONING: B-2 CU a o ~ ~ ~ w
\ 0 cp tD N 0 z 0_ r cfl N O i
` ~ ~ \ ` ~ ~ 1 /2 EXIST. R/W ~ \ \ ~ 1/2-91.0' 4. ZONING CONDITIONS, CASE # 00-REZ-37; FINAL CONDITIONS: ~ N cv rn a a ~ - ,
\ t ~ ~ RIGHT-OF-WAY p ~y~ ~ A) USE OF THIS PROPERTY SHALL BE LIMITED TO RESTAURANT, RETAIL, AMUSEMENT ESTABLISHMENTS AND N Z 00 00 0 ~
A HOTEL, ~ ~ ~ I w ~ ` • B A UNIFORM SIGN PLAN GOVERNING THE ENTIRE REZONED PROPERTY SHALL BE SUBMITTED ~ r ~ ~ z
~8 a ! ~ ~ \ ` ~ ~ 1/2-69.0' ) A S CONCURRENT WITH THE FIRST SITE PLAN FOR THE PROPERTY, a MASTER CONCEPT PLAN SHALL L 0 ~ _ X ~ W
° ~ ~v \ BACK-BACK BE SUBMITTED FOR THE ENTIRE PROPERTY WITH THE FIRST SITE PIAN SUBMITTED, THE MASTER PLAN ~ o ~ 0 3
\ ~ PAVEMENT ~ ~ N CT TH ENTIRE REZONED PROPERTY, ~ ~ ~ ~ SHALL INCLUDE A CIRCULATION PLAN WHICH INTERCON E S E ~
~ r~ \ vi ~ ~ ~ + APPROXIMATE BUILDING LOCATIOINS, ACCESS POINTS, BUFFERS, AND ARCHITECTURAL FEATURES SUCH AS F v
s _ \ \ BUILDING MATERIALS AND COLORS. _ a
5 ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD SPECIFICATIONS C
b~~ • 1 _ r ~ sue, , AND DETAILS ~ ~
I ~ ~ ~ ` , , fs~ ~o WOK ~
214.37' CENIERUNE t0 CENTERLINE 6. MAXIMUM BUILDING SQUARE FOOTAGE: 121,000 SF; MAXIMUM BUILDING HEIGHT - 60~; 70' WITH TOWERS CI
~ 46,95' o ~ ~ ` ~ \ ' \ \ SC SOCCER PARK DRNE ` ~ EXIST. PAVEMENT _ I FFICE EoGE 7. PARKING SUMMARY: RESTAURANT AND NIGHT CLUB 254 SPACES (70 SHARED WITH BETA L/0 )
EXIST, EOP ~ ~ UMENT \ ~ \ \ ` ~ + + ~ ~ o ~ - 158 SPACES (89 SHARED WITH RESTAURANT/NIGHT CLUB)
I IYP, EACH ° \ RETAIL Of \ 15X400 SIGHT TRIANGLE OFFICE = 41 SPACES ~
~ C
s7g7r41 a u: , ~ ` 1 I ~ 8. PARKING REQUIRED: 454 SPACES {159 SHARED SPACES)
1 40,00. ~ \
o. D° ~ ~ ~ ~ ` ~ AN E FOR USES WITH DIFFERENCE PEAK HOURS: ~ 9, SHARED PARKING ALLOW C
J 4 35, t ~ / . 2' CONCRETE D
I ~ \ (TYP) t ~ ~ L TYPE "C' o ~p0' g \ ` ' ~ ~ R TAIL 158 SPACES, PEAK PARKING HOURS WEEKDAY - 12 PM - 3 PM E ( ~ ~ PEAK PARKING HOURS WEEKEND - 1 PM - 4 PM
1 J ° 12.5' R I FUTURE ~ENEFER- ° m (iyp} 10.65•
I -ACCESS ° ` ~'~',~p CROSS l`' 21,00' \ 1 ~ ` ` OFFICE 42 SPACES); PEAK PARKING HOURS WEEKEDAY - 10 AM - 3 PM ( 21,00' ~ ~ PEAK PARKING HOURS WEEKEND -NONE
S25'11'41,~ ~ ~ ~ eV ~ W R \ SHARED PARKING - 200 SPACES X 35% = 70 SPACES FOR SHARED PARKING
r\ d W 4 0 ~ 0 7 11 ' SO.pO. N 4 1. (1Ya~ vj 2 R PEDESTAL FO SCULPTURE EACN ~ ~ RESTAURANT AND NIGHT CLUB (254 SPACES)
I \ w sloe) ~ PEAK PARKING HOURS WEEKDAY- 7 PM - 9 PM (RESTAUARNAT) ~ .},a ~ i MONUMENT WALL TO MATCH J
CROSS-ACCESS 25,pp~ ~ i \ ° S?p zp.0' ~ CASTLE FACADE I PEAK PARKING HOURS WEEKEND- 7 PM - 10 PM (RESTAURANT)
~ 2. R RM g of \o° ~ ~R o ;7 ~ n PEAK PARKING HOURS WEEKDAY- 9 PM - 11 PM (NIGHT CLUB} ~ I~
o° d ~ i( 10,00' ~ PEAK PARKING HOURS WEEKEND- 9 PM - 12 AM (NIGHT CLUB) ~ E "B ~ .F.1 N
~ N ~ ~ ~ N 3 a 8 r ? 3.25' 3.25, BLI R ~ SHARED PARKING - 254 SPACES X 35% = 89 SPACES FOR SHARED PARKING ~ VJ ~ ~
I ~ s. Sp' .pp t ~ ~ ' ~ R (~SIANO J 10. ADDITIONAL PARKING PROVIDED THROUGH OFF-SITE PARKING AGREEMENT WITH C.A.S•L...L,L.C. 43 SPACES AVAILABLE
EXIST. I ' 20,0 ' o ~ IMMEDIATELY SOUTH OF SALEM CASTLE SITE,
ASPHALT DRNE 0 $ 9. ~ ~ 35. 5. '
~ ~ Q N ~ ~ , ~ 15' R 40. i t. HANDICAP SPACES REQUIRED - 9; PROVIDED - 9, INCLUDING 2 VAN ACCESSIBLE SPACES r O 00'TYPE A" i ~ L.
~ FFER 4 S.DEWAUC (TYP) 12• VEHICLE SURFACE AREA - 2.90 ACRES
~ I 15'R ~ ~ 8)' R ~I
, ~ . 5,00 S/W (TYP.) ~ f ~ 22.20 22.20' 13• INSIDE CITY LIMITS-YES; INSIDE FLOOD HAZARD BOUNDARY-NO; INSIDE FALLS LAKE OR SWIFT CREEK DRAINAGE AREA-
00' 43. ' .
\ ~ ! 25 T \ e. ~ gyp. 14. SCREENING: ' "r
r N 1 i i I ~ a) ALL HVAC SYSTEMS WILL BE SCREENED FROM OFF-SITE VIEW (n ' - T VIEW
\ e,. ~ y b) ALL DUMPSTER AND CARDBOARD RECYCLING LOCATIONS WILL BE SCREENED FROM OFF SI E IVES ANO PARKING AREAS SHALL BE SCREENED FROM OFF-SITE VIEWS Z
9 i n c) ALL VEHICULAR USE AREAS (DR ) W
i!, ~ ~ ° b o 15. ALL EXTERIOR SITE LIGHTING WILL BE DESIGNED TO PREVENT OFF-SITE GLARE. 0
~ e ~ ~ o a / ° b
~ ~3 $ ° ~S AT MAT RITY SHALL ALLOW FORA 2.5' BUMPER ~ 16. THE SIZE OF THE PLANTING AREA ANO SIZE OF PLANT MATERIAL U
~ OVERHANG FROM THE BACK Of CURB.
i ~ 1 In' 2' CONCRETE EDGE 3.0' RAILING y SEGMENTED INTERLOCKING ~ ~ ~ 17• ALL ELECTRICAL TRANSFORMERS AND SWITCHES SHALL BE LOCATED IN THE SIDE OR REAR YARD AREA OF THE SITE,
o (TYP., SEE DETAIL) ATOP WALL ryg ti~ CO WALL (TYP) THE LINE ~ / zl ~ THE LINE
/ ~ sE ' N DEVELOPER OF SALEM CASTLE IS RESPONSIBLE FOR THE ROAD WIDENING ALONG THE PROJECT FRONTAGE, ~ 18. THE
65.~' WALL WITH 3' RAIL SEGMENTED D nn~Y.~[T! cSaNCR~rE P R AGREEMENT FOR THOROUGHFARE ROADWAY IMPROVEMENTS WILL BE REQUESTED. THE REQUEST FOR
~ ~ 5' W m W ~ W W m 3 RAKING SIDEWALK ~ / sIDEWaK 19. A DEVELO E UBMITTED PRIOR TO BIDDING THE PROJECT OR THE DEVELPER FORFEITS THE DEVELOPER
~ $ y y J6p. + yATOP+~WALLy HORSE I TtPE 'A" ~ ?6,pw y ~PROP06ED y' y y m 0.00' 10' X 20 NORSE D DEVELOPER AGREEMENT WILL BE S
. ~ ~ BUFFER FLAGPOLE 5' TIL r MAX HT. Z ~ p m y y y ~ 0.00'10' x 20 AGREEMENT, DWG BY: TJG 0
~ OF 3) 302 R 75 W W W y y W W W y y ~ I 5. n 0 T RE UIREMENTS: 8" ABC AND 2" I-2 REQUIRED FOR DRIVE AISLES; 6" ABC AND 2" I-2 FOR PARKING STALLS, CHK BY: TJ 2Q,, pAVEMEN Q
~Y J~ W y y y y y N .V W W d W °~-THE DECORAT?VE CONCRETE PAVEMENT BAND LOCATED WITHIN THE WATERLINE EASEMENT WILL NOT BE MAINTAINED BY TH W "
MOAT of ~ SEGMENTED c TOWN OF CARY. ~ ~ DATE:
.WALK MOAT r CONCRETE I r CONCRETE wAU.
21. PROPERTY OWNER; SALEM CASTLE INC. O1 APR O2 910 E. CAHTHAM STREET REVISED:
0 31, ' ~ 50 31,50' CARY NC
1 ~ d _ _ 1 15 MA 02 h-
/ ~WALK~ I 22. CONTACT PERSON; INTEGRATED DESIGN, P•A,
/ ~ ~ ~ SEGMENTED CONCRETE 1111 OBERLIN ROAD 17 JUNE 0 2 RALEIGH NC 27605 9 ~ U ~Y 02
o ~ RETNNNG WALL r' BAILEY 1 r'"'~.. _ ATTN: TERRY GLEASON, ASIA
(OPEN GRASS AREA) ...1„ _ _ 1,635 SF I ~ 1 _ BAILEY I TJG~10-AEP.COM 31 OC 02
/ r ~ OPEN GRASS AREA) I 120. ~ ( o
28.Op' S0 2,790 SF ' ~ _ I- 25 N0 02
I ~ Ff ~ ~ s , cP I
(99,L tih I THIRD F100R Ele3f. SAN. MH 3 . 325.00' DuTUNE
TOP¦~7,97 ~ ~ t^ o B IlN. 9V•43.93/ F ~ ~ FOURTH FLOOR ~ -039 SP .0 NO T JEC PRO F CA Y TOWN
ply, q1T¦ / O OUTLINE 4r
~ i - _ ,
/ -
APPROVED
/ o o F CARY
~ S83'4 r ONE PAIR ~ 81t"E 606,8 _ ~ 32.25' ` 8'GATES 25,Q' g_B O p,V ~ 0 TOWN 0 X2.25
© Copyright 2002
^ ~ / 0 0 36'X36' CONC, PADS a APPROVED BY This document nd the DATE design are the pr perty of
8' OUMPSTER WALLS TO 0 0 2 (FlRE DEPARTMENT USE) N ~ ~ ` MATCH BUILDING EXTERIOR 00 PLANNING DATE integrated Dell n, PA
/ 0 0 ~s G N INEERING Any reproducti°n Without E G DATE prior written sent ~5
/ ~ 0 12' HD-POROUS PAVER 00 SIDEWALK TO SOCCER PARK prohibite . 02-SP-039
_ 0 0 Dwg scaled for 3x24 plots
- J --J
- o EXIST, 20' SAN, SEWER EASEMENT 0 0 H STAKI
o o PLAN
oo
ao
C JOB CODE: ECSS
J-- I --t-- ~ ~ I l i I I I I I I I I I I hi I--~ DRAWING N MB
III SCALE: 1" = 50'
o so goo 150 200 SIT I
10,11

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CERT, N0.
51063 z
P
~pRrk o~~P CAR G,
~ gCEIGH,N
~ . \ \
\ \ \ \ y'~o~~~~u~n~ltth
\ \ \ 0 ABC
\ ~ \ \
\ \ \ \ qt( V ~ ^ y
\ \ RELOCATE POWER POLE \ \ \ \ COORDINATE WITH CP~CL REMOVE EXIST. TREES I r ~ li
\ \ \ \ EXIST. GAS VALVE a ~ W
0 \ ADJUST TO FlNISHED GRADE TE a b.. S ~ 0 RAL N NE E k ~
~r 504 _ , ~ \ RELOCATE POWER POLE ~~'~df!#690 ilk
` \ ~ \ \ \ COORDINATE WITH CP&L
R TURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. ~'Z' i. ALL UTILITIES OR ST UC
502------------- yam., \ REMOVE EXIST. REMOOX I \ CONCRETE DRNEWAY MA LB -REMOVE ~ ~ ~ li MAILBOX
1 S7 ~ ~P \ \ 2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTMTY SHALL 8E DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL a p N ~n O w RULES AND REGULATIONS. ~ ~ ~ N u z
~ ? ~ ~ ~ \ ~ ~ ~ ~ \ OVERHEAD OVERHEAD APPLICABLE N N rn a a
- - - ~ ~ UTLITY LINES " " 500 ~ - - ~ ~ ~ ~ \ \ TO BE RELO UTLITY LINES P RATIONS FOR USE A5 LANDSCAPE MULCH. ~ U ~ d TO BE RELOCATED 3. CONTRACTOR SHALL CHIP ON SITE TREES DURING CLEARING 0 E ~ z o0 0o p
PROVIDE 1,0 TYPE C BUFFER ~ ~ lI ~ ? ~ ~ ~ . ~ ~ \ \ \ ` \ COORDINATE - 1~ PINS \ COORDINATE WITH CPdtL ~ ~ ~ ~ w
~ 8 _ ~ \ _ - IN TALL TREE PROTECTION FENCING PRIOR TO BEGINING CLEARING OPERATIONS, ~ ~ rn m ~ Z 4. S rn ~
/ _ ~ OS _ ~ ~ ~ _7`2" APACE ~ ~ ~ RELOCATE POWER POLE r HIP MULCH STOCKPILES ~ o - X 3 W ~rY ~~3 ~
ORDINATE WITH CPdtl 5. STOCKPILE TOPSOIL AND W000 CHIPS ON-SITE WHERE SHOWN ON THE PLANS. TEMPORARY WOOD C ~ SHALL BE TURNED A MINIMUM OF ONCE EVERY TWO WEEKS, OR AS NEEDED, TO PREVENT CHARRING OR COMBUSTION. ~
18 PINE ~ \ / / ~ PINE ~ ~ ~ ~ ~ \r- ~ ~ \ ~ ~ W ~ \ ~ IN XISTING BUILDINGS OR OTHER STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS OR ASBESTOS =
~ 6. PRIOR TO DEMOLISH G E
~ A T ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES, ~ MA?ERIAL. CONT C a
~ -4~~-(-`-SSg~ ~ R EXIST, ~ \ " p \ \ ~ PINE _ WOODEN PRNACY FENC~f ~ ~ ~ \ \ \ 24 PINE ~ FUEL TANKS, AND SEPTIC SYSTEMS. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL C
\ R ULATIONS. EG N~ { -Q PP TO PROTECT ANY UNKNOWN C~7
II 9 ~ _ a \ \ 72 'Q I l 492 ~ - ~ \ - - - 'r'- ~~l r ~ , 'r?-' 1~1 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXCERSIZE REASONABLE EFFORTS i
I + ~i - 10 PINE \ \ O o ITATE 'O UNDERGROUND ELEMMENTS. nOTIFY THE ENGINEER IF ANY UNKNOWN ELEMENTS ARE DSICOVERED THAT WOULD NECESS i ti
~ ~ E ~ ~ ~ 1 c~ o ~ Y ~ ~ MODIFICATIONS TO THE PROPOSED DESGIN. ID
~ .490 - 1 ~ ~~---------n-- o 495 , ~ _ f o .f- \ \ ~ ' - _ _ ~ ~ ~ X506 a1
PROTECT ALL ADJACENT PROPERTIRES, THE GENERAL PUBLIC AND ALL OF THE OWNERS FACILITIES. SHOULD DAMAGES OCCEUR, - _ _ _ ~ ~ ~ ~ 500 REPAIR IMMEDIATELY AS DIRECTED BY THE ENGINEER. C ~I
~ I~` _ - -30"-PINE ~ ~ \ 1 a~ ~ T
/ - ' ~ ~ 488-- ~ ~ \ ~ ao 1 \ - x_496 RK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS. - - - _ ` 9. ALL WO
, ~ OVERHEAD ELEC.
~ ~ _ _ - - 48fi - ` ~ ~ ~ ~ ~ ` REMOVE HOUSE _ _ _ - TO BE REMOVED 10. EXISTING SURVEY INFORMATION WAS TAKEN FROM A SURVEY BY GLEN D. WARD & ASSOIATES.
I i ~ /l ~ ? ~ ` ~ \ 1 .CHATHAM - _ - ~ f~ 1 \ ~9 0 E REMOVE TREE (TYP) - 494 11. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC„ TO REMAIN SHALL BE ADJUSTED TO MA
i ~ PROPOSED GRADES.
- - 12. THE TOWN OF CARY IS NOT RESPONSIBLE FOR THE ABANDONING OF THE SANITARY SEWER.
~f ~ ~ \ ~ 'C"' 492 ~ ~ ,C,..
I I I REMOVE A ~ ~ 4, J I ~ ~ ~ v rn ! , ~ EXIST, WELL ~ ~ ~ ~ ~ \ ~
/ I W
~ l I 11 \ \ L
N ~ ~
/ 1 + 1 v vv A ~9
~ ~ o ~ ~
' ~ / 1 ~ / ~ / ~ \ \ \ l \ 1 ~ \ \ \ \ \ \
~ ~ \ ~ 0
~ I / ll ~ v v vv v A~ ~ L.
\ \ - \ ~ RS
~ 'III ~ \ \ \ ~ _ ~ ~ ~ \ f I f I _ _ ~ ~ ~ \ \ 15 APPLE I 1 I ~ \ \ - - 72" FIG \ ~ ~ 15 APPLE
~ ~ / 11 \ ~ ~ \ ~ ~ \ X
l ~ 1 r ~ \ ~ ~ ` ~ ~ EXIST. SAN MH` ~ ~ R~6 ~
r- \ ~ ~ , ~ ~ , ~ _ _ ~ ~ ~ D SEWER ~ ~ ~ A~ ~ I \ ~ ~ -TO~EABANDOI~ED ~ S ~ ~ ~ ~ \ \ Ads O
\ ~ ~ _ ~ ~ \ ~ ~ ~ EX15T+N 8" SA . ~ \ ~ \ - - - - - 3 SW G 3 SW GUM W
~ ~ ? ~ TO BE QNED ~ ~ ~ ~ ~ M \ \ ~ ~ ~ ~ SWE 1 SWE UM ~ n
/ ~ ~ a \ / ~ ~ I ~ `2 X20" SWEETGUM 0
r`
~ 6 As tQ ~ C~
~ n / , ~ i 468 j _ ` "'ss--~ ~-ss ~ / I \ ~ ` ~ \
a ~ / / , / ~ , - / / T6 BE-ABANDONED I / ! \ ~ A~0
A)
' i'~ i / / ~ _ ~ ~ l o ~ ~ \ \ \ \ \ I I A I EXISTING 8" SAN. SEWER I ` ~ TJG DWG DY.
/ / ~ ~ II I a ~ , ~ , ~ ~ / - - - - % / 1 ~ ~ \ ! S TO BE ABANDONED I ~ CHK BY; TJG
a~ / / / ~X1sf1 .SEWER / , ~ ~ _ / / I I I I I o ~ x~ ~o ~ ~ 6
~ i' ~i' / / TO ABANDO ED i' I l 1 I ~ M X 6 A~ ~ S
DATE:
a ' ' / / / / NITARY SEWER EA ME~t~~' / / / 1 / o ~ ~ / / - - EXISTING / , / / - ~ I I W RSA 01 APR 02
" ' ~ / ~ T, PROP / / ' P, ° REVISED: " PI
a6~ ' ~ ~ ~ LIMIT 10F SAt~ SFIMENTf0 / / ~ ~ Jl f / / ~ 1 O PI 1 15 MAY 02
6 ' ~ _ ^ / BE Af~f 00 OVE ) / / _ ~ ( ~ ~ 18" P 6 1~ / / / _ "P 17 JUNE 0
~ I 1
a , / ~ / ~ ~ v I I ` 9 JULY 02 ~ ~ ~
~ t 25 NOV 02
' ~ APPROVED ~ 1 1
~ ~ ~ TOWN OF CARY ~ ~ ~
~ ~
a ~ / i / / , / / , / / / / / \ \ ~ 1 \ i ~ APPROVED BY DATE ~ ~
a~ ~i / ~ , / / ~ / / ~ V A\ \ ~ 1 \ ~ ~ PLANNING DATE
B _ / / / / / / / / / i / / \ \ \ \ \ ENGINEERING DATE
a~ ~ ~ / , / / / / / \ \ \ 8 MA LE
~ 02-SP-039 _ ~
~J ~ / / i / / / ~ ~ A A A / / / ~ \ ~ / / / / / / i ~ ~ / / / / / ~ ~ \ ~ ~ \ \ \ -45"- TWIN R
~ a~ / / ~ / ' / / / / / / / / / / ~ ~ \
ti / / / / ' 7" PINE / / / / ~ 8 ~C ~ _-476
/ / C Copyright 2002 _ o
/ a~6 5~~ 60 a i / ' / / w / / - - 478 This document and the _ design are the property of
a a a6~ a6 6 , / / ~ / ~ z ~ / Y / , , ~ ~ \ ~ ~ 24 RlNE. - - 478 Integrated Design, PA
~ a a / / h ~ o / ~ w ~ ~ \ ~ ~",`SWEETGUM Any reproduction without ~WEETGUM prior written consent is
a REMOVE , anti / ~ % a us N ~ ~ 'a a ~ ~ ~ ~ ~ " R 480 ~ N ~ ~ ~ / ~ ~ / ~ x > 1 OPIA 'OPLAR 480 prohibited.
M EXIST. FENCE 1 ~ a~ • ~ v ~ Dwg scaled for 36x24 plots
M / / / / ~ / ~ ~h ~ 87 N 83 4811E 606.8~;r'ni"~ o ~ \ \ i'S SOAK ~ , / / ~ / ~ / >x ~ 0 m "'O"`~9.r s \ ~ 482 4$2
N ~ e / / / / N ~
/ I / / v S / / N / / / / / / / ~ ~ ~ A~ X~ A~ DEMOLITION
~ / ~ / 1 ( 488 ~ A ~ ~ / ~ I ~ ~ ~ PLAN
m
3 JOB CODE: ECSSC
ui
Q nneunr,lr A1I111DCD
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U CO E, 1 = 50' UMMUINU NUIVIULI\ SCALE:
U U
W 100 150 200 SITE 0 50
3
U N 102
N U
W W

- i
2 3 4 5 Eo DESK
P~ ~tECi PAN ~0
~ z~
~ ~
NOTES ~ - RADIN{~ ~ o G f a 51063 2
Rare 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN
r ~ ~ ~K ~ AN THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS, y°Rr o~\`'P OF GARY D x cna G
Rq CEIGH,
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL
~ EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ~~b~eN°°~0~~°~AAa~ ~ ~e® p~~~r~ P~~
~ bra °
~ 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND e„o b
NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING r ~ CONSTRUCTION, ` ~ . ~
. ~ 4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY GLEN D, WARD & P ~
~ ~ ~ ~ ~ C.I. ASSOCIATES.
` \ ,T - 75 + ~ ~ PROP, C_I. # 13 . ` _ Q ~ ~ \ TOP-505.2 ~ OF BUFFERS AND "JA`s ~sa~ ~~ga~w
~ ~ ~ PROP. 95 \ ~ ~ ~ INV IN=499.B3 e ~ ~ ~ RCP®0.5 ~ , ~ o VOUT=498.25 ~ ~ 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE O T MINIMUM 2~ TRENCHES ALONG THE LIMITS OF ~5
~ P. 4 FRCP STREETSCAPES, THE CONTRACTOR SHALL CU DISTURBANCE, TO CUT RATHER THAN TEAR, ROOTS,
` \ ~ ~n ~ ~n ~
PROP. D.I. X11 ~ ~ 504_ ~ PROP. MH/JB X12 \ ~ ~ -4 t 5 HALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK o cUO ~ c`~v a z 6. THE TREE PROTECTION FENCING S ~ ~ ~ N ~ Q
TOP=485.75 ~ . ~ " ~ \ , ~ ~ \ TOP 9 .6 IN=482.55 - _ _ ~ ~ ~ ~x\ + ~ ~ INV IN=488.25 INV - I ~ ~ ~ ` ~ ~ \ ~ ~ ~ ~ ~ ~V OUT=487.40 IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY ~ N N of o. ~
INV OUT-481.05 502------- ~ ~ ~ ~ P LF-15" RCP (CO} IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR 'L U ~ ~ ~
PROP, 76 LF-18' RCP®5.3% ~-mot, ~ ~ ~ g%o ~ \ THE CO. ~ Z m I W ~ W
f ~ ` ~ \ M ~ \ ` \ \ ~ ~ ~ z ~iRpgD N COVER WILL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 „ 3 z
500/ ~ - - ~ \ ~ ` ~ \ ~ ~CK 7. PERMANENT GROU D _ ~ x W CALENDER DAYS WHICHEVER IS SHORTER, ~ ~ ~ a 3
PROP. D.I. 10 ~ ~ ~ ~ ~ ~ ~ ~ ~ + # ~ \ TOP=483.75 ~ ~ ` U ~ ~ w
' INV IN-477.05 ~ - ~ ~ ~ ` ~
INV OUT-476,95 ~ _-----r-_ _ ago ~ \ ~ ~ ~ + ` ` U ~ ~ ~ 4 ~ ~ \ ~
PROP, 75 LF-18 ~ - ~ _ ~ ~ ~ ~ 1` ~
D ~ ~ ~ - \ ~ "CSI
~ - 494- ~ ~ ~ ~ ~ ~
PROP, 0.1, #9 ~ ~ / _ - - ~ ~ - TOP=479.75 p9 ~ ~ _ - - ~ \ ~ ~ ~ ~ Q
INV IN=472.83 l , a92 j-- ~ ~ ~ ~ ~ -
INV OUT=472,00 ' _ BIO- \ _ I ~
PROP• 50 LF-24" ~ ~ ' ~ ~ I ~ a RCP®5.3% 4 ~ ~ ~ ~ - 90 _ - - 0) 1 - - - - ~ ~ ,;sos ~ v~ - ~ ~ ~
/ i ~ ~ I ~ St la ~ _ ~9 - ~ ~ t SOD ~ C
/ '~r _ _ _ _ 488 _ _ _ ~ -496 \ _ ~ / ,
PROP, D.I. 2 / - ~ - - 3 ~ PROP. D.I, X28 ~ ~
TOP=477.75 ~ ~ _ ~ ~ 497.0 TOP=489.75 ~ ~
INV OUT=474.55 ~ / ~ _ X486 ~ ~ ~ .0 ~ j ~ ~ - ~ X87 _ ~ \ PROP. 90 LF-15 ! - - - ~ ~ ~ ~ ( ~ ~ \ ~ ~ - _ _ - ; - _ 494 INV=485.5 "
RCP~LO% ! f ~ ~ ~ PROP. 75 LF-15
RCP®3.9% 1
/ _ \ ~ 10 NTI N \ o - ~ ( E SIT ~ _ - - PROP. D.I, X27 j ~ TOP=487.75 ~
I - l _ INV IN-482.6 ~
a I I ~ ~ ~ ! ~ INV OUT=482.5 " ~
~ / / 11 _--ae _ ~ ! I 11 / / ~--w ~ ~ ~ PROP. 80 LF-15 ~ ~ RCP®2Ax
~ ! ! 11 ~ "~,g4.~ •o~ ~ - I AREA- {S - ~ - W'
TOP=478.0 v / I ti8 ~MFNT I _ - - ¢y PROP. D.I. X26 - ~ o W TOP=483.4 r" L.
INV IN=469.35 ~ i ~ a I ~ w~ ~ INV IN=480.93 N
INV OUT=466.18 / / - NTi(1;N ~ I ~ INV OUT=480.68 ~ _ VJ ~ _ PROP. 95 LF-18
~ OP. 30 LF-t4 ~ E RC~®0,6% ~ l ~I ~ ~ ~ _ ~ ~ w ~ _ _ ~~D - RCP®0.5% a9D 8
~ ~ ~ ! / 1 I - _ ~ ~ ~ w PROP. D.i, #31 y
F.E,S, ~7 h ~I I 47S - ~ ~ ~ w INV-466,0 ! + ~ a ~ ~ ~ \ w i ~ TOP=485.75 - INV IN=480.2
~ y. I ~ 479, ~ _ BI R ~ I ~ \ ~ BI R ~ A INV OUT=480.1
LF-18" >L \ xs PROP. 60 s RCPA0.5X
r1! / ~ ~ \ 479.0 479.0 x PROP. C.I. 30
a / ~ PROP. C.I. #6 ~ ~ ~J~~ a ~ 89 ~ ~ TOP=486.6
TOP=475.5 / / ~ 6 ~ 4~R - ~ ~ INV IN=479.8
INV IN=473,00 / r ~ ~ S I INV OUT=466,16 ~ r ~ - 2 ~ s INV OUT=479.7 e 2 PROP. 25 LF-18" N
C PROP, 20 LF-15" ~ _ _ ~ ~ I i' ~ 4 6.0~~ RCP®0.5% Q
RCPAO. y ~ * ~ ~ ~ 1 / ~ ~TW 4.0 ~ g / ~1 ~ <s ~ ~ ~ BW 78, J i ~ ~ ~ ~ - \ I 47 . ~ F.E.S, #29
Z \ INV=479.6 ~ 9g ~ n
INV~4 4~ / ~ ~ - 5 i i ~~1 ° Y.I. (~29A a,
TROL STRUC ~ 4 ~ / ~ _ - - - _ _ - CON ~ ~ _ _ _ , / ~ ~ ~ TOP=480.25 ~
68.0 ~ ~ - _ - _ I I ~ 415 i _ \ ~ ~ ~ I 141=462.0 ~ \ rj~ INV OUT=4755 18" ' PRQP. 50 LF
~ ~ ~ TILT Yl~ ~ RCP® 0.6X
i O0.5X 4~4 ~ INV=4 0~1 ) ~ / / _ r 475.0 5.0 \ F.E.S 29A
F.E.S. ~3 p~2 , ~~i~~ ~ / / r 1 1 I o INV=461,87 ~ ~ ~ i~ ~ rr i d 1 s ~ 1 ~ ^ ~ '~S INV OUT=475.2
/ i ~ , ~ - I ~ N D E / i / / / D E ENS sjA PROP. C.I. X25
p'10 ' ~ ~ / / / ~ ~ ~ ~ ~ ~ / / / I 434' EN, ~ ` / 4) TOP-481,0 - OUT=475.8
ROP. 32 LF-15"
- / / 1 ~ ~ , / ~ ~ 473.0 BW 473,0 CPA1.9X
/ _ -/r J / TW 482.0 , ~ ~ - ? ~ - ~ ~ ~ BW 470.0 ROP. C.I. X24 DWG BY: TJG = 1
454 j/ r F.E.S. X22 481,0 ~ ~ - - r , ~ ~ 470, _ 4 .7 TW ~ / ~ ~ ~ ~ INV-410.35 80 TOP 48 .0 ~so.7 Tw ~ INV IN=475.2 CHK BY: TJG ~
45'l ~r ~ C ERUNE P P. 40 LF INV OUT=475.0
~ ~-/'/r ~ ' ~ 48" PIPE ®0.6% ~ 1 PROP. 12 LF-15" ~ RCPO0.6X DATE:
/ i r ..J
_ ~ ~ F.ES. ,{23 1 APRIL 200 INV=474.9
i~ ~ l l r /r ,r r w BW 474. _"'~r--1--..~..~ REVISED: _ 2 . o'
5 , ~ r I / l ~ - ~ / / / TW 477,0 ~ p5 / / r r 4X1. ~ L ~ - - - / ! ' ~ ~ ~ D FL, EL, 511,0 - - _ DRAINA 1 15 MA 02
p / / / / , 7,250 BC rJ -_J p5 i / ~ ~ ~ 4TH FL, EL. 526,0 480.0 / r r , ~ ~ 480.0 MEN 17 JU 02
'1 ~ rr~~ / / r ~ OCK _a'4`\ 9 JUL 02
p5 ~ , r ~ / ~ ~ / / ~ FIRST FL. EL. 481,0 r r / ~ i . ~ - pyti r / , / r SECOND FL EL 496.0 _
r r 1 ~ 481.0 - , r / / .00 481.0 461.0 76~ ~ ~ 19 AU 02 _ ~
~ / / / / / L ~ 481.0 481.0 p ~ 1/ r / , 0 r 81.0 02
pg5 $ p r r / r r 80.5 30 OC I _ APPROVED ~ - 478 25 NO 02
F.E.S, 32 p5 a5 p52 r ~ - ~ p55 ~ lNV-462.85 p60 p1~' / i TOWN OF CARY
PROP. Y.I. #17 pOti 4 .50 / ~ ~ aeo 27 JAN 03
TOP=467.75 ~ p of ~ ti / ~ ~ ~ ~ B INV OUT=463,0 / ~ p~, ~ ~y T , 0 ~ ~ APPROVED BY DATE 3
h ~ 6 PROP• 15 Lf-15" f,E,S, #15 PROP, C,I, 16 / ~ ~ / ~ a~ pg0 °0 ~ ~ 4S2 25 FEB 0
-.BGP®~% ~ INV=467.0 TOP= 3.8 / / / r / ° ° \ ~ PLANNING DATE
....~V IN=q, 8.45 / / / PROP. D.I, #18 00 ~ _ ~ 'a 7 / I / I ~ _ 488 ~ ~8 `F~ ENGINEERING DATE ~ A
INV 0-ll TT4'89:2 ~ ~ / ! TOP=479,8 ° PROP, DZ. 9 Age PR PROP. 20 LF-15 ! / INV IN=470.00 ° A6~ PR P, D.I. X20 02-SP-039
/P~1.0 / I / r ° TOP=479.8 ~ TO R T ^-1- ~ INV OUT=469.9 / - F ~ I I / '--1 " ° INV IN=471.30 IN TO =479.5 IN OUT=4721
- _ I / I / -...,POP. 172 ~ 15 ° INV OUT=471.20 ` P C - _ _ / I I ~ / RCP O'8~'lr ° ° ~ ~ POP. 57 LF-15"
_ - - I / I I ~ 1 / PROP, 95 LF-15" ~ R P ` R P®1,4% ~ \
y © Copyright 2002 ~ ~ This document nd the
-J ~ design are the p operty of
/ / 1 / o ~ ~ / ~ ~ / - L _ - 9p ~ ~ ~ Integrated Design, PA ~ Any reproductio without
/ - - _ ~ ~ / r 1 ~ ~ prior written c© sent is
~ ~ ~ ~ prohibite . -y_
~l / 1 ! 1 I _ ~ Dwg scaled for 3i x24 plots
/ / / / ~ ~ / / I ! / V _ _
I ! I I / / \ i ~ - ~ ADING'~ ND GR
! / / / STOR
~ / / / / / / / ~ f ~ ~ DRAINA E
LEGEND / CONTROL EROSION / ~ ~ ~ PLAN
/ ~ ~ I I i I I~~ ~ / ~ '
JOB CODE: ECSSC
STANDARD CATCH BASIN/YARD INLET PROTECTION
nRAWING N MBER
SILT FENCING SCALE: 1 " = 50
TEMPORARY DIVERSION DITCH
o So ,oo 150 zao SITE
TREE PROTECTION FENCING ,
20"1
TEMPORARY SLOPE DRAIN

2 3 4 5 p DESK
~E GN i ~.P ~~N~tECi~~ I
P A ~ ~
Z ~ CERT. N0.
0 a 51063 g
~ ~
~ •y P 0 ~ RlH CARO~'\
? ~ Rq ~G• I LEIGH,
fH
? ~ fr f r
a ti~ 'o.,; xid
~ZR OAO TRq ~ q ~ I
CK ~ ` r N~KI ~ K 'J ~ ¦t . ~ x
w •
~ ~ .a'i e a b ~ A . ?'f~ ~
` ~ `
4
~ ~ ~ ~ I~ I~}• ~ ~
~ ~~I t! ~
i N G NOTES GRAD ~ - °oo a I,~I
~ j 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN ~ ~ ~ N ~ z li
~ ~ ~ I! ~ i u a ~ OF CARY AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS, v N N vi a a t7 M N
ii ~ ~ L U 00 00 p
~ ~ ~ ` \ ~ ~ HAV NORTH CAROLINA ONE CALL 1-800-632-4949 LOCATE ALL ~ Z rn ~ I ~ 2. CONTRACTOR SHALL E ( ) ~ ~ W
TR CTION. ~ L rn rn Z ~ EXISTING UTILITIES PRIOR TO BEGINNING CONS U rn 3 Z
\ ~ • X ; w TION AND DEPTH OF ALL EXISTING UTILITIES AND ° ~ v ;
? \ 504, ~ I ~ \ ~ ~ + ~ \ 3. CONTRACTOR SHALL VERIFY THE LOCA ~ ~ ~ ~ i NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING ~ '
- ` ~ \ ~ ~ I ~ 4 AR ~ W CONSTRUCTION.
U K
~ - ~ ~ A Y BY GLEN D. WARD & a 4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM SURVE
~ p DI AR 500 _ ~ 1 AREA ~ ~ \ ~ \ ~r~ C RogO r ASSOCIATES.
16 784 SF ~ 7 _ ~ ~ ~ ~ ~ ~ ~ ~ , 0 o ~ ~
\ ~ + 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND O
` STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE LIMITS OF 'O ~ ` DISTURBANCE, TO CUT RATHER THAN TEAR, ROOTS.
I _ - , ~ - ~ ~ ` ~ ~ ~
i ~ ~ - - ~ - ` ~ ~ 6. THE TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK DI
~ \ ~ ~ TI N PRIOR TO THE CERTIFICATE OF OCCUPANCY ~ ~ ~ ~ ~ ~ IS COMPLETED AND THE FINAL SITE INSPEC 0 C
/ - - - - +494" ~ ~ ~ \ ~ ~ ~ i _ ~ ~ ~ ~ ~ CO IS SCHEDULED, THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR ~ - ~ O I'
A / _ ~ ~ 1 \ ~ ~ THE CO. ~ ~ ~
I \ ~ - - 492 ~ ~ / ~ I 11 A ~ I ~ I BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 j
17 / ~ \ ~ \ 1 7. PERMANENT GROUND COVER W LL 1 I , ~ \ ` ~ CALENDER DAYS WHICHEVER IS SHORTER.
- ~ x;50 s ~ ,
` 500
k9/ - _ ~ \ 1 \ ~ ~ - 488 ~ ~ - _4a ~ - -496 ~
i
ON-SITE/OFF-SITE I ~ 6 / ONE-YE4a PR /lND - - r
DRAINAGE AREA / 48~-- BREAK rnN / \ ~ ~ 1 1 \ \ - - 494 494 ~ ~ ~
~ SITE PRE-DEVELOPMENT DISCHARGE Q1 = 20.7 CFS 1 _ ~ ~
/ / _ 1 \ 1 SITE POST-DEVELOPMENT DISCHARGE Q1 - 20.4 CFS r I~
r ~ i N
~ / 2 I
/ ~ ~ ~ ~ 10,186 F ~ ~ I AR D N28 EA
--48 \ \ sg i ri ~ ~ ~ - - 5,325 SF
A / ~ \ \ AREA 2 / / 1 ~ / - ~ ~ 12462 SF ! - - - ~ 1 r I y
~ I \ \ o p O , \
a / / 25, SF ~ ~ ~ 4 ~ ~ ~
!r - ~ \ \ - \V
~ r 1 I / 80 ~ AR A~ i 8
~ ~ _ _ ~ ~ DI 26
~ ~ 47
~ I 6 ARIEIt` - ~ x ~ , ~ ~ ~ D ~ - _ \ \ ss I ~s
~ \ ~ 12925 ~ ~ ~ ` ~ ~ _ ~ \ ~ - ~ ~ AsS A ~tS
Z W
` v I ? ~ ~ - s " ° 9,70 S ~ ~ ~ ~ ~ ' ABA ~ w
s r. O
/ ~ ~ a68 r; 92 1'` A ~ s ~ ~ ~
/ p - -ice' i \ ~ \ ~ f
/ A 6 ~ ~ ~ / ~ Abp i ~ A / ~ \ ~
DI #30 AREA
Rya ' / ' ~ ~ ' ' _ ` ~ r~ \ ~'1 12,750 SF
i / u / ~i _ _ / -
A~ ~ AR
~ ~ ' ~ R66 ^ ~ ~ ~ - ~ \ \ AREA 22 9,800 SF I RJR T- - 1 ~ 1 \1 ~ 53.28 AC 1200 SF
i /i / / i I ,~2 AREA ~ I I s TJG ~ A, DWG BY:
ti ~ R1 ~ ~ - 2,400 F ~ ~ 1 1 4's / / / r i ~ A 6 's ~ ~ CHK BY: TJG
Rip ~ / / r~~~ / ~ 47 i Y~r A ~A `gyp,
i ` _ / / ~ / 4:72 - DATE:
a6 ~ - / / 1 \ ~ ri / ~ ~ ~ 15 MAY 02
I REVISED:
~ ~ ~ I~ ~ 1 15 MAY 02
~ ~ 17 JUN 02
~ \ ~ 9 JUL 02
Ry ~ , ~ _L I I l ~ ~ I'
I / / / / --F---.L_~ I 19 AUG 02 I
/ I l / i~ / / / L ~ ' Ay6 / ~ / / / / I ~ r, 12 SEP 02
A ~ / / / / / / ~ J DI 1~ARElt-J 25 NOV 02
/ / ' / / 6578 SF 5971 SF Aye /i / / / / / / -47q,\ - -47 4,
/ J/ / / ~ / I ~ _ 27 JAN 03
- / / / L ' 25 FEB 03
- A / / / - / I' _ ~
56 / / / ' / ' A Aye A6o ti 6A / / _ _ R6 A / 478 - a7a
R66 6g' ~p ~ / / A A / ~
I 1 AR a ~ 7 ~ 480 --480 APPROVED
19516 SF ~ R / o / ti \ \ / / p,0 /
/ / / / ~ ~ / 0~ 87 \ ~ / / ~ / / / ~ / a g ~ 482 TOWN OF CARP 482
© Copyright 2002
/ / l / / ~ ~ ~ \ ~ X~ AAA A APPROVED BY DATE This document and the ~A
/ l 1 / I ~ ~ I 9~s / 'I` / ~ 10496 AN N I N G design are the property of PL DATE r ted Desi n PA Integ a g ,
/ / I I ~ / / ~ 1 / I I ~ / RING Any reproduction without ENGINEE DATE
I / / / ~ - _ / I I I ~ ~ / c \ prior written consent is 02-SP-039 prohibited.
Dwg scaled for 36x24 plots
/ / ~ -I- / ~ ~
DRAINAGE
AREA M
/ ~ 1 ~ / / -
~ doa coax ECSSC
DRAWING NUMBER
1,1i Ij Ij SCALE; 1 50
0 50 100 150 200 SITE
202
•
'I 'I IINi~ f !fF i~ ~~?1P1 lz~ 71-1111,

~I 5 DE
3 4 QED S1G P NITECT N
P~ ~0 ~
Z $ ~ CERT. N0.
51063 z°
P r ~~qTh 0~\~
53 cns Rq
LEIGH, D.I. INLET-477,75
BOTTOM BASIN-477.00 ~~~tcw~~yi~q
\ (V
\ N s _ ~ ,
\ ` a...: ~ N:C: DRAIN a FRE
~ * 11~ ~ x cL:.:. 41~V; :472.70
s n~ it
RAIlRg40 ` ~ 1 STORM INV. OUT - 474,55 27 ~
~Ok \ ' DI 2 810-RETENTION PROFILE NTS - ha4~"~
D.I. INLET 485.50 5 ~
BOTTOM BASIN-484.75 E ~ i
144' o c°o coo c`~v o Z Ns
` Q'r cflN V Z i Q - CN N~ d d
. ~ \ \ D,I. INLET-479.5 0 ~ ~ FRENCH DRAIN - ~ ~ w o
~y\ \ BOTTOM BASIN-478.75 ~ a INV,-480.75 Z of ai I I o ~ W
. ` °r rnrn~ Z rn 3 ~
\ ` ~ \ z m r- _ x 3 w
~ ` STORM INV, OUT-478,60 ~ ~ ~ 3 ' ::::::::o::o:... ::::::~REN~:H: i~f2Af~J::::::::
h CI 14 w fNV::~:-::474;70:::~::~::~
~ ~ ~ , ~ ~ DRIANAGE AREA-5,605 SF \ ~ 4,975 SF PAVT - R F NT DI X31 BIO RETENTION .
~ ~ 'e ~ ~ ~ ~ ~ 630 SF GRASS a Q
~ ~ T325 SF BIO REO'D \ ~ STORM INV. OUT - 472.00 C cn
\ 504 I 1 DI ~9 BIO-RETENTION PROFILE NTS
~ $ _ ~ ~ \ DRIANAGE AREA-9,020 25' ~ 0
S ~ \ \ ~ , 8,230 SF PAV T \ pp_ _ _ _ _ _ _ _ - - - ~ \ ~ ~ \ 790 SF GRASS .I, INLET-480.25 'v D ~
~ \~~P ~ \ ~ ~ F BIO REO'D ~i ~ ~ ~ 533 S FµN, 165 BOTTOM BASIN-479.50 eo
r _ ~ ~ ~ ~ I ~ n~+a v~
f 500 ~ - - - ~ ~ ~ ~ ~ \ \ ~ ~ ~ ~ 7 ~ ~ ~ ~ ~ ` ` ~ ~ \ + N
f _ ~ ~ \ ~ - 485,75 c D.i, INLET
BOTTOM BASIN - 485.00 0 ~ ~ FRENCH DRAIN ~ a ~ INV,-475.60
~ ~ ~ \ ~ ~ 15'X400' iV 0 (400' N "
N~:: INV:: -:::4~78;70::~::::~::::::~::::.
_ v _ ~~:.o.::.. -......FRENC.H..DRAL " ~ ~ STORM INV. OUT-475.50
/ / - - - - -494- - -Sys ~ ~ ~ ~ V
~ YI„~29A BIO-RETENTION PROFILE NTS
DRAINAGE AREA-7750 SF a9 - - - ~ \ ~ I 1 ~
3 850 SF PAVT ~ / / a RASS ~ - ~ t` , ~ S R - - 1 I ; ,1- 3,900 SF G ~ / / i ~ ~ ~ ~ , STORM INV, OUT - 476.95 r
, ~ / _ 10, SF GRl~SS ;,,,`50s 1 SF BIO REQ D as0 - - - - - - 31 / _ - a-+ r-
/ / , ~`~500 DI 10 BIO-RETENTION PROFILE NTS 30' In
a~ _ _ DRIANAGE AREA-5,325 SF / _ 468 - ~ ~ - - iF Y,I, INLET-467,75
W ~ \ _ _ _ 1,646 SF PAVT 3,479 SF GRASS 125' BOTTOM BASIN-467,0 (v
/ o ~ R ,0 ~ ~ ,pQ. ~ - ~ ~ 177 SF 810 EO I
AREA 2A ~ - _ _ - 496 0 ~ ~ ~ ~ \ 494 13,400 SF / _ - - - ~ ~ ~ ~ ~ _ _ -J- ' N
10 250 SF PAVT ~ ~ 1 ~ ~ DI 27 / J - T ~ pR INAGE~ 22 ~ - ~ -1 188 SF - ~ I
3,150 SF GRASS 1 _ _ - - - ~ ~ ~ \ DRAINAGE AREA 0, D.I. INLET 485.75 0 o FRENCH DRAIN ~ BOTTOM BASIN - 4$5,00 ~ d INV.-463.2 ~
AN J - - ~ 1V, 1 SF - F PAVT 6,850 SF UNM _ - _ _ 7,097 S , v 53 0 S G S~ _ R D ~ r ` _ ~ ~ ~ 3,091 5F GRASS 701 SF BIO EO ~ ~o ~ - ~ 1 21 F 10 D 492 o Q
1? - ~ / \ 533 SF BIO REO'D ~ N ~ L
I ~ / \
IF ' ~ I / 1 ll ~ ~ ~ ~ - ~ - ~ / ~ ~ DRIANAGE AREA 6,150 SF STORM INV, OUT-463.0 a.. ~ :::FI~E1~~H ::Df~atN,.-
~ / I !I ~ ~ ' / ! I , _ _ \ ~ ~ ~ I '90 4,850 SF PAVT o:. :.:~::IHV -48:1:25::.. ~ BIO-R T NTION PROFIL NTS ~ YI X17
I I ~ ~ ~ - - - RASS / I ~ IA ~ ~ _ - ~ 1,300 SF G
~ ~ ro 1 I ~ v 329 SF REO'D ~I ~ I 1 ,NSF
~ 1 J! I \g, SAC S \ ~ n l I J! ~ I 1163 ~ _ I ' _ STORM INV. OUT - 481.05 0
C 1 1 ~ / / \ ~ ~ ~ I 'e DRAINAGE AREA 1200 SF \ ii Z DI 11 BIO-RETENTION PROFILE NTS ~ 153 W 40
~C.T I l/ / ~ I 800 SF PAVT R Jb ~ ~ J I ! _ ~ ~ ~ 400 SF GRASS
~ 1 ! - - ~ ~ ~ \ 57 SF BIO REO'D a 0
r 65~ INLET-466.75 D.I. ~
\ DRAINAGE AREA-12,750 SF BOTTOM BASIN-466.0
\ ~ ~ ~ ~ ~ \ \ A~ 12,750 Sf PAV'T D.I. INLET-487.75
/ \ \ ~ ~ ~ ~ ~ ~ ~ ` a 803 SF BIO REO'D OTTOM BASIN-487,0 a B
/ a ~ , I f I N s 7 : F ~ : NCH::1a:RA1N::::::~
/ ~ - s~ W / / \ 1 N. _ f , .:::::.LNV =::462,:10:.::::::
' ~ / DI 24 / - I ~f ~ A$~o / / / ` - - ~ ~ / I ~ \ AREA-9 800 5F ~ "FREN:G:H::DRAIN:: ::::..Q.: 0
/ n / / ~ ~ \ I \ \ DRAINAGE / I \ \ / / alp v / / / , , ~ \ /I ~ ~ 8,200 SF PAVT ~ a }N~;:-483;Q::::::
/ o / / / / / / ~ ~ \ 1 s~ 1,600 SF GRASS 0 INV OUT - 462.0 DWG BY:
/ a19 / / / - 545 SF BIO REQ STORM
/ T y i y 1• y \ CHK BY: TJG STORM INV. OUT-482.5
/ / / /'495- _ FI / y W y W W ~ y y \ V NTION K / ~ / / ~ - i BIO RETE ~ ~ a / I y y ' / / / / 92SF8 I VARIES YI~4 RISER/FILTER BASIN NTS
/ / / ~ . L y Y y J• y W y I 27 BIO-RETENTION PROFILE NTS D PIPE DATE:
~ ~ 'la / / I J~ J• r1VCl~ic1 ~FEI VIND W I ~Y J~ y' O \ g~ 17 SEP 02
/ a / / / DI 11"~ J / ! I y y `Y W `L ~V W ~Y /~d`\ ,7 s ~ ~ a~T' RAINAGE REA~2 4~ S~/ I y W y y 1 y y /y N ~S / - ~Y W y TOPSOIL REVISED:
/ //a / / / r - - ~V,T / I ~ ~ y / y r~ FABRIC 1 25 NOV 02
/ / ~ ~G ~r~/ / ~ ~ o ~ FRENCH DRAIN
/ / ~F BIO / / _ _ _ n Y.1.#4 9 / / / 1 / / o elo-RETENTION c_.~CUlATION 27 JAN 03 ~ • ~ (4 PERF PIPE)
a66 ~ / / I 6 / ~ ~ ~ z _ RAINA AR 1 a6 - ~ / N G ~ ,~47 ~ 22,725 SF 90 =net SF IMPERVIOUS AREA X 0. ( ) 25 FEB 03
a / / / / _ _ - - / / _ / / ~ _ ~ / PAS ~ ~ ~ ~ / ~ dSiA1C~ 293 SF PAVT w PERVIOUS AREA X 0.25 = net(SF)
a6 / ~ / ~ i _ - _ J ~ / / / / / _ ~ , ~~RA~ / ~ 22,432 SF GRASS / / RC DISiRwq a 3:1 SLOPE NET IMPERVIOUS SF + NET PERVIOUS SF =TOTAL SF
2 / / / 10/REQ / ~ ~ a6 / ~ / / / / 1 N ~ GRAVEL TOTAL SF X 0.07 = SF BIO-RETENTION AREA
i - BIO-RETENTION~_ TE_ I~_(TYP NTS ..............I..._..................... , :
~ ~ / ~ 1 \ I / / / / / / / r` ~ / ~ / / / i / / ` PAVT Q'QI TSS PAV'T GRASS I BIO RE_,
5~ / / / / / / / ~ a --r--- I aun~?c~~ AREA AREA ;TOTAL PROVIDED REMOVAL WEIGHTED - -
/ / SF / / / r - ~ - - .AREA AVERAGE i SF :TSS METHOD CUMULATI .1 SF SF _
LOPMENT DISCHARGE Q1 = 20,7 CFS ~ SITE PRE-DEVE ~ SITE POST-DEVELOPMENT DISCHARGE Q1 = 20.4 CFS
/ / / ~ -._.~.~_...~W.._._...... a5a ~ J ^ ~ / / ~ / / / / / ~ ~ Ba~tETBIII»N BAS~11 . 3900 7750 3111642 BRBIBRBINWF 98 35% 19
/ / / , / / / - -47¢, 3850 YN 3 ~ ~ / / DI #2 EwSi, Siw, / / / / / ~ w...,
T .47.97 / a5 / / ~ ~ i / / / - - ~ ~ ~ OP % / / / / I ~ ~ ~ 17022 s INV, IN¦43.93/ / / / ~ / / / --476 ~ \ DI#9 m f 17071_..H.. 515522177 1163!1598 BRBlBRBINWF 98.
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7 t / / / ~ ~ / 87 aaz DI#31 ~ ~ ~ DATE Any reproduction without ...........°......aoo..,..1zoo 481235 BRBINwF 91.00% ENGINEERING
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480 REVISED:
1 15 MAY 02
17 JUNE 02 470
9 JULY 02
475 17 SEP 02
25 NOV 02
465 25 FEB 03
470
460
465
© Copyright 2002
455 This document and the design are the property of
460 Integrated Design, PA
Any reproduction without prior written consent is
prohibited.
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450
455 STORM
SEWER
PROFILE
445
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450
. . . . . . . . . . . . . SEE SITE 401 FOR PLAN vIEws DRAWING NUMBER
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ISSUED:
13 MAY 2042
REVISED:
1 15 MAY 02
17 JUNE 02
9 JULY 02
17 SEP 02
25 NOV 02
27 JAN 03
25 FEB 03
©Copyright 2002
This document and the design are the property of
Integrated Design, PA
Any reproduction without prior written consent is
prohibited,
Dwg scaled for 36x24 plots
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©Copyright 2062
This document and the
design are the property of
Integrated Design, PA Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 36xZ4 plots
STORM
SEWER
PROFILE
JOB CODE ECSSC
DRAWING NUMBER
SITE
206

4 5
2 3 Ep DESK
P~ ,TECr ~N
ENC EU NS CTIO NSTRU CO 2 N
TR E PROTECTION FENCING. CERT. NO.
1. AFTER PLAN APPROVAL AND BEFORE THE GRADING PERMIT IS ISSUED, INSTALL E ~ 51063 z°
• ` 1 CALL TOWN OF CARY INSPECTIONS DEPARTMENT FOR ONSITE INSPECTION OF TREE FENCING. CLEAR ONLY AS ' SSARY TO INSTALL FENCING. GRADING PERMIT WILL BE ISSUED AFTER TREE PROTECTION FENCING ~ ti ~P
NECE oRTN nRO~~ INSTALLATION HAS BEEN APPROVED. 0 G.
N TRUCTION CONFERENCE MAY BE REQUIRED PRIOR TO ISSUANCE OF THE GRADING PERMIT, A gCEIGN,~ 2. A PRECO S
~~1R OAO ~ 1 ~K ~ ~ PRECONSTRUCTION CONFERENCE WILL BE REQUIRED PRIOR TO ANY LAND DISTURBANCE. MATERIALS FOR
SKIMMER FABRICATION SHALL BE ONSITE PRIOR TO ANY LAND DISTURBANCE. ~yyaeilaia+ak~jr
3. A BOND EQUAL TO 125 OF THE ENGINEERS ESTIMATE TO CONSTRUCT BEST MANAGEMENT PRACTICE MUST ~ ki,~~ d4+5A;~yrs
BEFORE THE GRADING PERMIT IS ISSUED. ~,~''at,Nltr~? . 4~` BE POSTED , ~r: ` r
~ 4. GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARY RECEIVES NOTIFICATION FROM THE a ~ , F THAT A RECEIPT HAS BEEN ISSUED TO THE DEVELOPER AND THE LOCAL cf~ WETLANDS RESTORATION FUND (WR) ~ ca. b
~ GOVERNMENT STATING THE NITROGEN BUY DOWN HAS BEEN COMPLETED. STOCKPILE SOIL IN AREA INDICATED ON ~ r°
\ \ \ ~ ~ 1 ~ ~ o THIS DRAWING.
` \ ` 6 ~ ~ N ~ MANA EMENT PRACTICES AND F THE REQUIREMENTS RELATNE TO BEST G ~ 5. THE PROJECT WILL MEET ALL 0 , o"
ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE TOWN OF CARY UNIFIED DEVELOPMENT ~ ORDINANCE. (CHAPTER 10, PART 3 LIDO)
N Y I. 4 F.E.S 3 J • ~
~ ~ , \ ~ 6. INSTALL CONSTRUCTION ENTRANCE, BASINS 1,2 AND INSTALL 4.05 SEDIMENT BASIN A D . ~ , # 1'~•.~ AND CLASS "B" RIP RAP ENERGY DISSIPATER. WHEN COMPLETED AND STABILIZED, REMOVE GRAVEL AND RIP
~~E ao W RAP FILTER BASIN #1. DNERT TEMPORARY DIVERSION DITCHES TO 4.05 SEDIMENT BASIN. ~
\ 7 DIVERSION DITCHES AND SILT FENCING. GRADING SHALL COMMENCE AFTER CONTROL STRUCTURES FOR ~ ~ ~ N ~ Q ,
STORMWATER AND SEDIMENT CONTROL DEVICES HAVE BEEN INSTALLED AND ARE OPERATIONAL. GRUB ONLY AS ~ N N m a a
I ~ 504,,0.1, #14 ~ ~ ~ ~ ~ ~ ~ ~ N N ESSARY TO INSTALL EROSION CONTROL DEVICES. v ~ ~ o ' EC " ~
4 PIPE HORSEHOE COLLAR AND CONSTRUCT ROADWAY AT FORMER DAM LOCATION, THIS WILL .n ai I ~ 8. INSTALL 8 w
I I - - ~ - ~ T BUILDING PAD LOCATION AND "MOAT". 48" PIPE MUST BE INSTALLED ~ r rn ~ ~ z PROVIDE CONSTRUCTION ACCESS 0 ~ rn ~ z
502------- ~ ` ~ \ BEFORE CONSTRUCTING BASIN~3. r ~ . 0 3 W 9. CALL 469-4347 FOR ON-SITE INSPECTK)N BY CONSERVATION INSPECTOR TO OBTAIN CERTIFICATE OF ~ ~ ~ ~ 3 ~
; ~ ~I',,- COMPLIANCE. IF APPROVED, BEGIN CLEARING AND GRUBBING. W
( 500 - -7- _ ~ ~ .I~ 3 ~ ~ ~ ~ "SAO " ~ ~Ck 10. CONSTRUCT AND STABILIZE MOAT , _
( - 11. MAINTAIN DEVICES A5 NEEDED. ROUGH GRADE SITE NORTH OF TRIBUTARY. STOCKPILE TOPSOIL AND ~ Q
I ~ I" ~ ~ - SUBSOIL IN AREA SHOWN ON THIS
~ 12. INSTALL REMAINING STORM SEWER AND PROTECT INLETS AS SHOWN ON THE PLAN. ALL STORM DRAIN C \ .
I - - ~ ~ ` ~ HA L BE STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF CARY \ ~ ~ - FRAME GRATES AND HOODS S L TI N. INSTALL ~ ~ ~ ~ STANDARDS. OVERT DRAINAGE TO INLETS AS THEY ARE COMPLETED. BEGIN BUILDING CONSTRUC 0 to
9a ~ ~ ~ ~ \ ~ ~ ~ (VERSIONS ON FIELD SURFACES AS FINISHED GRADES ARE ESTABLISHED, - ~ SLOPE DRAINS AND TEMPORARY D ~p
I ~ ~ 13. DEVELOP ROUGH GRADES TO EITHER SIDE OF TRIBUTARY AT PROPOSED ROAD CROSSING (WEST SIDE OF
r ~ -a94- \ ~ ~ ~ \ _ ~ ~ - - , ~ , ~ ~ ~ f0 , ~ BUILDING) AND INSTALL CROSSING. Of
6 ' ~ - ~ ~ A ~ 14. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, ETC,
r~ 492 f' ~ \ ` I \ SB r ` TA ILIZED COMPLETELY CALL FOR INSPECTION BY ~ 15. WHEtJ CONSTRUCTION IS COMPLETE AND ALL AREAS ARE S B C
i i' ~ ~ 48 \ ~ \ - I , ~ \ \ \ ~ / i 49 \ ~ I ~ ~ CONSERVATION INSPECTOR.
495 ~ i J. ~ = ~ 490 - ~ ~ - - - o ~ ~5pg 16, WHEN SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AND SEED OUT OR PAVE ~ p4> ~ ~ ANY BARE AREAS.
BID-RETENTION BASIN A94' ~ ' _ _ _ , FRENCH DRAIN AT a~ ~ _ - ~ ~ ~ ~ 500 ~ ~ 17. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL INSPECTION BY TOWN OF CARY,
BOTTOM OF BASIN / ~ 488 _ ~ \ _496 \ _ \
(SEE SITE 203 FOR DETAILS) / - - - - - - - - NOTES ONTROL ROSION C E
(TYPICAL, BID-RETNETION / ~ ~ - - ~ _ BASIN) / / ~ _ 4&~ ~ ~ T WN OF CARY AND
~ / ~ ~ - - 494 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 0 _ r
/ _ ' THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. 1
rn / 1 ~ ~ ~ ~ ~ - ~ 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES r - ~ PRIOR TO BEGINNING CONSTRUCTION.
/ _ ~ DI. 1 1 ~ - rn 1 2' - ~ as2 ( NARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY 'F" i ~ 1 ~ 3. BOU D nn,,
/ A \ TOPSOIL ro f 1 4' R EK W ~ 4. PROJECT TRIBUTARY IS TO WALNUT C E
STOCKPILE l 11 ~ I ON 51TE: C.cECII, APPLING 5. SO LS I`
~4` ~ TH R IS NO FLOOOPLAIN FLOODWAY ON THE PROPERTY. . ~ 6. E E / •F•+ N
1 1 ` 7. STREETS ADJACENT TO SITE SHALL BE KEPT CLEAN OR A WASH STATION WILL BE INSTALLED. ' A9
~ ~ 8. CUT/FILL SLOPES 5HALL BE STABILIZED WITHIN 15 DAYS OF ANY DISTURBANCE. ~ 9. DENUDED AREA = 15.90 ACRES; IMPERVIOUS SURFACE AREA = 4.24 AC.
~ 1 / Il ~ x. . x" 10. PRE-DEVELOPMENT RUNOFF (10 YEAR STORM) - 20 CFS; POST DEVELOPMENT RUNOFF (10 YEAR STORM)
9 - 32 CFS
"I ! ~ ~ \ O ~o ~
~ ~ 11 I ~ , \ ~ L.. y ~
~ ~.ll i ~ " " ~ ~ \ -
/ cLA3s-B-s~PR~P ~ ~ - - \ r ~ \ ~ ~ 'X2 ' 22" _ _ \ \ \ 9s BACKFlLL NOTES:
- - - _ ~ ~S 1. BACKFILL IS REQUIRED TO BE A
\ ~ ~ D.I. \ ~ ~ ~ a \ FREE DRAINING MATERIAL TO THE HIGH ~ t HWL L ~ gA WATER LEVEL ( )
~ I 1 \ ~ ~I~~30 RISER FILTER &4S N \ ~ ~ ~ CB / I~ VI ~ ~ RAILING; GROUT INTO STANDARD UNITS O
D.A.=6.74 AC ro \ ~ DESIGN BY WALL ENGINEER
DIST.=2.83 AC i ~ - ~ ~ I VOLUME=5094 C.F. r ~ ~ ~ ~ REO D T T P nay i ~ ~ f i' ~ ~ t a WALKWAY GRADE W 9? FE 29 4" CAP UNR P
CONSTRUC 0 8~A y ~ - C S B RIPRA
AS ~1 ~ ~ - \ 2f / ~ \ ~ \ DIMENSION AND GRADES, ego ~ 7 ~ ~ b,l, ~ ~ SHOWN; ~ ~ , , ~ ~ ~ ' "g" APRON- \ ! 1 AP ON 6'X9'X18" 20.00' EASEMENT ~ r
CONVERT TO BMP A~9' , ~ ~ , , Kj \ DRAINAGE RETAINED SOIL ~ 'gyp CENTERLINE SWALE
i ~r ~ ~ - , - _ / 64
t ES ~29A DUAL PINNED STANDARD APPROXIMATE EGMENTAL WALL SYSTEM EXCAVATION LINE
~ ~ ~ LASS "B" RIPRAP , I "
A ~i / ~ / / ~ PRON 6 X9 X18 HWL-724.5 RI -RAP EDGE X' GRID LENGTH ~ SE SITE 705 57 FREE DRAINING TONE MATERIAL
r ~ A)
, , , / ~ - - i ~ / 1 / / / / / A, s CRASS swALE i s ~ GEOSYNTHETIC FABRIC
i i / / l ~ / 1 / 0 / / i 1 i i a , , / , ~ ~ ~ / ~ I ~r. ; ~ A ALONG EXCAVATION LINE
~ i ,FREE M UR r/ - ~ 1 ~ i / O L rb / / X60 i ~ ~ ~ ~ r / / / - ~rl DWG BY: TJG GRAVEL AND RIP RAP FILTER UNIT CORE FILL
PREA ,5 R ! 1 ~ BASIN 2 GEOSYNTHETIC FABRIC (3/4 CRUSHED TJG / _ ~ ROCK OR STONE CHK BY. DA.-1,96 AC UNREINFORCED CONCRETE OR )
/ L DIST,=1.19 AC CRUSHED STONE LEVELING PAD
/ ~ ~ WRAPPED IN FILTER FABRIC / / ' REO D VOLUME=2142 C.F.
i ~ ~ / w ~ ~ PROPOSED / / / / aye i~i~ r , , ~ ~i i ~ 121,000 SF 'U / / ` USE: 40' X 20' X 3' PI AL REINFORCED MOAT WALL SECTION DATE: 1 TY C (LXWXD OR EQUAL VOL: NTS 15 MAY 02
~ / ~ ~ ~ 55 / , r , ~ i i ~ ~ ~ ~ UIXED-USE BUILDING `~i / / / / i , i ~ ~ / i / , ~ ~ i , - ~ ~ FOUR STORIES / / / / / ~ ~ INCLUDES i' FLOOD STORAGE
a ~i E / i , / i / ~ ~i ~i r ~ / / / / ~ 1 17 JUNE 02 / WETLAND:
~ 15,165 SF (ON SITE) ~ 9 JULY 02 / 2,733 SF OFF SITE)
/ / 19 AUG 02
56 , / ~ I / r / ~ , r / I I- - / a / / / / ~ , r r ~ ~ - - 9 / / / T 17 SEP 02
~
I _ ~ 25 NOV 02
a~t ~ ~ r , / / r 4. -47 4, ` _ 27 JAN 03
_ ---47
APPROVED 25 FEB 03
a ~ r r .I , ag6 $ o / r r / / ~ 1 S TOWN OF CARY
A5 A6 ky / 1 r' ~ _ - B a60 ~ O ~ - - 478
PRESSURE TREATED 6"X6" n6 ~ \ APPROVED BY DATE
12 ~ - LEVEL SPREADER a a ~g / / ~ r ~ ~ \ --48o PLANNING T DA E
/ ~ ae / \ CLASS "B" RIPRAP APRON / ! ~ i km`' ~ e~ ~ 4e
10'X20'X22" / / ~ / ~ / ~0 n$a oo 492 ENGINEERING PATE
02-SP-039
/ J DRIP RAP FILE ~ 4g8 ~ A l / 0 ~ R A6 \ At9 At4A A86
/ T / ( / I A N ~3 0 6~ s / / ""i' -.1. / D..=2.03 AC c
( / I ! I T.=1.57 AC / / c \ © copyright Zooz This document and the
. _ I I I I l EO''~"VOttllotE~826` ~ oe - ( / I I \ / USE: 45' X 20 X 4 _ _ \ design are the property of
\ ~ / `4' 1- _ 1 I ~ 1 (LXWXD OR EQUAL V01~ oo ~ \ Integrated Design, PA
_ _ / . _ _ _ ~ i ~ I ~ + INCLUDES 1' FLOOD STORAGE r/ ~ ~ .Aa.,, Any reproduction without \ r ~ prior written consent is
I \ --1-, _ o r ~r V v ~ prohibited. ~ ~
~ Dwg scaled for 36x24 plots \ ~
/ / 1 _ ~ ~ / / / I ` \
~ \ ~ ~ EROSION
/ / 1 I 1 1 - ~ / l I / 1 ~_-_.r ~ ~ ~ _ CONTROL
/ / V , a LEGEND 1 1 ~ _ PLAN
N CONTROL ! EROSIO I 1 / 1 ~ r'
! 1 ' / / / / ~ I
..T...~. r,n n.rni i n~eui nieen ~AII CT DDl1TMT1(1N ~ ~ ~ ~ , ~ ~ I I I i i / / I~ I ~ I\ I .no rnnr. Gr~~r
JIHIVUHKU liHlUri DM011Y/ V11NU m~~r r nvr wrrv 1 r r I- L! \I V QUO VVUL. wvv
„
SILT FENCING SCALE, 1 = 40 DRAWING NUMBER
TEMPORARY DIVERSION DITCH
TREE PROTECTION FENCING x 0 40 80 120 160 SITE
TEMPORARY SLOPE DRAIN _ M-- rso-- T9o---- M- 301

2 3 4 5 0 DES/ ~E c
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~~li ~ ~ T RIALS AND METHODS OF CONSTRUCTION SHALL BE IN 1 ALL MA E ~i ~ ~
`r \ ` RDANCE WITH THE TOWN OF CARY AND THE STATE OF NORTH CAROLINA ? ~a AGGO tttttti 943 \61
~ W w off ~ _ \ ~ EXIST. 12" w _ ~ ~ \ \ o ~ ~ ~ WATER MAIN STANDARDS AND SPECIFICATIONS. ` ~ J ti" Z~
w ~ \ ~
~ ~ ~ \ ~ XI TING WATER VALVES \ ~ E S ` ~ NTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) o o ~ ~ E W 2) CO
Wow \ 0 c0 c0 N ~ z
w ` \ \ ~ LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION, ~ ~ ~ N ~ 4 ~ N (V 4i Q a
RAZZ ,L v ~ ~ o ROa z m ai I ~
3 CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING .o W o ~ -o W
~ \ ~ \ ~ o , ` I CREPENCIES OR CONFLICTS PRIOR z ~ , UTILITIES AND NOTIFY ENGINEER OF ANY D S ~ _ ~ v X3 w
i ~ ~ \ ~ ~ , ~ TO BEGINNING CONSTRUCTION. ~ o a 3 , 11 X8 TS&V ~ ~ 3 ~
~ w ~ PP \ \ ~ w
\ \ EXIST. 20' WATER w ~ ~ ~ \ ~ ~ \ ~ N IS TAKEN FROM A SURVEY BY GLEN ~ ~ o ' ~ ~ 4 BOUNDARY AND SURVEY INFORMATIO
~ EASEMENT W w I ~ w \ ~ ~ , ' ~ ~ ~ D. WARD AND ASSOCIATES, Q
P \ ~ ~ ` \w\
~ ~ ~ EXIST, FIDE HYDRANT w w D S2S ~ J ~ TO RE AIN ~ ~ ~ ~ 1 DI
714?" ~ ( ) ~ ~ ~ ~ w~ ~ ~ 5 ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT y w w ~ ~ ~ AR SPECIFICATIONS AND DETAILS. o
40, pp, TOWN OF CARY STAND D w ~ PP 'O
~ \ r` W W 'I
i ~ ~ W - 6 THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COSTS ~
OV f~H D / ~ ~ E IC ~ / ~ TREET LIGHTING ALONG PROPOSED STREETS, ADJACENT O1 ASSOCIATED WITH S •
I o° ~ ~ STREETS AND THOROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY c
I I o I~ o STATEMENT N0. 13. THE DEVELOPER SHALL CONTACT CAROLINA POWER AND
I ~ a 3 ~
57571'4. ~ w 2 ? `E ~ \ ~ / LIGHT COMPANY AFTER PLAN APPROVAL AND PRIOR TO COMSTRUCTION IN
i I 15 ~ 1 ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION
o, PLANS.
I~ ~ O 3 I ~ ~ z 3
I ~ 8., 20 O ~
I ~ ow tYP) f
20.00' PUBLIC WATER EASEMENT
i I I PUBL TER EASEMENT ~ ~
I I w W ~J
I I \ I \ FIRE HYDRANT 8" PUB C TER LINE W L.
~ I ' \ \ AND VALVE ~ I w \ \ ASSEMBLY N
I ~ w \ w p ' \ 8" PUBLIC 20 ~ , 8" X 6" TS WITH VALVE
~ w WATER LINE ~ PRIVATE UTILITY \ a \ w RRIDOR FOR PSNC,
I I ~ \ w \ ' ' ,BELL, ZQ, Q
I ~ \ \ w \ \ AND CA 1 / \ w\ \ t ~ O
( I \ w \ 1 \ w \ \ DRIA AG EASEMENT
I ( f \ w \ \ w \ w E \ ~ ~ E
\ y \
~ \ \ w \ ~ / 1 \w \ \ i
\w,\ \ _ t
/ ~ ~ t FIRE HYDRANT / \ \ w \ w / AND VALVE / \ \ r „ • T it • 8 x a5
~ / ~ ~ ASSEMBLY \ \ / EL80W (TYP) O
N ~ 8" PUBUC f 8"x6" TSdcV Z
I ~ WATER UNE ml / b W
/ / ~I E b b
/ ~ bb
/ / a bb / b „ „ V 8X6 TSdc
w IN / FIRE HYDRANT
n SEE SITE 204 FOR WATERL E / / ~ / ° t PROFILE IN THE STREAM BUFFER AND VALVE
/ ~I a ASSEMBLY
/ z°
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~ ~ 1 y ~i I
2 ~ ~~IC y W ~ W y PUA ~•~0' 1
F,qS WATER y y y y y y y y w y y DWG BY: TJG y
eMENr ~ w y y y~ y W ~Y `Y y y CHK BY; TJG
8" X 45. ~ ~ y .v y y y y
ELBOW (TYP) ~ ~ ~ y ~ y y y ~ y y y y y ,O la
' y y y y y y y y y y y ~ J~ W W J~ W y y y y y DATE: y y W 01 APR 02
/ ~ y y y y W REVISED:
J 0
_ _ 1 15 MAY 02
I iST. SAN, MH " TOP=460.18 17 JUNE 02
I INV. IN= .58 / VERTICAL ELBOW z
INV. =452,5 t 8" X 45' , ~ 9 JULY 02
~ ELBOW (TYP) _ 30 OCT 02
/ ~ PROP. 2" TAP XIST. SAN. ~ - - APPROVED 25 NOV 02
E FOR 6" RVICE /yam ~ PROP, 2" i / s WATER TOWN OF CARY
/ / PROP.2 RP
~ IN ABOVE G ND BOX / i / CLEAN OUT s APPROVED BY DATE
~ PVT WATER B / ~ ~ VICE 1 PLANNING DATE
i / ~i / ENGINEER NG DATE
V / E N
~ ( / 02-SP-039
/ ~ / /
3 ~ i / RO SEO FIRE R00 ~ REA E TRAP FDC
i f - ~ / I
6" PVC I
SAN, LATERAL p,I,V. ~ ~ © Copyright 2002 This document and the
design are the property of
Integrated Design, PA
SEE SITE 204 FOR WATERLINE ' w-~ Any reproduction without prior written consent is
PROFILE IN THE STREAM BUFFER " 8 X 90' prohibited
ELBOW (TYP) _ AND VALVE Dwg scaled for 36x24 plots
8"X6" REDUCER IN W ""-•..-~.r,,, 0 ASSEMBLY FIRE HYDRANT 6 FIRE L E f...1.. S83'48~"" _
AND VALVE O Q Z 1 E 606,84' rr r.,
ASSEMBLY O 3 W ""~?.rr ~ 3'x3' CONC, PADS UTILITY
, N J ~ 0 0 FOR PUMPER TRUCK
Q 0 0 PLAN
a ~ o
oe caaE: ECSSC J
SCALE: 1 ° = 40' DRAWING NUMBER
0 40 ao ,zo ,so SITE
401

4 5
2 3 p DES ~E ~G C~LQ' ~~t1ECi
~ P~ ~
~ c°? ~ ~ $ ~
' 1 y CERT. N0.
Z ~ ~ ~ 51063 z° Q J ~ O ,
= U1 ~ RKS °RTk ~aRa~~~ ~ ~ REMA Y COMMON NAME ~ c•
TANICAL NAME BO ~CEIGN,~'
AR Acer rubrum October Glo Ma le 34 2 5" 12-14 B&B x CC Cercis conadensis Eastern Redbud 2 8-t0 B&B x
MA Fraxirtus enn Ivanica 'Marshall's Marshall's Seedless Ash 2.5 12-14 B&B x ~stit~s~alr~ap~ift
Tonto Cre e M rtle - B&B x ~ LIT La erstroemia mdica I rifolio Laurel Oak 21 2.5 12-14 B&B x L uercus au
M crocar a Bur Oak 9 2.5 12-14 B&B x QM Quercus a
NRS Ilex x. 'Nellie R. Stevens Nellie R. Stevens holl 5 2.5 12-14 x 4
, - I r 56 I a 6 4-30 0l.
BH Ilex cornuta bu ordii Burford Holl IG Ilex crenato com acta o e o 24-30 3 0l.
~ ~ ~ . \ ~ ~ WM M rico cerifero Wax M rtle 226 24-30 3 al. " ` ri H II 50 24-30 3 ol, aac,
\ CH Ilex cornuta Corissa Ca ssa o ~,~-0~- y,~ =`Z° ~ `
\ ~ LI-2 .6 ~.!!i{r'
IG-7 I-1 • A I 2-3" of finely shredded hardwood mulch, aged min. 6 months, to all bioretention oreos) o o N ~ s` w Blo-retention Plantln s c ppy ~ c0 (ONO z
~a~ \ ' ~ IG-10 9 ~ ~ r` t0 N ~ z Q INR Ilex x. Nellie R. Stevens Nell R. Stevens Holl 1 3-4 3 al.
~ -1 Inkber 231 24-30 18-24 3 gal. ~ N N rn a ~ IGG Ilex glabro compocta ry _ r~ ~ ~ ,
Y \ \ RU Ra hiole sis umbellato Indian howthorne 177 24-30' 18-24 3 0l. ~ Z a0 00 0 JC Juni erus horizontolis wiltoni Blue Ru Juno er 164 18-24 2 al. .o rn rn ( ~
IG-8 s _ ~ QL-1 BH-11 w O ,-tea w p) ~ z
Z! ~ BH-12 Pocket Wetland Plantln s ~ ~ _ X 3 W 9
BH-9 ~ ~ , Rv~ 1 HM Andro o an vir inicus roomsed a STEMS STEMS Plant 6 O.C.• 75 SF ~ ~ ~ ; N
MA-1 r~oK 1Rgc STEMS STEMS Plant 4 O.C.• 25 SF k ~2 HM Caryx sp Sedges 198 ~ v
1 LM Andro o an erardi Blue'oint 240 STEMS STEMS Plant 6" O.C.• 60 F W 2 LM Paltandra vir inia Arrow Drum 80 STEMS STEMS Plant 8~ O.C.• 26 SF ~
LIT-2 _ ~ CL~6-3 IG 8 ~ ~ \ Q 3 LM Pontederia codota ickeralweed 4 STEMS TEMS Plan .C • 10 SF ~
C
p ~ -1 WM-2 ~ \ 15'X400' SIGHT TRU , 400 SI NOTES. GHT APPROVAL TRI F CARY AN WN 0 TO GLE ~
8" POPLAR \ WM-1 C7
L-3 ~ + ''i CC-2 ~ ~ v 1. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING, BUT NOT LIMITED T0, LANDS A ~
-1 18" PINE - IGG 6 LIT 5 MA-1 I ING ELEVATIONS ESPECIALLY COLORS , LIGHTING, OR UTILITIES WILL BE MADE WITHOUT ~
L-1 CH-8 LI - - ~ ~ ~ \ , WM-10 IGG-4 L 1 ~ \ \ GRADING, BU LD ( ) TH APPROVAL OF THE DEPARTMENT REVIEW GROUP OF THE DEPARTMENT OF DEVELOPMENT SERVICE5. ~ E
LIT-1 AR- 6 MA-1 L-1 ~ RU-5 _1 • ~
MA MA-2 JC-7 c
WM-16 L_4 IGG-8 RU- C-7 1 WM-2 -c J ~ _ TABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF 2. THE SITE SHALL BE S
IGG 4 WM-7 WM-10 CH_4
C 4 INR-1 -13 IGG- ~
IGG-7 IGG-6 JG-1 -1 ~ ~ TING VEGETATION FAILS TO FUNCTION ADEQUATELY AS REQUIRED, (i,e,. BUFFER TYPE ~ 3. WHERE EXIS
CH-7 c~aAK RU-5 AR-7 INR- IGG- I ~ ABC ANO 100' THOROUGHFARE CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT
WM-6 RU-5 _ -10 INR- ~ ~ ~ „ ~ TO RE UIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PLANTING PLAN BASED
RU-5 6" HOLLY IG RU- INR-1 20" MAGNOLIA 1 Q 1 ON ACTUAL FIELD CONDITIONS.
c-1 _1 INR-2 _4 IG-16 1 1
L IG IG_ ~ ALLOW FORA ~ 1 1 4. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ~
MA-2 iNR-1 2.5' AUTO-BUMPER OVERHANG FROM BACK OF CURB ~
MA-1 CH-4 _ IGG-8 RU-4 IGG 8 INR- L-1
RU-8 INR-2 IGG 1 WM-7 AR-2 RU-7AR-6 JC_7 ALL 1REE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. TREE L. 5. .i-+ N
IGG-7 U-1 IGG-4 ~ PROTECTION FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE
40 TWIN CH-4 _ U-5 CERTIFICATE OF OCCUPANCY(CO)
POPLAR IGG 4 RU-10 -14 WM_ „ JC-19 JC 24 POPLAR
LIT-1 ~ U-5 GG- 1. ALL BIO-RETE~ CH-4 LIT- BIO-RETENTION PLANTINGS ARE KEYED AND _ E TELEPHONE GAS 6. UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON SITE ELECTRIC, CABL , ~
_ MA-3 IG-2 RU-10 MA-5 INDICATED AS BIO WM 7 RU-3 ~ED AS BIO-RETENTION PLANTINGS IN THE R OTHER SIMILAR UTILITIES SHALL BE SCREENED, TO THE EXTENT POSSIBLE, WITH EVERGREEN O 0 ~
CH-9 IG-6 IGG_ RU-10 IGG- I _4 PLANT LIST, LIST. P NTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF 5~ CLEARANCE AROUND THE STRUCTURE TO L- LA ~
G JC-7 WM-7 INR- AR-5 JC JC-8 T F I ND TI NALLY ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK, THE
2. UNLESS 0 HE IG - IGG- .ESS OTHERWISE NOTED, PARKING LOT SLA ALLOW FOR ACCESS. ADDI 0 , ' RANCE. THE AMOUNT OF CLEARANCE SHALL ACCOUNT FOR
H-6 LIT-1 IGG- AREA PLANTINGS 18 OAK RU-3 INR- b 'LANTINGS ARE BIO-RETENTION PLANTINGS. PLANTINGS SHALL ALLOW FORA 10 CLEA THE SIZE OF THE- PLANT MATERIAL AT MATURITY.
I -5 b b IGC- {GG- b b INR-
C 10 TWIN U-8 b ~ L • 7. ANY STREETSCAPE AREA CONSISTING OF NATURAL VEGATATION THAT FAILS TO MEET THE (n
HICKORY b • P IANCE REQUIREMENTS OF A STREETSCAPE, SHALL BE PLANTED AS MAY BE NEEDED TO ENSURE COM L
10" OAK -14 % RU- z N WITH STREETSCAPE REQUIREMENTS. ~(,J
48 TRIPL u-7 AR-1 1. ALL POCKET W POCKET WETLAND PL4NTINGS ARE KEYED A D _ ~
OAK -7 NR- - Ru 5 I , ~ INDICATED AS PO( ED AS POCKET WETLAND PLANTINGS IN THE R NED FROM OFF-SITE VIEWS. THE OWNERS OF THE O 8. ALL VEHICULAR USE AREAS SHALL BE SC EE
4" HICKO RU-4 ~ PLANT LIST. LIST. TH IR AGENTS HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, 'r PROPERTY AND E (1~
20" PINE JG-8 J y y y y y NAN OF ALL PLANTINGS AND PHYSICAL FEATURES SHOWN ON THIS PLAN. PRESERVATION AND MAINTE CE
RU-6 Y ~Y Y y y W W ~ W y THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE
9"GUM y y y y y IGG-9 BUT NOT LIMITED TO.
JC-4 y y y y y y y INR- y JC-8 W y' W W W y y y W
INR LIMIT BIO-RETENTION CJM- WNS TWICE PER YEAR FEBRUARY 15-MARCH 15 AND A. .FERTILIZATION; LAWN; FERTILIZE LA
18" TWI GG-9 1 W J y y y y y y y y JC-7 PLANTINGS _ P W IUD y y y y W 1-OCT. 31 ACCORDING TO SOIL TEST. FERTILIZE WARM SEASON GRASSES ONCE DURING AGAIN SEPT. )
HICKORY _10 LI E ENLARGE W y y SE IGG-9 65" TWIN - - - SEASON PER SOIL TEST.
POPLAR " - B PRUNING: PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD WOOD OR BRANCHES FOR DWG BY. TJG
~ 11" M - TANCES SAFETY REASONS. THE SHIGO STANDARDS SHOULD BE ADHERED TREES OR FOR SIGHT DIS / CHK BY. TJG
/ 65" TWIN POPLAR T0. THE PRUNING OF SHRUBS SHALL BE LIMITED TO THE PRUNING NECESSARY TO MAINTAIN THE
/ ' 11" G NATURAL SHAPE OF THE PLANT EXCEPT FOR SHEARED HEDGES.
/ / „ / IG-1 CJM- CJM- PEST C NTROL: PRE-EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE DATE:
. 24 M - APPLIED IN FEBRUARY. CHEMICAL TREATMENT FOR INSECT INFESTATION AND DISEASE MAY BE APPLIED 01 APR 02
/ 51 " IN POPLAR _ CJM- . r- , r----- ~ HALL BE APPLIED AND SHALL BE SPECIFIC TO THE PROBLEM, l ANDS REVISED:
i i, / AR-1 I I l _L____ v~ D. MULCHING: MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2-3 tN PLANTBEDS. MULCH
„ IGG-7 ~r--~--..~ I 1 15 MAY 02 SHALL BE REAPPLIED EVERY TWO YEARS.
11 ~ I I--- R- ~ ~ MARY FESCUE LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3" AND SHALL BE 17 JUNE 02 E. MOWING: PRI
I r MOWED APPROXIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS MAY BE MAINTAINED HIGHER 9 JULY 02
/ I IG-1 / CKORY 4" DOGWOOD H MARSH AND LESS FREQUENTLY. WARM SEASONGRASSES SHALL BE MOWED AS NEEDED DURING THE GROWING SF HIG F MARSH
/ I I CJM- / ~ 60 S MMENDED HEIGHT OF THE SPECIES OF TURF GRASS. 12 SEPT 02 RASS #1 SEASON TO MAINTAIN THE RECD
~ ~ ~ CJM- I GRAS #1 S INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED EL 475.2 F PLANT PROTECTION: AVOID EXCES 25 NOV 02
CJM- 22" MAPLE E ~ ~ 1 1 CJM- EL 5.0 ° ~ PLANTINGS.
27" OA ~ / r r~ r ANY IRRIGATION SYSTEM IS UTILIZED, THE SYSTEM SHALL BE REGULATED TO 27 JAN 03 o°o o° G. WATERING; IF
~rrr„~ B °o o° PROVIDE APPROXIMATELY 1" OF RAINFALL PER WEEK DURING THE GROWING SEASON. FAILURE TO 25 FEB 03
RU-5 o°o°o° • MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A VIOLATION OFTHE
JC-7 ° o°o°a . ~ FOREBAY - 40 SF ~ ~ UNIFIED DEVELOPMENT ORDINANCE AND MAY RESULT IN FINES,
WM- ° . ~ ~ BOTTOM EL - 472.3 °o°o° ~ °o°o° ~ ~ WATER EL - 474.8
TYPE '~A'~ OPAQUE BUFFER, °0 00 Q ~ SF LO
65~~ W?OE, REQ~D THIS AREA. o0 ~ W MARSH 26
EKING WITHIN AREA o0 ASSESS SCRE 00 GRASS #3 °o z APPROVED ° / EL 474.8 - 474,5
PON CONSTRUCTION. SUPPLEMENT ° QM-9 AR-6 U o ~ Y - 13 SF I TOWN OF CAR ICRO POOL
WITH SHRUBS, AS NEEDED, o BO EL - 472,2 / © copyright 2002
NOFTHE ° --_PER DIRECTIO 00 NDSCAPE ~RCk11TECT oa Lp, o 0 ~ v SF WATER EL. - 474.7 APPROVED BY DATE This d°aument and the
- 0 0 o HIG RSH Z ~ design are the property of CHANNEL PLANNING DATE integrated Design, Pa
o - _ o -6RA~S, EL. 474.5
_ a _ 00 EL 474.9'-- _ NGINEERING A"y repr°du°ti°n With°Ut E .DATE prior Written consent ~s prohibited.
6 S~F LOW MARSH 02-SP-039
o o Dwg scaled for 36x24 plots G AS 2
1~ E 474. 1
~ LANDSCAPE
~ PLAN
III+~~,~ -
' _ ' - _ JOB CODE; ECSSC
\ \ ~ DRAWING NUMBER
POCKET WETLAND SCALE: t" = 50'
0 50 ,oo 150 200 SITE
501
•

4 5
2 3 Ea oES,c
~P 1TECip N
~ ~,A Z h~ 'S v
" CERT, N0. a 51063 z°

\ \ ~ \ ~ p HpRr O~~a
\ \ N CAR
Rq 1 DEIGN,
\ \ ~ ~ \ \
\ \ \ \
\ \ \ \
\ \ \ \
I
I \ \ \
~ \
`r`~ ~ ~ \ \ \ ~ ~ \ \ \ \
\ \ \
~ ~ \ \ LIGHTING SPECIFICATIONS:
I 0.30 0.310.25 2 , \ \ APPLICATIONS:
O.pb0.590.69 $0.350.32 .400,390.30. 0. 0.2 \ \ •BUILDING PERIMETERS, PARKS, RECREATION AREAS, PARKING AREAS, ~p ~ p0 N ~ ~ ROADWAYS, OUTDOOR SALES AREAS, SPORTS COURTS, OUTDOOR AREAS. o coo ~ N 0 z
I \ \ 0.22 D. 0.74 .121.231. 80 00.67 D. 00.340.250.210.280.33 '0, ~0. \ \ Q ' ~ CONSTRUCTION: ~ ~ N u z
~ \ \ ~ • PRECISION DIE-CAST ALUMINUM HOUSING ` ~ ~ ~ o ~
0.28 .60 .142 2.35 11. i 0.810450.280.220.240.37 .550J30.I~.iO. 90.61 0. 4 ~ ~ \ \ ~ b ~ 0' ~ ~ ~ • ONE-PIECE FULLY GASKETED DIE-CAST ALUMINUM LENS FRAME. ~ Z ~ rn I w
0.x(/40. 1. 2 ,46.71. 30.63 .430.3 0.270.330. 0.8 .241. 1.2911 830. 0.3 7 7 r„` / 1 •CONSTRUCTION AN GASKETING PROHIBIT DUST, MOISTURE, AND BUG ENTRY. w ~ ~ 01 ~ ~ z
0.64 .20 .Q2:t0 1.310. 9 .61 7 0.4 0. 7 ~ 1.53 0. 5 0. 0.43 0.38 0 2 ~ ~ I r s d ~ •TOOLESS ENTRY INTO HOUSING/LAMP CHAMBER VIA DOOR/LENS FRAME ~ p~ 3 Z ~ ~ LATCH, x 3 w
~ ` •CORROSKNJ RESISTANT DURAPIEX it BRONZE POLYESTER POWDER COATED ~ ~ ~ ~ 3 •
0.7 1.5 2, 3, ,1 1 1.191. 2 .7 0.7 0. 20. 1. 5 f1 ,7 1. 9 i. 10.5 0.4 .560.8 830.70. I o ~ S)~, ~ FINISH. ~ ~
i 1. 1.7 .58 .341.34 1.23 1.26 1.201.291.43 .77 1 . 7 0.7 .23 1. 1.41 1. 0.69 45 0.28 0. ~ ~ ~ • OPTIONAL DESIGNER FINISHES AVAILABLE. ~
r 0 .1 8 6 751. 0.6 0.330.220.280.340.2 .550.'561.8 .55 40 2 ,232.272. 21.541.501.341.361.30 .31 1.311. 61. 51. 4 1 1 0 65 6 b 1 ~.z ~ ~ ~ ELECTRICAL:
°s 32 D. 60. 1.221. .101. 2, 40 891.341 9.;0.88. .141.221. 1.3 1. 2, 4. 1.1 0.5 0.310.200.34 .440. 4 ~ •pORCEIAIN SPRING-LOADED 4KV PULSE RATED SOCKET-MOGUL BASE. ~ 4 0 ~ ~ • HIGH POWER FACTOR CWA BALLAST, C
M ? 0.6 9 .2 0 4 ~ •ELECTRICAL COMPONENTS MOUNTED TO HINGED BALLAST TRAY. ~N
1 1.1 0. 0. 0.69 0.73 0.781. 1.121.281.201.341. 9 3 .2 . 4 .3 .22 0. 0.86 0.6 9 .2 0 4 I 0.34 .56 0. 9 31.54 , •STARTING TEMP- MA(MH)-20'F/-30'C ~ i.22 OPTICS: °
~ 0.26 57 D 0 0. 80 12 1.7 ,73 1.3 0 36 .33 .~8 53 .65 0.6 0.75 0.88 0.80 0.82 0. 1.131.25 1.1 0. 5 0. 8 11.22 . I o
O ~ 0.270. .700.660.590.72 1. 41 i. 0.65 .41.260.2 0.6 0.760. 90. 70. 40830.900.820.730.86 70.80 40.780.64 .65 .7 .311.8 1 1.8 1 •ONE PIECE HYDROFORMED ANODIZED ALUMINUM REFLECTOR.
I 35 .22 .18 0.7 0.6 0.63 3 0.67 0.63 0.761 21. 1 I MOUNTING: N ~ 1. 51 C~
$~5, 0.27 .62 0.77 0.64 0.64 0.78 .81 85 .7 0. 0.2. 0.310. 8 0.74 . 114?" w ~ 0.7i .it2 1 t.i ~ „?f ^ 0. 0. 570.801 0.830.840.900.770.840.8 0. 50. 40 10.~; 1.41ry,152. 4 0. 20. 8 .33 058 I •FACTORY INSIALLED DIE-CAST ALUMINUM ARM. 1.1 D.5 0.31
0 •ARM CONTAINS INTEGRAL WIRING/SPLICE CHAMBER VIA SIDE ACCESS. T DESIGN PROVIDES ONE PERSON INSTALLATION. °
15p,pp, ^ ' ~ 1 06 61.231.131. 88 0.710.60. ~ i .6 .2 1. 7 9 .11.29 79 .25 .3 .4 .fit 0. 1.26 .7 21. 6 ~ I~ 7 D.2 29 0. 0.4 0.65 .7 21. 6 0. 0.28 • KEY SLO •HANDS FREE WIRING,
~ f ~ 64 .40 0.24 0.2 0.39 9 0. 11.33 ,4 21 4 71.14 . 9 0.72 0.64 .t,', 0.72 0.8 1. 71. 1 z 1 4 0 0.2 WARRANTY/LISTINGS:
0.270.250.300.410 00.630. ~9 .770.61 0.390. 20.40 .58 , 42 1.461.3 f 0.34.90. 01.7 1) 8 .521 1 ' 0.8 8 .52 t 1 .6 ~ . • UL 1572 LISTED FOR WET LOCATIONS.
_ J.60 0.57 0.58 0.8 1.201.551.49 1.21 3 0.5 .42 0.4 0. 1 91. ,7fi . 8 57 1.3 .7 0.62 0.5 O.f:! 0.75 0.86 D. .071.141. 1.4 0. 0. 0 0.29 0.84 0.77 0. 2 0•~ U r V I • PUBLISHED 5 YEAR LIMITED WARRANTY. .381.6 .181 2 85 0 5 0.310.25
1 0.600.530.7.61.6 1, 7g 4. 1. 0. 60 5 .'~0 .530.590.650.860.9 1.121.211.43 i. 20.5 0 .31 .360.4 .601.131. 1.70 .381.6 .1812 0.591 01.441.48 1.1 . 0 0.6 0.5 0. 2.
36 0.5 0.6 0.8 0.7 0.760.770.940.850. 1.16. 0.74 00.790. 0.8 .06 1 0.8 .06.11.45.10.67.8 0. 9
0. <U 2 0. 1.5 , 2 .43 .88 0.6 D.7 1. 0 2, 12, 43 .41.7 .610 49 0 .7 1 1.29 .79 . 71 D,7 .5 0.330.2'Z~(,.3 O.G7 31 .89 .80 .69 .600.71. 0 30.79 0.900.860.95 7 1.11 0 1.11 0 11.1 0.77 38
1. 0. 0.380. 00 ~V p. .61 .09 2, 31.24 .940.861. 11.311.67 1 .5 1 9 J 1 01.32. 2. 67 87 43 ~ N
1 441.6 i 0. 10.36 0.29 0.32 0.34 0.36 .4 0 0. 0. 1.44 2.41. 9 0.6 .4 0. 1.431.461.281.291.231.1 0.79 0.6 1 01. ~1 1. .9 1.69 1.19 .94 0.84 0.810.8 1 1.201.35 . 0. /
0.28 0.310.35 0.37 0. 0. 2 0 28 1 1 .33 1{Q~ 781.1 0. 8 6 . 8 .8 ,22 .212, 651.431.321.201.081.061.40 , 1.081.061.40 4 4.8 . 7 0 88 44 ' ~ ~
0.8.41.3 3, 1.42 0 .69 0 3 . 9 .60 0.94 .03 1.131 081.0 0.76 D. X39 0.32 0 28 O ~ •S .390.370.330.320 30.34 1. 2, 3, 0. 30.310.25. 0. 3. 4. 2. 11271.101.271.5 1. 71.5 ~ iv51 .73 .36 1.101.2 1. I
0. 1. 01.51 62, .671.18 80.62 51 . 0 .6 0.8 10 .840.720.810. 0 0.6 0. 90 M W N II 8 111.62. .20.60.29 co ~
.66.340.37.80.680. 51.251.31 .1 . 6 .2 90. 71.5 45 .78 8 111.6 2. 0. 0.76 .14 831.861.43 0. 9 9 4.7 68 0.65. .91.4 15 0.67 0.68 .8 0 77 .72 .5 45 3 N 0.681 71.7 2.3 .3 . 91. 30. 0.28 ~ rn
1 0.7 0. 0. 10. ~ 0. 6 .54 0.60 0.71 D.9 51.061.151.331.4 1.1 0. . 9 0 3 0 2.4 .791.1 0.681 71.7 2.3 ~ 0.2 0. 70.8 91.511.28 930. 00 1 1.321.8 , 62.2 6 1 .870.8 1. 81.56 / I I V,
~ . i .66 0.6 .53 J4 .86 .D 1.2 .93 0.63 0.71 21.541.9 i 0.71 21.541.9 7 .78 0. 0.31 I ~ ~ I
' ~ 1.81.601 4 0. 9 0.74 0.7 0.9 1.271. 132 T 01.281 • 1 40 4. .55 0. 38 .56 .65 .7 0.8 0.80 0.84. 88 0 ~ 0.28`b.6 .84 900.850. 10.830.860.740.80. 90.50 2068. .83 071.2c 71. 2045 D.3 0.3 0. 1.1 1. . 90 60750.630.690 .83 071.29 L 70.740. 0.37 ~
~ 0.581.4 1. 1.1 .840.670.72 .8 1. 21 685 1 71. . 92, _ 0.8 .76 0.8 1.291.47 34 1. 10.8 44 0.22 ~ I O
8 37 .89~ .1 60. 1,44 7 . 7 .77 0.4 .5 0. .2 .15 1.0 890.950.890.72 .68 .7 .7 0.8 .760.8 1.29 0. 1 J 2, 2, 64 .18 0.88 0.801. 1.2 1. 2,1 1.8 7 11
41.741.281.161 1.131.181,191f1 1.1 0.7 0. 0. 1. 8 8 801.26 . 9 0. 91 821.74 551.391.141.12. i . 0.94 0.80 .75 0.710.7 1.2f 0.511. 21.7 .493, 8 L 91.0 .880.861 01 .39 2. 32, a 1 .75 0.710.7 1.281. 1.491. 5 0. 10.28 I 1 .~i L
690.710.610.780.7 0.720.840.900. 71 31.60 ,85~ 1.270.73 .390.230.3 ,1 2. 2. .51.381 10.840.700.650.690.9 1.2: 0.65 0.69 0.9 1.22 ,3 ~2. i 0.60 r ..1..
0. 7 0. 1.6 3, 574,8 .521.291.051.01 1.3 2,51 .70 .10.69 0 0 J 0 0 0.55 0. 1.4 1 0.6~i 0.29
~ 1.1 0.69 .43 0.670.8 1.191.221.411.4 1. 1.6 0. 1.33 2 4 2 142 .71 .57 00.550. 1.4' 1. 3 1 81 .97.01.201.271.76 , 0 0.340.591. A h 0. 0.570.4 7 .1 0.10.24
1 1.441.64 ~ 7 7 ,2 .S7 6 0 ~ 0. 0. 0.570. 4 M' 7 1.28. .01.28. .6 0.70 .81 061.241.73. 1.48 .68 46 35 56 0.69 0. 51 2 o.3~e o.5 o b ~ 'L.
~ ~ 1 70.2 0.240.27/ 0 .570.640.860.8 .101.5 0. (bi 5 .3 09 20. . 70. 0.650. 5fi~ 70. 0.650.5. 0.54 0
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7/85 UTILITY STRIP REVISED, FOOT UNLESS OTHERWISE DIRECTED CALCULATED ACCORDING TO SECTION 3.02 E, NOTE ADDEO. BY TOWN ENGINEER. WHICHEVER IS GREATER. v i/9J NOTE ADOI110N GMA ~
12/86 SEE DETAIL 3.10 STD. No. STD. No. STD, No. ~ ~
C T 4.01 A
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2, 5, 5, I ~ I I ° Q 1/2"/FT. 1/4 r'T. / / SETTLED
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1/8 RAO. CROSS SECTION -THERE SHALL BE AN 18" VERIICAL FILLER A DESIGNATED DISPOSAL AREA AND REPLACE 1HE CONTAMINATED PART OF THE GRAVEL FACING,
N,T,S, $EPARAiION BETWEEN WATER AND SEWER LINES REVISIONS CHECK THE STRUCNRE FOR DAMAGE FROM EROSION OR PIPING, PERIODICALLY CHECK 1HE DEPTH OF THE SPILLWAY TO ENSURE IT IS A MMIMUM REVISIONS OF 1,5 FT BELOW THE LOW POINT OF THE EMBANKMENT. IMME[ATELY FILL ANY SETTLEMENT Of THE EMBANKMENT TO SLIGHTLY ABOVE DESIGN
REVISIONS -WATER AND/OR SANITARY SEWER LINES TR g pISVEpSE E~/P n f,1 SHALL BE A MINIMUM OF TWO (2) DATE DESCRIPTION I\/1iV f~ 11~V SSE EXPANSION JOINT DATE DESCRIPTION GRADE. ANY RIP RAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED IMMEDIATELY.
DATE DESCRIPTION FEET FRaM n+E EocE aF 1HE cuRe STABILIZE 1HE EMBANKMENT AND ALL DISTURBED AREAS ABOVE 1HE ~OIMENT POOL ANO DOWNSTREAM FROM THE TRAP IMMEDIATELY AFTER
7 85 11lITY STRIP NOTED ~ CONSTRUC110N MATH SEEDING. SHEET 1 Of 2
10/88 EPTH OF SANITARY SEWER B/90 OTE CHANGE STD. No, STD, No, DWG BY: BDM
STD. No.
1 A 3.07 ~ 4,03 T G 3.16 CHK BY: J
SHOWING UTILITY LOCATIONS
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1/2" R ~ ' :q." SECTIO B
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TRANSVERSE EXPANSION JOINT ODE ELEVATION ~ "fib
W A W+A+9" % 8 ooooaooooo0 5' O.O' 5.8' 5.8' S0'' 000000000000 ~ INSET A :?:~R ` SEE INSET A
UTTER aaaaaaaaaaaaaa OMBINATION CURB AND G s' o.o' s.$' s.$ s.O'~~ 2s5" ~ o cucooooau oao ANO NOTE 1 C r > > AND NOTE 1 E7~ANS10N JgNi „ 1$" 7/8 DIA. HOLES
8' 0.0' 8.8' 7.3' 6.5'" 00000000000000 0000000000000 SUE ALK
5 2 7. 7,8 5.0 2.35" OC 5 2.5 8,3 8.1 4.8 © copyright 2002
1 8" R 9" 9" 5 3,0 8.8 8,3 4,4 PLAN / 4 41 0.9' pA FRONT VIEW This document and the design are the property of
5' 4.O' 9,$' 6.6' 3.8' RuSED DDMES SDP SESSrANr , 4 1 7 4 tlAtdIMC SURFACE Not LESS tNAN Integrated Design, PA
M 5' 5.0' 10,8' 8.9' 3.1' ~ $ECtION 2' Full ~cHr ~,i~ ` Any reproduction without CURB BEIaEEN y,.,~.;'
NOTES; iv -3/4" R a B s X-( AN9") fROM FRONT EDGE OF SIDEWALK RAMP FLOOR DETAIL MUST F~AIl~ THINR~ B DIST CE CRaSSWA~ ~ItS. roN ~ RAWP REINFORCING; 2 - #4 REBAR 1$"L. prior written consent is
TO BACK PgNT OF 12:1 (8.33 SLOPE, 1, CONCRETE SHAH BE 3,000 P.S.I, n 4. + BACK OF SIDEWALK DROP REQUIRED FOR ALL (SEE NOTE t0) 1(~ITPoS. 1 2" 8" 1/2" prohibited . IQ / „ ~ SEE INSET 41/ 5" CONCRETE; 4000 PSI AT 28 DAYS
2. CONTRACTION JOINTS SHALL BE SPACED AT 10' INTERVALS, I J/4' R INSET A (A 15 SPAGNG WILL BE ALLOWED WHEN A MACHINE IS USED.) m BACK Of SIDEWALK DROP REQUIRED FOR SIDEWALK SEE NOTE 1 AND NOTE ~ 2 Dwg scaled for 36x24 plots
J. FINISH ALL CONCRETE N1TH CURING COMPWND SLOPES 0.04, 1'-$" F PLAN VIEW
1 " STO P 2/2 WHEEL TE NCRE CO
MEDIAN CURB AND GUTTER REVISIONS T~ DETAILS
REVISIONS SIDE ELEVATION NO SCALE
DATE DESCRIPTION DATE DESCRIPTION 10/86 MEDIAN CURB dt GUTTER SSS END VI W
10/88 DELETED VALLEY GUTTER MHD SHEET 1 OF 2
STD. No. STD. No, JOB CODE; ECSSC
-~AMN I 3.17 I DRAWING NUMBER
STANDARD CONCRETE CURB AND GUTTER I 311 I STANDARD WHEELCHAIK KAMN
SITE
701
•

p DES l~N c~P ~NITECTt,~
A ~ ~O 'o
~ ~ DEWATERING ? ~ ~
CONCRETE BLOCK CATCH BASIN CONCRETE BLOCK CERT, N0. •
No. 5 WASHED STONE FIVER I 2~ MIN `r 51063 z°
Iii o vo a ao tiORTH O~`aP
~ / °o ~ n CAR G•
\ ~ ¦ ~ ~ ¦ - a o CEIGN,
\ SEDIMENT _ ~ _ _ ~ _ / STORAGE STEEP CUT OR FILL SLOPE _ _ ¦ VIII, w'. ¦ O 0 . ¦ ° 4 ,~t.t
- ZONE ~T~ _ _
1. AT END OF PRO~CT, CATCH BASIN CAN 8E RAISED AS NEEDED PLUGgNG OPEN . oe ~ . . O ~ yore 0 0
~ COURSE OF BLOCK WITH MORTAR. 2:1 SLOPE MAX o i~ C8 dAX) q~ ° O r ~ n~i '6 ~ 0
2. RISER CAN BE BUILT AS A STANDARD CATCH BASIN/JUNCTION BOX (WITH WEEP 0 0
HOLES) IN RECEIVING WALL AND BE / UTILIZED AS SUCH WHEN PROJECT IS STABLE. - STABILIZE DIVERSION OITCN ~ °
CULVERT 0~ ~ 3. IF DRAINAGE AREA IS OVER 5 ACRES CROSS SECTION WITH TEMPIXtARY SEEDING N PECIFICATDNS 0 CONSTRUCTIO S AND ERO~ON CONTROL B ° " r s
PIPE F~ GALVANIZED HARDWARE CLOTH W/ 1/Z" GRID THEN THIS STitUCNRE NEEDS TO BE \ TREATED AS A RISER STRUCTURE AND NETTING 0 ° o c® y~r 1, LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE ~ o, _ ` ~ ~,~6,;r
ALL RELATED INFORMA710N NEEDS TO BE SUPPLIED. (TRASH RACK, ELEVATIONS, ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ~O ° Q' O ~ • ~r~, ^ ~ g ~ yrd
ETC..) DRAINAGE, THE FOUNDATION SHOULD BE EXCAVATED ~n r g.:sg~~ AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
DRAIN, PLACE THE BOTTOM ROW OF BLOCKS AGAINST """w~
PERSPECTIVE VIEW THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2.1 SLOPE, GRAVEL FILTER v o ~ ~ ~ W AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. o co co N o z
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ~ ~ co N ~ z
UPSLOPE TOE POSITIVE GRADE 1,0% M GALVANIZED HARDWARE CLOTH i/2" X t/2" GRID s---- ~ N N~ Q a GRADE 1,0% MAX, i ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH a ~ BLOCK OPENINGS. WIRE SCREEN L U ~ oM0 0 '
SEDIMENT STORAGE ZONE FOOD ST~tAGE ZONE (iOTAI BA51N CAPACITY) ~ z ai ai I ~
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT W WIRE M H WITH 1 -INCH OPENINGS OVER ALL POOL ~ ~ ~ z ES /2 DEWATERING ~ „ 3 ~
SIDE SLOPES FL'' ~,Wy BLOCK OPENINGS TO HOLD GRAVEL IN PLACE, x 3 W
I,o~ 2 : t (MAX.) o a~ o \ \ \ \ ~ 4- T 1 2-INCH IN ~ ~ ~ ~ 3 ~
FLOW ` \ , 1.5' FLOW_ t' _ C~PRi \ \ \ \ \ 3, USE CLEAN GRAVEL, 3/ 0 / • \ \ \ \ \ \ DIAMETER, PLACED 2 INCHES BELOW THE TOP • • t6" W \ \ \ 1' MIN, aw _ _
FUTURE STORM •y1~''; DRAIN PIPE \ \ \ \ \ \ \ \ \ \ \ \ ° - - . , U ~ \ \ \ \ \ \ ~ OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 2' MAX. ~0° ° _
t.5' ~ \ \ \ SMOOTH IT TO AN EVEN GRADE, DOT #57 WASHED ',r.°• oho STONE IS RECOMMENDED. •."o,.• S`~•°5~6_ - _ . ~ Q
CONCRETE FOOTING PAD u i CU ( _ - I- _ =III=1 ~ 1=1~ ~ ~ ~ STEEP CUT OR FILL SLOPE III -il Ihl-1~I-III=1~1-I~I-1~1=III p~
SILT FENCE BAFFLES (TYP,) No. 5 WASHED STONE FILTER LAID AGAINST HARDWARE CLOTH (1 : 1 MAX. SLOPE) 11=11~=11 ~I11=~=11 ~ % :..a
REVISIONS (SEE STD, No. 4,03) REVISIONS REVISIONS I I=1 I I-1 ~ 1=1 ~ I-1 11=1 I I ; ~ DATE DESCRIPTION SEDIMENT I I I .I ~ I-1 ~ I= p
DATE DESCRIPTION CLEAN OUT POINT (1/2 DEPTH SEDIMENT STORAGE LONE) DATE DESCRIPTION 1/93 NOTE ADDITION G.M.A, PLAN VIEW I/93 NOTE ADDITION G.M.A. ~
4/96 MODIFY KEEP HOLES, ADD SECTION VIEW
BAFFLES & PIPE G,M,A.
STD. No. STD. No, STD, No. vi ~ ~
4.13 4.09 -
4.05
TOP ELEVATION OF STORMWATER 0.5'-i' W PAVEMENT SHALL BE SAWN TO SAWED PROVIDE A CLEAN EDGE CONCRETE PATCH PAVEMENT CUTS PATCH SHALL BE 6" 3A00 P.S.i.
~5 WASHED MAX. ~ (3000 P SI) (REPLACE 1MTH 2"I-2) ~ CONCRETE OR 7" BINDER COURSE
STONE i ~ 2/3 W 1 TYPICAL RIP RAP CHANNEL 12" 12"
m N ~ ~ a EXIST. PAV'T. EXIST, PAV'T, ~ ~
EXISTING SLOPE ' ' _I I. d
I "-I 4" to i2" • .I
~1 RIP-RAP tg"
VARIES 6" Ir ( FILTER FABRIC OR . I~-...I C~(~I` ~ 8" STONE I" ~ ~ z - w ~ ~ DO NOT DISNRB - > `F"~ N O ~ Ex15T, STONE 12" 12" O DO NOT DISTURB
GRAVEL BEDDING FILTER FABRIC OR ~ v I EXIST. STONE
GRAVEL BEDDING Z z (Q ~ SHALL BE GRANULAR MATERIAL OR • I ~
SIDE VIEW PARABOLIC HAP WATERWAY WITH STONE CENTER DRAIN S ED TRAPEZOIDAL PLOWABLE FILL TO PREVENT SETTLEMENT ,..,'r*•:'•:'~''•.•~"'.
(SHAPED BY BULLDOZER) EXISTING SLOPES , i:: - ~
- O PIPE • PIPE : ~ ~
' - •
VARIES • w PIPE DIA, PIPE DIA, + 18" + 18"
HEIGHT & WIDTH DETERMINED BY - II -I~ ~ d 11 ~ L~.
0.5'-1' XI TIN T PO RAPHY AND ~ E S G O G 0 NOTE: CONCRETE PAVEMENT ASPHALT PAVEMENT ~
• - SEDIMENT STORAGE REQUIRED. 4" to 12 NOTE: ~ I I t 8„ -1 I i, I Z
w ~ ~ ~ ~ KEYED RIP RAP TO F ~ KEY RIP RAP INTO THE DAM 6 FILTER FABRIC OR VELC TO BE USED WHERE EXCESSIVE STORMWATER W VELOCITIES PROHIBIT VEGETATIVE LININGS.
~ ~ _ ~ FOR STABILIZATION. - _ ~ GRAVEL BEDDING _ I
SIZE ~5 WASHED STONE _ APPI SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE. r
V-SHAPED WATERWAY WITH STONE CENTER DRAIN NOTE TO CONTRACTOR: TT V,
SHAPED 8Y MOTOR GRADER) DIME DIMENSIONS FOR d do W VARIES ACCORDING ALL PAVEMENT CUTS SHALL BE REPAIRED CONCRETE TRENCH CAP ON ASPHALT TO DESIGN. WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE STREETS SHALL BE USED ONLY DURING
FRONT VIEW ~ ro ~
REVISIONS REVISIONS REVI I N DATE THE CUT IS MADE. IF CONDITIONS DO NOT INCLEMENT WEATHER WHEN ASPHALT SOS PERMIT A PERMANENT REPAIR WITHIN THE GIVEN PLANTS ARE NOT OPERATING.
DATE DESCRIPTION DATE DESCRIPTION DATE DESCRIPTION TIME LIMIT, PERMISSION TO MAKE A TEMPORARY 11 86 CHANGED MAX, DAYS Sss. REPAIR MUST 8E OBTAINED FROM THE TOWN
10/BB NOTE ADDITION M.H.D. 12/86 CHANGED NOTE INSP. D.O.U ENGINEER,
10/88 NOTE ADDI110N M.H.D,
STD. No. STD. No. STD, No, DWG BY: BDM
~I I~IV P I ~1 A U M ~T A N A A J .01
A~ H 4.06 4.10 5 CHK BY: TJG
UPSTREAM END Of STORM DRAIN 'STREAM END OF DATE: FORM DRAIN OVERFLOW Rev 1 APRIL 02
50~ MIN. GENERAL NOTES: REVISED:
e e • . 1/3 PIPE VAULT WALL 1 15 MAY 02
• o a DIAMETER METER AND BYPASS ASSEMBLY TO BLOCKING • BE DUCTILE IRON FLANGED PIPE AS UNDER I 17 JUNE 02
0 . • - i ' D~ ~ e a METER oe~ 4 METER FACE TO BE A MAXIMUM I
• ~ . 25 NOV 02 ' OF 3.5 BELOW FINISHED GRADE a
25~ OR WIDTH OF e• ADJUSTABLE CONNECTING PIECE TO BE _ i0
EXISTING P TR T • PRO OSED S EE , 7 ROADWAY CLEAN STONE (N0. 57).::.::.:,:.• WHICHEVER IS BURY BOTTOM _ - /a TO PROPERTY GLOW F-1439 ADJUSTABLE CONNECTOR ~ ~
. GREATER, OF PLYWOOD"-I I- • I - - - - - 10 SUPPLY "'-I 1=111~11~11=11~11=11=1 III~II~II- ACCESS ODOR SHALL BE ALUMINUM
I i i6" MIN. METER DOUBLE DOOR WITH A MINIMUM OPENING ~
. 3/4" EXTE 3/4" EXTERIOR OF 42" X 36" ADJUSTABLPEI CENNECTING
NOTE: ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD PLYWOOD VALVES SHALL BE IRON BODY TYPE VAULT WALL
SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE
DETAILS. STEEL FENCE PLYWOOD INLET PROTEC .T PROTECTION EITHER SOLID BRICK, SOLID BLOCK OR STRAINER
POST (TYP.) PLAN PRECAST CONCRETE MAY BE USED 6'- 6 3/4" CONC. RAN
UPSTREAM END OF d END OF OVERFLOW ENCASEMENT
STORM DRAIN RAIN TO ENSURE POSITIVE DRAINAGE, THE AT 3'000 P,S.I. ACCESS DOOR CAST INTO A COPICREIE VAULT SHOULD BE TIED INTO THE EXISTING SLAB AND MEET H-20 LOADING
11 II II II - II II STORM DRAINAGE SYSTEM WHEN POSSIBLE FINIS'FI GRADE -e '+'t. °Y ~ -
NEW CONSTRUCTION II ' ° II ' e 1/3 PIPE vALVE Box
35 MIN. 15 MIN. II II II XI TIN R A WAY II II II p E S G O D • VALVE 8" BLOCK WALLS © Copyright 2002 . p n DIAMETER (SEE STD. VALVE BOx
n ~ u n p . 0 •oo cb ' o epp INSTALLATION (TYPICAL) This document and the . e •p: ) design are the property of
. ° o CA ' • ° p•• ~ METER 6" Irate rated Desi n, PA De MIN. An re roductiongwithout
. • 12" MIN. • •'.•s'. • . 6" MIN. • : ~•,...,..;ti • , WASHED STONE FILTER o Y P • • p• D' TO SUPPLY TO PROPERTY prior written consent is
ACROSS PIPE INLET e' prohibited.
,;,III-1I I~ I I-1I I ,;,III=11111=III-II~III~II II II~II: ~-eLOOKiNG Dwg scaled for 36x24 plots
I I-I I I~ 11= -III- - =11 II~ 111= -I I I~ I I~T~ I I_ _ I I~ I I.
8" X 16" CONC E1E
~ ~ ~ ~ ~ HARDWARE CLOTH-~ REVISIONS CRASS SECTION WARE CLOTH I I ~I~It ~ ~I I~l III ' II' II FOOTING, 3oa0 ps.I. u REVISIONS ~ UNDISTURBED SOIL ~ _ = DETAILS
DATE DESCRIPTION REVISIONS DATE DESCRIPTION
t t trPE 11,H.D, DATE DESCRIPTION U ~ u 0 S ONE
STONE FILTER INLET PROTECTIO PROTECTION
STD. No STD. No. JOB CODE: LL;b6L;
CONSTRUCTION ENTRANCE ,4Uo7o PIPE INLET PROTECTION (PLYWOOD AND S AND STONE) 412 STANDARD 3" & 4" METER INSTALLATION AND VAULT 6.03 DRAWING NUMBER
SITE
702

p DESK ~E cN ~,P ~~,~,TECTU~
~~aP ~~'o
FI PVC OR Z x'00 ~
COMPACTED BACK FlLL COMPACTED BACK Ll PVC SADDLE ~ A.B,S. SADDLE ~ " CERT, N0.
SPECIAL GASKET BY THE 51063 g / PIPE MANUFACTURER WITH
NOTE; SILICON SEALANT APPLIED '
HYDRANT TO BE ~ TO BOTH SIDES gogr o~\~s y n N CAR G,
• PLACED WITH PUMPER ~ Y 15 -0 MAX. NOZZLE FACING THE UNDISTURBED Y ~ SOLVENT CEMENT SEAL DOUBLE 'I"gCEIGN,~' / STAINLESS STEEL
„ TRAVEL/FIRE LANE y ~ TRENCH wAu o BAND
2'-0 MIN. ~ ~ 5'-O° MAX. ~ 0 `t`t861Md4~fjP, 0 ° t~~t
\Y ~ Y 0 ° ° ° tit Iii y 0 ° ° 0 SEWER MAIN o p ° O ¢
Y OW o ° o ~ ;r
CURB & ~ a ~ v: w•~: ° 0SEWER MAIN p ° ~ ~ ~ ~ q i'~
GUTTER ^ " FINISHED ~ .•°v:'`` Y CONCRETE ENCASEMENT z " m ~ < GRADE INITIAL Y o FLOW ° o ~ 0 c ~ ° ° ° a " ti
~ Y/ ~ BACKFlLL ~ y/ ° ~ ° ° n
Y... Y ROADWAY ~ ~ LNG LINE Y EMBEDMENT SPRING LRtlE Y STEEL BANDS " 2 STAINLESS `R
" ~--~~~z_ , . ' _ _ _ ::7:•..;:. °r:~-~--- TAMPED ~ MATERIAL _ _ _ _ m OF PIPE Y OF PIPE Y RIBBED PVC PIPE ; ~ - ~ `a~, Y . HAUNCHINC PVC AND ABS PIPE ~1 y . ~
i Z BACKFILL HAUNCHING ~ \ CAST IRON VALVE BOX 1n :;f~: EMBEDMENT
- r. ~ TAMPED BACKFILL ~ i ~ BEDDING MATERIAL :.r:~'•j'~ DIP SADDLE ` 4" BEDDING MINIMUM
?K t O _ - - ~ - F. K T BY THE o o N N W ~ ' • ; °.K : ~ ' ' ' SPECIAL GAS E
F8C. w 0 INIMUM = M Y I m / i. i /../,r ,c. / / i. , N 7 S ON ~ a. 5 ~.r~: O: RER WITH o co co N a z y/\/~~ PIPE MANUFACTU ~ r ~ N ~ a
• •4 F O SILICON SEALANT APPLIED ~ cv N ~ a d TO BOTH SIDES U ~ ~ ~
UNDISTURBED=_ ' ' ~ N SDIL - •r MAIN _ ' ° R S DZ o;m I
~ ~ - . - SPECIAL BEDDING FOR 3 TO TANDARD BEDDING N ~ v W ' PTNS Z
• N T MECHANICAL JOINT FOR 14 -20 DEPTHS FOR 3 TO 14 DE 1, PVC SOLVENT CEMENT SHALL o o ~ ~ LES, ° r- ~ z x w
IC 6" GATE VALVE CONCRETE BLOCKING EMBEDMENT MATERIAL I BE USED FOR PVC SADD TENT MATERIAL MUST BE CLASS I o o , 0 0 ~t°3
CONCRETE THRUST BLOCK MIN 1 /3 CY AT (N0. 67 OR N0. 78M N OR N0, 78M WASHED STONE IS TYPICALLY USED) 2, ABS SOLVENT CEMENT SHALL ~ SEWER MAIN D ° ~ U
i/3 CY AT 3000 PSI DUCTILE IRON PIPE 3000 P,S.I. EMBEDMENT MATERIAL ' MPACTED TO A BE USED FOR ABS SADDLES, ~.oW ° ° W LENT MATERIAL SHALL BE CO ° ~
MAIN LINE 1EE N-~L MINIMUM OF 90% STANf R o o = d OF 90% STANDARD PROCTOR DENSITY FO 3• TRUSS SADDLES SHALL BE USED ° ° U a o ~
F BLOCKING TO BE 2" FROM CLASS I MATERIAL. 1, TOP 0 I MATERIAL. WITH TRUSS PIPE. 0 0 C
HYDRANT WEEP HOLES. REFERENCE SECTION 7,i NCE SECTION 7.01C FOR EMBEDMENT
NT TEE MAY BE SUBSTITUTED REVISIONS MATERIAL SPECIFICATI01 2. HYDRA I N$, 2 STAINLESS STEEL BANDS Al SPECIRCATO REVISIONS ~
FOR D.I.P. NIPPLE AND RODDING, DATE DESCRIPTION ALL SANITARY SEWER L DATE DESCRIPTION C7 NITARY SEWER LINES OVER 20 FEET IN lo/BS ADDITION OF NOTE o,o,u• D ~ C TI LE I R ~ N PIPE L7
REVISIONS DEPTH MUST BE O.I.P. MUST BE O.I.P,
T DESCRIPTION 3. TAPPING SADDLES MAY BE USED INSTEAD DA E OF A TEE FOR WATER LINES LARGER THAN 16 INCHES. f`O STD. No. STD, No, v~
12 86 LABELED TEE D.O.U. 8/90 NOTE ADDITION C~IIS • ~
QQ~~ M - RY TA A S R T , No. CX, SD ~ X F F G ~R N Iv T A~ R T A .02 R 7 P_ RY S P R A W ~l .16 A RY 7 _ TA R A A
E B
A T 6.06 R Y A
~ >nr OPEN END
`r s NON SHRINKING CLEANOUT PEN END
TAG TAG 1M1(R Llt N'EA'k1ER e. vnmt ut GROUT O • CLEANOUT
a• auNUir v r~ > mRrau nrnuu - ' NON SHRINKING
VALVE i GROUT TEE
TYP, FlNISHED GRADE BOX ~ TYP, FlNISHED GRADE IN PAVED AREAS . COVER N IN UNPAVED AREAS SERVICE LINE MANHOLE WALL
N \ \ I ~ CgRMAMTOI 1T TEE 'r' ?o~ tort~lwaau >n
n 1111046 COIIMC1a . C11
" - - - -I _II _ g" V STEEL STRAP
_ _ _-III _ _II III . ~ ~ N11Q 6:101 -I, N vAa~ DOWNSPOUT L.
• /E~ ; X... DOWNSPOUT ,
R ~ ~ . ASE COU SE ~ a. ~ ; . . • , 1CA tOrtMNTla1 STRAPS 3 MAX , ri t>AI[ STRAPS 3 MAX
Z UNPAVED AREAS - _ - - PAVED AREAS) , : ~ ~ ~ ( ) • - » - - 1" WIDTH 1/8°
2" THICKNESS I-2, CONCRETE ENCASEMENT 2 0 t1~[ -I THICKNESS ~ W M
H OR HB BITUMINOUS AT 3000 P.S.I, x'~ CONCRETE MANHOLE WALL , ; ~ STEEL STRAP x' cts 6 ' . ~ ATTACHED WITH O
VALVE BO y M TAMPED ° ~ ' 90' BEND 6 ANCHOR BoITS r ' ~
BACKFILL ~ ' 4 ' ',e.. N •r TO THE MANHOL WALL
NOTE TO CONTRACTOR; '';,~4:,,. 'k-=' ~P-"-TAMPED (PAVED AREAS) VALVE BOX SHOULD NOT ~ 'r". BACKFILL 12" THICKNESS I-2,- ~ (UNPAVED AREAS) ' I N
CONTACT MAIN OR VALVE ,;;•~v"~; H OR HB BITUMINOUS ~ CO C . 'e.• NT ~ NVE'RT SHELF 90' BE D ~i V M : ~ ~ t~tt ~~,;~:;r~!~;;:~~~~.~;:•, ~ MAIN INVERT SHELF
CQNCRETE ~ ENCASEME iaopol6 ` P S.I, v~ct I : • ! • AT 3000 ~ _ - - - - - vA<vt Mt LINE i~ 3'.± .i•:~ i fi tiL Y': 1Y~w•Ri .i.^~:.d~i:•• a•},K> WCt .t' zrvey ~ a vyv. ~tip.1'.~s'•. Fa.?4~;..~ , :+;1;•~~:z . .s .•,K~•x> f~~'~>•:'i a-Fr+;; t,7h . S ~.,i t y4y.r~~y 4>.~tiTrw~:ffi,~ C.~ ~'1cLa•v ~;,,~+e i+oa VA<Vf. V;i N;:~sr4 j. Ya;!!aC'ri'3•sf. do .>L L+.;. :.°.f..: ..;~d.'. fr.e~.•. ~.:~`aZi~? ,..^~•kr ar~~..... is.
VALVE . MAIN y i;.t,rfe!:.`4'p°~ •t,A~t.?` ;ai-•J iSa:«:~Sa wY: '.yr;..~~;,,rj1~i'1 ,y.,~.i•.c:"~!h'i•4C;::,f~iwr;..;~~' :`r~'''%.' :.;i'...., a+i. R~.MR~w~!y • Yi~ii irtf''`.~ a,f>:. N~ai L.'.SOYw~Y1 ~~}h ' a s~cf?C.: 5..,~.:[:'r' a 'r3•t. ati ti,.;,.a; , x
VALVE BOX COVER nt . ~
. ' i~ ~ ~
' ~ vAwt 1mc BLOCKING 1r
TAMPED TaG ~ BACKFILL ~1p1? RT1M'Al1 T MANHOLE BOTTOM O ~ MANHOLE BOTTOM
PLAN
N 5' i. PIPING CONFIGURATION TO BE USED ~ T ON ALL DROPS OVER 30 , V!
SECTION N T ' auw~ 2. DROPS TO BE CONSTRUCTED OF A,B.S,
R VALVE BOX EXTENSIONS. o>Itr ~ antot 1, D.I,P. MAY BE USED FO T~AICAL d~1 ~ TYPE B - DOUAI F SERVICE P,V.C, OR D.I,P. PIPE.
2. VALVE OPERATING NUT MUST BE EXTENDED SO TYPE A - SINGLE S R~ VICE des THAT THE DEPTH IS NO GREATER THAN 5 FROM REVISIONS NTS tmdlt NTS REVISIONS 3. SERVICE LINE MAY NOT ENTER MANHOLE
THE SURFACE USING A MANUFACTURER APPROVED DATE DESCRIPTION DATE DESCRIPTION THROUGH CONE SECTION OR ITS JOINT, ~ ~ ~ 4 THIS DETAIL SHALL NOT BE USED FOR
REVISIONS EXTENSION KIT. NDTEr SYSTEM TD BE MAINTAINED BY ~ HOTEr SYSTEM TD BE MAINTAINED ~ DATE DESCRIPTION OVNER PAST 1HE EASEtENT UNE OWNER PAST TF~ EASEI~NI ~ TF~ EASEI~NT LINE FORCE MAINS.
11/86 NOTE ADDITION s.s.s. 3, PRECAST CONCRETE ENCASEMENT IS ALLOWED STD, No,
11/88 NOTE ADDITION M.H.D, OUTSIDE OF PAVED AREAS. STD. No. - ~ DWG BY: BDM
STD. No. ~I IV Y A P 7.10 A v - 6.16
M ~ 6.08 CHK BY: TJG
A
waTE PROPERTY DATE: waTER ncHT PLUG LINE 1 APRIL 02
W
ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS (WHERE THE WYE, BEND AND RISER MUST BE CAST IRON) Z Z Z REVISED: ~ m m
y MINIMUM CONCRETE BLOCKING (C.Y.) ~ ' VARIES 1 15 MAY 02
I FINISH GRADE 5' s' 17 JUN 02
NOM. PIPE TEES & 90' 45' 22-1/2' 11-1 /4' CURB & 'q END BEND BEND IN PAVED AREAS GUTTER • : ~ ~ DIA. IN. DEAD ENDS BEND 8 SII SIDEWALK
•.+.•s. THREADED • ` 25 NOV 02
F°~ 1 3 1 3 1 /3 BRASS PLUG ` , i W W 4 1 /3 1 /3 / / PAVEMENT PAVED SURFACE _ ~ •
• Z • • y W • • . ~ i/8th BEND y ` . • y ~ y ` • •
1 3 1 3 i /3 1 /3 1 /3 6 / / i • iY y y
CAST IRON OR SEE ENCASEMENT Z + • PIPE r
1 3 DUCTILE IRON PIPE DETAILS ~ g 1 /3 1 /2 1 /3 i /3 / MINIMUM GRADE OF 1.0~ )E OF 1.0~ WATER TIGHT • • • 12^ as Iz^
1/16 OR i/8 PLUG • ' LESS THAN a'
1 3 1 3 CAST IRON BEND 10 2/3 3/4 1/2 / / ~ I
1 /8th BEND COMPACTED SOIL ;TED SOIL
12 3 4 1.0 2/3 1/3 1/3 MAIN • ~'''..4'- . ~ > .a • D,I. PIPE
~ \ / ARTER OF '
- _ ~ CAST IRON WYE TAP TO BE MADE ON THE TOP QUARTER OF ~ ` 1 0 1-1 2 3/4 1/2 1/3 THE MAIN. IN LINE WYE IS THE PREFEREO 14 /
METHOD FOR SANITARY SEWER SERVICES.
~ 16 1-1 /3 2.0 1,0 1/2 1/3 N T~ II ~ SAN. SE4 D.I, PIPE © Copyright 2002 SAN. SEWER SERVICES WHICH ARE 14 TO 20 FEET This document and the
_ 1-1 3 2 3 1/3 OPTIONAL CLEAN OUT DEEP SH DEEP SHALL REQUIRE BEDDING IN ACCORDANCE design are the property of
UNDISTURBED 18 1 2/3 2-1 /3 / / EARTH (FOR WELL MAINTA?NED AREA) WITH DEl 20' AND WITH DETAIL 7,16 FOR FLEXIBLE PIPE. SERVICES OVER Integrated Design, PA 20' AND UNDER 3' DEEP SHALL REQUIRE D.LP. Any reproduction without
• • r~''.'':• O 1-2 3 3/4 1 /2 THREADED N END VIEW prior written consent is CROSS SECTIO
F1NI BRASS PLUG prohibited.
GRADE j Dwg scaled for 36x24 plots
24 3.0 4-1/3 2-1/3 1-1/3 2/3 ' " ~a: 4 THICKNESS °.a:.?•• „
' 3000 si CONCRETE 6 • CONCRETE SHALL BE 30D0 P.SJ, MIX, P b'"' 6" REVISIONS CONCRETE SHALL BE 3,OOD P,S,I,
REVISIONS 6" DATE DESCRIPTION CONCRETE ENCASEMENT NOT REQUIRED WHEN PIPE IS Ai DETAILS
REVISIONS DATE DESCRIPTION I VI W TOP VIEW it B6 CHANGED NOTE SSS LEAST THREE (3) FEET UNDER ¢ OF CREEK BOTTOM.
ATE DESCRIPTION 10/86 ADDITION OF NOTE o.o,u ~-~--E-- D ~ 11 BB DIMENSION CREEK DEPTH MHD
NO CONCRETE SHALL COVER 12/86 ADDITION OF NOTE D.O.U, STD, No,
BOLTS OR GLANDS, 11/88 MAIN DEPTH M.H.D STD. No. _ _ _ , r-. r n i r-, n r ~ r- ~ a r t\ I T f n I~ C~ T D ~ ~ ~ Q n C C ~ I~ ~ ~ ~ ~ mo ~nnr. F('.~.~'r^
STD. Na
P AND SERVICE 7.01 I STANDARD C;UNLKL It tiv LH~tivity rUR ~ ~~t-\ DRAWING NUMBER
STANDARD REACTION BLOCKING 6.12 STANDARD SANITARY SEWER TAP AND
SITE
703
•

0 oEs
~~N Q.P ~~~1TECT(~<
P ~ ~ CUT CORNER FROM ~'9 ~ ~
8" MIN, LOW PERMEABLE SOIL REGULAR CAP lRllTS ~ ~ " CERT. N0.
51063 z°
MMI StfWGHf
KEYSTONE 4" CAP UNIT SIDED CAP STANDARD UNIT " p tipRr ~\aP
BASE LEVELING PAD NOTES. ° o H CARD G. MINI CAP UNIT CUi CORNER FROM gCEIGH+~~
1. THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH: 1 BM CAP UNITS TD FIT R p CONDITIONS
OF CRUSHED STONE OR 2,000 PSIt DEPTH: 10 0 UNREINFORCEO CONCRETE. HEIGHT: 4" O 4~1ttH11gAii
KEYSTONE STANDARD UNIT N ATION IS TO BE APPROVED WEIGHT; 45 LBS ''i 2. THE BASE FOU 0 ~ Mu~,
BY THE SITE GEOTECHNICAL ENGINEER PRIOR , ~ TO PLACEMENT OF THE LEVELING PAD, yq INSI CORNER -SQUARED a' ~ ^.@ ° ~
REINF RCED ~ BACK ILL
STEEL FENCE OR RAILING W = RETAINED SOIL STANDARD UNIT 0 J ~ ' 1 ' w WIDTH: 18" "
wOEPTH: 21~ y
~ 64 HEIGHT: 8 ~ ~ ' *WEIGHT: 115 LBS r *a
KEYSTONE 4 CAP UNIT NON-SHRINK GROUT N IN PLACE w X' GRID LENGTH POST ~ r , CUT ° o sw
c FINISHED GRADE STANDARD UNff o °~@dweg;s'8~ TO FR o 0
APPROXIMATE
. z UNIT CORE FILL EXCAVATION LINE N ~ 3 4" CRUSHED O 'C7 N DD N ~ ~
O CK OR STONE KEYSTONE STANDARD UNIT ) O 0 l~0 t~0 N ~ z
0' '0 . SLOPE CUT UNIT FACE NO PINNING NEEDED IN ~ r ~ N U a 7 OVERLAPPING UNIT ~ N N ~ 4. a
H D ROCK OR U ~ M ~ 6" CRUSE ° ° ~ D~ ~
UNREINFORCED CONCRETE OR PERFORATED DRAIN PIPE (OPTIONAL) CRUSHED STONE LEVELING PAD m rn I ~ UNREINFORCED CONCRETE ~ LEVELING PAD ~ ~ J~ O r w
FENCE SECTION & PLAN DETAIL ~CT)•- z ALIGN CENTER OF r' ~ . , 3 z
STANDARD UNIT - 1" MINIMUM SETBACK 1 STANDARD UNIT BASE PAD ISOMETRIC VIEW AaaN~NC w+R vATH ~ . X 3 W
TYPICAL REINFORCED SECTION SCALE: 3 8" = i'-0" ~ FACE ~ ~ I° ~ ' 3 / SECOND COURSE ~ U
STANDARD UNIT -NEAR VERTICAL SETBACK 'ADIMENSIONS ~ WEIGHT MAY VARY BY REGION FW- I~ _
1, INSTALLATION TO BE COMPLETED IN ACCORDANCE W(fH MANUFACTURER'S SPEC6ICATIONS. v Q 2, DO NOT SGIE DRAWINGS. ~
3. ALL UNRS SHOWN WTM SCULPNRED ROCK FACE FlNISH.
4. CONTRACTOR'S NOTE: FDR PRODUCT AND PURCHASING MFORMATgN NSR ~ REFERENCE 147-045
N
" vAN NOTE: l1CCE531 L7 UNIT DRAINAGE FILL R
1 STANDARD UNIT CORNE
1. CHECK WITH MANUFACTURER SPENTATIOIONS 1~" ON CORRECT DIRECTION OF ORE N FOR <IT - 3 SCALE, NTS www.PROJECTmorketsite.com ~
RESERVED GEOGRID TO OBTAIN PROPER STRENGTH, OF SOIL FILL IS REQUIRED PARKING BETWEEN OVERLAPPING GEOGRID C71
VAN FOR PROPER ANCHORAGE EINFORCED • . -
RESERVED MAXIMUM ACCESSIBLE PENALTY MODULAR BLOCKS < :.Ile II° ~ ( '
PARKING E25o J
GROUT BETWEEN ,n I , ~ , "II. iv
R7-8D R7-8A „Ax„,~„ rEw?~n (SEE SECTION C-C)
fxsa 12"
(MIN.) FASCIA PLATE
(SEE SECTION C-C) ALUMINUM ARCH
R7-8 COLORS OR BOX CULVERT GEOTEXTILL ATTACHED
WfTH CONSTRUCTION ADHESIVE
LEGEND AND BORDER -GREEN
WHITE SYMBOL ON BLUE BACKGROUND HEI NTH MINIMUM WALL RADIUS: W
BACKGROUND -WHITE INSIDE CURVE: 4.0' AT BOTTOM OF WALL) OUTSIDE CURVE: 4.0' AT TOP OF WALL) W
~N
SIGNS APPROVED FOR USE UNDER NC GENERAL STATUTE 20-37,6. NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WftH MANUFACTURER'S SPECIFICATIONS.
5 GEOGRID INSTALLATION ON CURVES HEIGHT TO BOTTOM OF LOWEST SIGN SHALL 2. DO NOT SCALE DRAWINGS. tiV
" IAN PATH FROM CAR TO 3 SCALE: 5/32" _ ~'-o" BE 84 WHEN PEDESTR 3. CONTRACTOR'S NOTE: FOR PROHUGT AND PURCHASING INFORMATION VISIT www.PROJECTmarketsite.com REFERENCE 147-051C
WALK PASSES BY OR UNDER SIGN. WHEN PATH ARCH OR BOX CULVERT ttS M000LAR BLOCK ALUMINUM
DOES NOT PASS BY OR UNDER SIGN, HEIGHT 0 D -HORIZONTAL CONNECTION JOINT DETAIL SECRNN D- ~ L,.
SHALL BE 60" rtrt
D SIGN DETAIL HANDICAPPE I PROTECTED s>• ( www.caddetails.com `V PROTECIEO er coPrR~+T - 147-o51c o5/zT/oz
N.T.S. ~ ~
REOOT sTUCAIC nc aAa (SFE N01E S fOR OR(RTA11d1 dF eRA1E)
W 4' 8' 35" MIN. 8" 4" ~ ,A~ ~
Avoid purchasing trees with two lenders or remove one nt planting. Otherwise, do rORdt ~ r '
Do not wrnp trunk on trees under 1-1 l/2' cnllperl not prune tree nt planting except for specific ~ A v fir/
M rk the north side of the tree M the nursery and 0 structural correctbns• 0 locate to the north b~ the fk+ld. ~ REINFORCED BACKFILL ? ~1'.;
0 Do not stoke trees except where specified by e landscape architect, If stakhg Is necessary, use m I' PG 00111E
two opposing stakes with separate flexible ties. Remove staking at end of first growing season. ` Ip" PaR a oounE _
Trunk flare and top of root ball should at ~ ~ grade In well drained soil, up to 4 Inches ab ve
rade In poorly draped soils, p 3' (Scm) minimum pine straw or bark mulchl 6„ GEOTExTILE ATTACHED ~ - ~ 9 e - ~ 474.25 TOP
e00 ~ ~ Do Hat place mulch In CnntaCt with tree WITN CONSTRUCTION / ~ MIN ADHESIVE ~ \ pe c ~e NIT DRAT ~ NGTH ~ ~ 14 MIN. LE ~ ~ A'
' ( m) rWsed rim Of SOA t0 direct FILL . . 4 IOc 9 I ~ water Into root bnll-especklly InportaM M WEIR t~ Pol PLAN) ~
e ~ ~ ~ CONCRETE II top of root boll is raised obo gra ~ ~ ~ ~u
WI h of lnntln hde 15 3 tines roo all it 0 = . O O . . O HEADWALL Note dt p g diometer h highly compacted or clay soils 2 tin al-~--;_ "-"K n add 3-1' <7-10a+) of I 4$" PIPE „ ~ DWG BY. BDM 48 PIPE I I
the root ball diameter minimum In all others, II BeFore plo tang II II roll-composted leaves, recycled yard waste 1/2" BLACK ` II II Or other compost and tAl Into tap 6' (15tH) INSULATION BOARD _ i~ ~1 TJG
1 I of prepared soft. Add compost nt i?0-35Y.by MoouLAR BLOCKS ,
vdune to bnckfill. • J000 .:,.,.~.p:'•:,..~•. ~4+~ T~,',~~;•. bZ ATE:
\ 2" D 2 ~ ~ 47 .35 1-48" RCP P.S,1. : ~ '.~.c s ..ti ~ ~ ~ 0
P k ckflil sdl around base of root ball to \ / nc ba CONCRETE ~ stabilizer allow rest of backflll to settle naturally, +'~DB~''"'DAL"" 1 APRIL 02 oR PECASr uAr ee uE0.
Dig wide planting hole with tapered 51 or tamp lightly, 3000 ~ ~ • I• ~ ~ ~ ~ ~ ~ Z SECTION 1FOR~•RCP.ANDlARC61UERPEOIA P~aN REVISED: . ~ @ ~ •:;,Y y r, co ~ PLUS +Y raR NNR+uu IR9EE oMEREaoR. ~ s auno wErs sRAU ROT BE uEEO wnNt mAYE1 MEAA
Cut burlap, rope and wire basket away fro op ~ q-6' (10-15cm) deeper than root ball for lowered ' ' • and sides of root ball, ~ planting hole as needed with poor drainage, MOAIW s1PPS REOIRREV.l6" a~ wNNE oEPn+ Exacos s. Y 0 2 „ 1 15 MA
Set ball on undisturbed soli to prevent ling• NOTES: Extend stakes hto undsturbed soil, 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS, 1-2 ORIFICE a ~ ~o~AS r ~ ago ~ J
COIINNL 9NUlONAES DEEPER MMi ttl SHALL REOUIR OP1BlE WALLS. ~ 5 N O V O a
r du with n lnr a au r, In Detail (B&B rants) 2. DO NOT SCALE DRAWINGS. IF piant(ng holes a e g 9 ge Tree Plant g P 3. VERTICAI. SETTLEMENT JOINTS REQUIRED AT TRANSITION: breaking down the sides with a sholvel can Adapted from 'Architectural Graphic Standards' A: BETWEEN FOOTINGS 25 FEB 03
eUminate glazhg and create the preferred 1998 and Watson & Himelick Principles and 8: BETWEEN WALL TYPES sloping side, 'Practice of Planting Trees and Shrubs' 1997 C: AT ALIGNMENT CHANGES BID-RETEf~T10~1
CONTROL STRUCI _ STRUCTURE 22 ARD INLET WITH GRATE AND Y
NDTES~ NTS FRAME NTs
her s~xh 6. Use 2' x r x 6' hardwood stakes and #9 wire encased In MODULAR BLOCK CONC. HEAaWALI 1. Where severol trees wttl be planted close toget
that they wNl likely share root space, till in soft amendments rubhose for stoking when needed or as directed b architect. y SECTION A-A -VERTICAL SETTlEl1ENT JONT DETNL
to o depth of 4-6' (10-lScm) over the entire area, 7. Use tree wrnp up to first whirl of branches on trees
2. For container-grown trees, use fingers or snail hand tools above 11/2' to caliper to prevent scalding,
pull the roots out of the outer layer of potting SoAr then cut B. To promote aeration and percolation In heavy soils, plant
or pull apart any roots circling the perimeter of the rooQbolve existing grade as shown, container•
3. During the design phase, confirm that water drains out of 9. Backfili with BO% parent material and 20'/. decomposed
the orgnnc soul use lowered planting hole depth, and design alternative matter by volume well nixed.
drainage system ns required. f0. Provkle 6' minimum of backfAl on eoch side of rootball to
q. Throughiy Bonk the tree root ball and ndJacent prepored pro~ap~ re-estoblishment. soil
several times during the first month after planting and ll. Provide an earth saucer for water retention. regularly 468.0 TOP ~ Copyright 2002
throughout the followMg two summers. p This document and the L design are the property of
5. The planting process 15 simttar for deciduous and evergreen 12 ~ 4fi6.0 2-12" Integrated Design, PA
trees. 12 12 Any reproduction without 465.25 prior written consent is
prohibited.
O
I ~ Dwg scaled for 36x24 plots i
I I
3 "PIPE » IP 4" ~ DETAILS l P E m a
~ „ a -462,0 30 RCP
CONCRETE 3000 : ; , i,: . ~ T ` r~ ~ a z B CODE: ECSSC JO
DRAWING NUMBER
YI #4 CNTRL STR. - STIR. - ORIFICE ELEVATIONS SITE
N.T.S. 704

~Ea oes~c
(~P ~~1ECT~~ P~' ~ Cp .Q
~ ~ Y
RIM EL. ~ CONC. PAVEMENT +,75" ABOVE ~ ~ CERT. N0.
EDGE BIORETENTION BASE a 51063 z°
D.I. (TYP)
NCDOT STANDARD 2'x 2' GRATE HILL SIDE +pRr 0.20' 0.55' PAVEMENT H CARD G,
(SEE NOTE 5 FOR ORIENTATION OF GRATE) 4" 8" 35" MIN. 8" 4" RETENTION BIO CURB 3C GUTTER Rq( RETENTION EIGH,
MORTAR
BED -
~ i . w 2 4" 2.4.. 1.00' - - -
RICK 0_ s ~ " ' S' 8" colteEL B ~ ~ ~ 5 8 4 - s MIN - - - - I
1" PER COURSE O UPHILL SIDE - - - ° ~ 1 ~
FOR 6 COURSE O PAVEMENT - - - = t~ ~ S - '
CURB STOP I I 4.00' ~ 4 t
'i II TOPSOIL CUT OR FILL AND ~~~~q~' MATERIAL TRENCH DRAIN TRAFlC s
. >t• z ~ ~ ~ BASE of RETENTION BID-RETENTION BASIN ~
~ . O O 8' THICK ~ , I' (
e a: ~ CONCRETE PAO , W N CD ~ ,3~ ~ vo Ln~ W
J r7 m t P (4) 8" CONC. FlLIED 0 cp c0 N O z 1LLED 0_ ~ to N ~ Q
Q . Y FIxED BDLIARD (TYP.) ~ . (TYP.) ~ N N ~ 0. ~ IiSIDE SEED BED PREPARATION -
4 2 INSIDE, 2 OUTSIDE ~ U 00 OD 0 ~ m~I z
r , MAx• ~ = w 1. CHISEL COMPACTED AREAS ANO SPREAD TOPSOIL 3 INCHES w ~ rnrn~ z
5:1 I PIPE 4" ~ DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. ~ z
r: s .ii' 8' TALL LILT-UP PANEL . u0 I • • :~•.4`~ WALL, PATTERN AND COLOR 'PANEL AND COLOR 2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH, w ~t° 3
~ I TO MATCH BUItAING (wH~E) , LING 3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER 08STRUCTIONS ~ w
CON ETE ~ CR - LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. U
4, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE _ a ) N MIX WITH SOIL SEE BELOW . U UNIFORMLY A D ( ) z
1. EIhIEIt SOIro BRICK , SOUR BLOCK • 1 "-0" ~ ' 10~ 0"
OR PRECAST CONCRETE MAY FlE USED, 0 ~ ' ' I~ 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM INCHES C REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO a
SECTION 2. FOR 24' R.C.P. AND LARGER USE PIPE d A, PLAN ~ ~ PLUS 11" FOR MINIMUM INSIDE DBIENSION. P 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER ~
3, GRATED INLETS SHALL NOT BE USED WITHIN TRAVEL AREAS, f SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK ~
~ ~ REVISIONS 4, STANDARD STEPS REQUIRED 0 IB' O.C. WHERE DEPTH EXCEEDS 3'. ' 7. MULCH IMMEDIATELY AFTER SEEDING ANDANCHOR MULCH.
.CLEAR~GAiE OPENING DATE DESCRIPTION g, S1EpS ARE REQURED, USE OF PRECAST CONCRETE SLAB REPAIRS OR ~
11/88 NOTE ADDITION M,H.D SHALL ff USED AS TOP AND GRATE POSITIONED OVER STEPS. \ ~ ~ ~ ~ ~ ~ 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY IF 01
6. YARD INLETS DEEPER THAN 10' SHALL REQUIRE DOUBLE WALLS. \ ~ ~ i ~ / ~ d NG5 WITHIN THE PLANIING SEASON, IF ~~16?$.LOWING RESEEDI STAND SHOULD BE OVER 6096 DAMAGED, REESTABLISH C
STD. No. zo Ga, cuvaNlzEO tX)RRIGATEO EO CORRICATED ORIGINAL LIME, FERTILIZER ANO SEEDING RATES.
22'-0" METAL ATE ~LVANIZED I GALVANIZED ANGLE BRACKET
8.02 FRAME AND 1/ ~nc~ES~ R OIAfANAL WT A PROVIDE sn. Y A TA SLEEVE SET PAINT COLOR TD MATCH BUILDING ONAL BRACES 9,) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE MATCH BUILDING AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED,
IN CONC. AT CANE BOLT
• APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (3 TONS/ TREATMENT ACRE IN CLAY SOILS)
R U NCL TR D P UM FERTILIZER - 1,000 Ibs, /ACRE -10-10-10
SUPERPHOSPHATE- 500 Ibs> /ACRE -2071 ANALYSIS
INTERMEDIATE TYPE 4'X4' DEEP TYPE (5'X5') SCALE; N.T.S. SHALLOW TYPE MULCH -2 TONS /ACRE -SMALL GRAIN STRAW ANOTHER - ASPHALI EMULSION 6300 GALS./ ACRE
(5 fEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
.F.1
W
STANDARD 5TEP5 REINFORCED L.
~ ~B 18' ON CENTER CONCRETE CONCRETE ~ , SL B ~ N
' • r . 36" GRASS GRASS
9" 8" STANDARD ALTERNATE LAY~+G SEEDING SCHEDULE STANDARD STEPS STEPS 16" 0 dRECTION EVERY SEEDING SCHEDULE
16" ON CENTER CENTER 12' THIRD COURSE 6' MIN. (REVISED: 1-t-86) (REVISED: 1-1-a6)
6 e,6 :h~; Disturbed areas within 100' Neuse River Buffer Shoulders, Side Ditches, Slopes (Max 3:1}
''y •~jwl ,;pit' ALTERNATE IAYING g •}?\~i• ALTERNATE LAYING -l- • DIRECTION EVERY ~ +~,?~+r. .,~Fn^ . PLAN VIEW 0
g'~ DIRECTION EVERY THIRD COURSE 8, ~ • • • • ~ ; ?'...f SCIENTIFlC NAME PLANTING RATE 0 THIRD COURSE g -r- COMMON NAME PLANTING RATE L DATE TfPE
FRAME, GRATE R HOOD SEEDMI SEEDMIX 1 OUTSIDE FIELD AREAS, AS NOTED. n it in e e t Install level) and flush
PER D,O,T, STD, 840.03C FRAME GRATE di HOOD CONSERVATION SEEDMIX FOR BUFFER ENCROACHMENT, AS NOTED. FRAME, GRATE dt HOOD PER D.O.T. STD. 840.03C MARCH 1- JUNE 30 Au tti (P ) with natural ground. Aug 15 -Nov 1 Toll Feacue ~ Ibs/acre Pipe or Ditch
PER D.O.T. STD. 840.03C ( ) Nc Nov 1 -Mart Toll Fescue 300 Ibs/acre outlet Abruzzi 25 Ibs/acre ~ Rye
REINFORCED CONCRETE SLAL~ REINFORCED i Dots 501bs/acre Mt Mor 1 - A 15 Tall Fescue 300 Ibs/acre A "4"~ Pr A
• 'i 4 CONCRETE SLAB , x'" s 6' AI I--26" Indiongrass (Sorghasirum nutons) 31bs/ocre J, Apr 15 -Jun 30 Hulled Common Bermudogross 25 Ibs/acre (n n 120 Ibs acre 0
" 26" OVER 20' 81g bluestem (Andropogon gerordi) 21bs/ocre Jul 1 -Aug 15 Toll Fescue a d / ••*Browntop Millet 35 Ibs/acre
g NOT TO EXCEED 5' 48" m little bluestem (Schizachyrium scoporium) ilbs/ocre •••or Sorghum-Sudan Hybrids 30 Ibs/acre W W,
8' FROM 5' TO 20' g' ~ 'n = Switchgrass (Ponicum vngotwn) 11bs/ocre
t2' Z~Y LE 6 ~ ' 6 ;r~,v;~. a i ~ Eastern gomogross (Tripsocum doctyloides) 1lbs/ocre LESPEDEZA S s 3:1 to 2:1) Square Preformed ' m, yp, /•ti ~ ( Scour Hole (PSH) V
Wae in love Toss (Era rostis curvulo fibs ocre M ; - n 1 $ericeo Lespedezo (scarified) 50 Ibs/acre (Rip Rap in ~ Mar 1 Ju ~ basin not shown
6"r 6"r Block-e ed Susan Rudbeckio hirko) t/41bs /ocre 3000 PSI CONCRETE ~ Y ( 41 r (1 Mor 1 - r 15 Add Tdl Fescue 120 I~/ocrs for clarity) 90" ( M ) ee wit ah 8
SLAB DETAIL LAB DETAIL ~-eye sunflower (Heliopsis helionthoides) I/ bs /oc e ( S Partrid e o (Cassia fasciculate) 1/41bs /acre E (Mar 1 -Jun 30) Or Add Weeping Lovegross 10 Ibs/acre o t n otl
9 Pe (fr (Mar i -Jun 30) Or Add Hulled Common Bermudagrass 25 Ibs/acre d ~Q"_ Jun 1 -Sep 1 ''"Toll fescue and 120 Ibs/acre
SLAB THICKNESS AND g^ REINFORCEMENT FOR SLAB THICKNESS AND 8" '••Browntop Millet 35 Ibs/acre d,
SOIL AND 1RAFFIC ~ 64" LOADING BY AN LOADING BY AN 7B^ Note: Se •••a Sorghum-Sudan Hybrids 30 Ibs/acre dz
26• ENgNEER p 2s' Native Warm Season Mixtures for spring plantings. Do nat apply nitrogen REVISIONS Sep i -Mar 1 Sericea lespedeza (unhulled-unscarified} 70 Ibs/acre and Tall Fescue 120 Ibs/acre W 90"
DATE DESCRIPTION to warm season planting sites. Bring fertility up to medium levels for (N, 64' Phosphorus and Potassium, - Abruzzi R e 25 Ibs/acre (Novi Mor 1) Add y SECTION A-A ~ 30" .DWG BY: BDM
Sao Pipe or Ditch
~T,, OVER 8' IN DEPTH, 12" WALL THICKNESS TO g' FROM TOP tg" SHEET 1 DF 2 Far Forbs and Wildflowers plant premixed variety at a minimum 41bs/acre, OF WALL AND 8' BOTTOM 5LA8 SHALL F1E USED. outlet PSRM CHK BY: TJG
STD. No. I Consult Conservation Engineer or Soil Conservoi'an Service for d ~
Consult Conservation Engineer or Soil Conservation Service for t odditionol information concerning other alternatives fa vegetation of denuded areas. The above vegetation rotes ore those which do well under
8.03 additional information concerning ocher oltematives for vegetation of I denuded areas, The above vegetation races ore those which do well under I local conditions; other seeding rate combinations ore possible. B I' tuck DATE: Liner; Class 8 Rip Rap tuck
local conditions; other seeding rate combinations are possible, 1~thlck with Filter Fabric 17 JUNE 02 '''Temporary -Reseed according to optimum season for desired permanent
i i n Do not allow tem oro cover to grow over 12" in height before FES #32 vegetato . P ry PREFORMED SCOUR HOLE 1 09 JUL 02
I mowing, otherwise fescue may be shaded out, WITH LEVEL SPREADER
(NO SCALE) 2 25 NOV 02
SHALLOW TYPE INTERMEDIATE TYPE (4'X4') DEEP TYPE 5'X5') 3 27 JAN 03
(5 FEET OR LESS IN DEPTH) (5 FEET TO 20 FEET IN DEPTH) (OVER 20 FEET IN DEPTH)
ice[ ow. ~ D0.
- - - - - - STANDARD REINFORCED ' Noa: etraRt AAa ouaNC ~ THE PRDIECrEO t>ialo AREA ADNCENr ro mE tREEs (O TO BE PRESER4ED SHAl1 BE DELINEATED ~r A PROTECRJE na1CE IN THE FlELD.
s, REINFORCED STEPS 16" 36• CONCRETE ~ ' CONCRETE SLAB ON CENTER • SLAB ~ sE~ ~A TaNS AsE sualECr ro nc cuaNO+r KTCau>E uEn+oos PLAN VIEW
' 38" ~ 38"-- ' A a rr
6" STANDARD '~i .mow„ n it in e e t Install level) and flush
STANDARD STEPS 16' STEPS 16" ON ON CENTER g" • 40" tti (P ) with natural ground, Pipe or Ditch
CENTER MIN. ' g^ .,,.i outlet
" , . • ~ L ''i ' ' ':4 flF CANC. - ~ Tree Protection Area ro A
' M ~ Uo Not Enter A ~ / f
MIN. 6' WASHED MIN. 6" WASHED ~ ' STONE BEDDING STGNE BEDDING ~ ISOMEII ,ISOMETRIC VIEW. ~
FRAME, GRATE ek HOOD FRAME, GRAZE Qi HOOD MIN. 6" WASHED
PER D.O.T. STD, 640.03C PER D.O.T. STD. 840,03C FRAME, GRATE do HOOD STONE BEDDING PER D.O,T, STD, 840.03C ~ WfATNERPN00F SIDN AS SHDWN ABOVE: SEE LADIES W, A BELOW FOR CONSTRUCipN AND SPADING nATA OMNGE, uv RESISUNr, ~,_TEN~ yTa~nl, Square Preformed ' m, yp,
PosT w,r aE anrtR ore z• roLr s' rte' Scour Hole (PSH} ©Copyright 2002
REINFORCED PLAN . ~ CONCRETE SLAB y REINFORCED ~ ~ pA oAx ar I.u ro/Ir srEa, (Rip Rap in This document and the
--•26" CONCRETE SLAB 8 26" ~ ; W basin not shown design are the property of 5' 0~-'I sN~ for clarity) wi ail g 4g" Integrated Design, PA
NOT TO EXCEED 5' ' ~ O' ' 8 OVER 20' g^ 48" g^ ao - amE dA ee t Any reproduction without a t n at 15" prior written consent is
MIN. FROM 5' TO 20' MIN. L0 u7icnt awTH 'A.,n u.m i d rohibited. ~ o.I ~ ~ t2„ P
• ~ 6" 6' MIN, w • 3 xsPlaE e"~iaN MIN. a • w~ ocriri PLAN EP1H PLAN + d, Dwg scaled for 36x24 plots
MIN, 6" WASHED e~~=;'''~ ..r'. v'.:;: ,:a:..!:~l, ~ STONE BEDDING ..y~"'k;• .~rvE~ ' S dz
r'm I-~--- Lo iv W 45"
6 StovE yo tt N91EL T- savB ya Ir n,pT suE ' SECTION A-A 4a" ILS
1. CONCRETE SHALL BE 4000 PSI MIN, FOR ALL PRECAST MIN. 6' WASHED \ CONCRETE CATCH BASINS, STONE BEDDING `MIN, 6" WASHED SECTION A-A Filter blanket ~ DETA Pi a or Ditch S/o p
2. PRECAST CONCRETE STRUCTURES MAY ONLY BE INSTALLED SLAB DETAIL SLAB DETAIL STONE BEDDING N07ES: TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE
MANUFACTURER, ~ ArPROPISNtE SpIE01tiE ~ dMENSbNS 3."WAFFLE" BOXES ARE ACCEPTABLE FOR SHALLOW TYPE g. SLAB THICKNESS AND 6" SLAB 1HICKNESS AND g Pr ° SECiI TREE PROTECTION FENCE E+ outlet pSRM d ° SECTION A-A NTS d ~ _
CATCH BASINS. REINFORCEMENT FOR 1, la is the len th of the rl aP apron. 36" 36" REINFORCEMENT FOR filter blanket 7'r ~ f~+W, m'^•3 x~ , EaAE ~ a LADIES: JOB CODE. ECSSC
_____REVISION$ 60" SOIL AND TRAFFIC 2, d a 1.5 times the maximum stone diameter but sEE MNtaPSUtE sctlmuE FOR p1lElSgNs _ . ~o^ SOIL AND TRAFFIC
DATE DESCRIPTION 26"-J LUnumt;INEER LOADING E Cr An 26'-J BY AN nut ~ mun 0 ENGINEER 1, La is the length of the n prop, apror - h of the riprop apron. T, WARNING SIGNS TO BE MADE OF OuRAB1E.' EATHERPROOF MATERIAL., d ~ 1' tuck 7. LE7ERS ARE TO BE 3" NIGH IMMRAI, CLEARLY LEGIBLE AND SPACED As DETAILED. Liner; Class- Rip Rop f' tack LNG NUMBER
3. In well-defined extend the apron' up the I--- 60"~ L channel banks to an elevation of 6 above the 2. d - 1.5 times the maximum stone the maximum stone diameter but 3. SIGNS ARE TO BE PLACED NO WATER THAN 700 ON CENTER thick with Filter Fabric CRAW 4. PLACE SIGN AT EACH END OF IAIFAR TREE PROTECTION AREA AND 700' ON CENTER THEREAFTER. FES #3 j" 5. FOR TREE PROTECTION AREAS LESS THAN 700' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
II moximum toilwoter depth or to the top of the not less than 6" l--72" SHEET 2 OF 2 bank which ever is less. PREFORMED SCOUR HOLE PER PROTECTION AREA. 6. ATTACH SIGNS SECURELY TO FENCE POSTS MID FABRIC. WITH LEVEL SPREADER
STD. No. 4, A filter blanket or filter fabric should be 3. A filter blanket or filter fabric shout or lifter fabric shook) be 7. MAWARN TREE PROTECTION FENCE THROUGHOUT DURATION OF PRI}kCT. ~n the riprop and soil foundation. e. ADDITION& SONS NAY BE REQUIRES BY TORN OF CART EROSION CONTROL PISPECTDP BASED ON (ND SCALE) ACTUAL FIELD CONDBIONS. SITE
installed between the riprop and soil foundation, installed between the riprap and soil
A CONCRETE CATCH A 8.03 PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL PIPE OUTLET TO FLAT i OUTLET TO FLAT AREA - NO WELL DEFINED CHANNEL 705
Mll

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0 © copyright zooa
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SECOND FLOOR d Any reproduction without
E GRAY prior written consent is CONCRETE prohibited.
PANELS WITH aled for 36x24 lots
0 - RANDOM STONE Dwg sc p i
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ELEVATIONS
JOB CODE: ECSSCB
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SCALE: 1/16"-,'-o" PA301
~ Al REAR ELEVATION

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WITH RANDOM design are the property of
0 STONE Integrated Design, PA PATTERN Any reproduction without
in prior written consent is
SECOND FLOOR prohibited.
Dwg scaled for 36x24 plots
METAL OVERHEAD
0 AND PER50NEL DOORS -DARK GRAY
in ' BUILDING
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SCALE: 1/16"=1'-0" PA302
Al SIDE ELEVATION
OL

4 ~
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pare
9 East Chatham St. 10
~~~Ce»r t~a~tie Car. ~r 2uu
m St. issued: A4a}' 1,x'.002 910 East Chatha
('an'. NC 21S 11 ' ' ~ ~ third Level -Restaurant -Entertainment
Issued:'\9a~ 1..00_ ' 32° =1'
First Lei el -Retail
32'=1.
17 to 00 to ~ :n o O ffl fn ~ a
~ ~ t0 N U . C N N M a ,ii
~portwuis draw
br. LOWER BATTLEMENTS U ~ OJ p . ~ Z ~ ~ ~ ~ iv
>gimped concrete i~ ~ to m
~ _ y ~1 ~ X lJ
a l 0 y0 , R F- 3
~ ~r retail c~ ~i
n3tail retail retail retail i` r~
retail i~ n
retail
D i1 retail stairs reta ,
' slam ed concrete r~~ retail a
~r9ate~ ir+".e~oa peMxww~ UPPER BAIIEY C~ recall
retail retail Stalls l0 f~
w~, ' stairs The Garden, r__n AN Platform ekv n C~ The Gardens ~
sta ed conaete ,amh r--s" LOWER 9AILEY Stairs n Rooftop Fun stairs retail retail - Fun deck ~ Rooftop to sk ~ ~ c open Y ~r~
Duke lav PA. °n
r ail retail r t Hall Mezzanine 119 Seats ~AOiNBf beds ss retail et ~ G ea ~Aoweibedss
u Duch Marq gun retail retail retail t< Open to Below ands Wedding Room 204 Cap.
ess uis less ~ u I a u
5en@ G1St. p `ouMain j - - Iedles ~prgection screen
schal roof ~ ' is access i -
Loadin can b'de 9 s kos ,e VIP Seats service UPPER Nnic6
Dock lav rx~ svc StalrS f~ii poM lanes ~ UPPER BATTLEMENTS
ladies lekvata ~ sta. ini poM lines ~ •befichN~ ~
meth 4__._~ service ~
r~~e ~ stirs W YJ
ltYa10/~
~N
t!~
~
L
[eltt t~a~tle ~c~
~tenr ~a~tCe 910 East Chatham St.
910 East Chatham St. Can'. NC 21511
Can', NC' 2711 Issued: (11a~~ 1.2002 .E.+
Issued: ~9a~~ 1, 2002 C
Fourth Level -Lad}~ Guinevere's
Second Level -Retail. Restaurant, 32' =1.. Aw
Office w
32' =1" r
t'a
>n _ ~ a~
ro$
0 0 e ~ "
0 0 0 0 booth 00 0 0 S o fd s Z'
0 ~ 0000 0 0 Y E d al 3 ~ N N m
dear Q 0
martial arts studio Carolina Courage DWG BY: MOS
a SALEM TAVERN 0 f ~Ce kitchen Llrn~ CHK BY: MDV
~oHNs
C ' 0
wrds m stairs v ~ DATE:
A ~ ~ MAY 02 3 u 14
h°sts open #o sky open to sky O a~ rn
s 'c F-
bbby
observation deck rr arches $~jr'S u StalfS
stairs 0 NQV D1 ~ ~ U ~
t Hall °K 0 Gres i ~ ~
0 0 0 ras C U Q
s 0 0 kdke 000000 v v rn Op ~
main 0 ladies CASL office 0 0 d N G
kitchen retail retail 0 0 0 0 0 O ~ Gl f'd CC ~
toys arcade ~r 0 1 ij f
B D stage - kitchen U i Z > I
kroe ""85 service _ ~V ~ C ~ f Uri _m f r.. ~ v ~
SeNICe rserviors ~ wa StaltS r----i r t r o C ~ N .c it _ ~
ISery~ i Sta1r5 rekv_abr in rekvator in ~ 't O~ ~,J ~ rc,

(~!"p~,Yl'ulh) ~h(1
I}~i~ ~~umenl Una Zhu
~I~~~'~;i,n ~~ur !f!P {~r~:>p,erly of
4nv rr~~°'i>;It.rli;,n wit.hr;uf
!r~ll ii?il r~l~.
FLOOR
PLANS
JOB CODE: ECSSCB
DRAWING NUMBER
ARCH
PA303

2 3 4 5
\ ~Ep DES/G
~ ~ ~ ~P NITECI~~ O ~Q~ PO ~
~ ~ ~ 1 1 GRADING N()TES - ~ ~
- ~ CERT. N0.
1. ALL MATERIALS AND METHODS OF CONSTRUCTION H z 51063 i S ALL BE IN ACCORDANCE WITH THE TOWN
` ~ OF CARY AND THE ST/,TE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. •y P~
oRTH CARO~"~~ Rq ~G.
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL DEIGN,
EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
\ ~ \ _ ~ 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND
NOTIFY THE ENGINEER OF A NY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING
~ ~ ~V'`1~ ~ ~ ` ~ ~ ~ ~ CONSTRUCTION.
~ _
~OP~Z04.75 0~~ PROP. C.I. {f 13 ~ ` ~ ~ \ ` 4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY BY GLEN D. WARD & ASSOCIATES.
Ua ` T13~Q T- ~38~_,. 1 ~ ~ TOP=505.2 ~ PROP. 95 ~F~ INV IN=499.83 `
\ ~ ~ ~ RCP@0.5% ~ INV OUT=498.25 ` ~ ~ 5. TO MINIMIZE DAMAG= TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND
~ ~ ~ , ~~PROPo~ -~15 RCP ~ ` ~ ` STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 2' TRENCHES ALONG THE LIMITS OF
PROP. D.I. #11 ~ ~ ; 5os.~~,5~,. ~ ~ ~ ` ~ TOP=485.75 ~ 5oa,_.._ _ 5 .ei ~ PROP. MH/JB #12 DISTURBANCE, TO CUT RATHER THAN TEAR, ROOTS.
INV IN=482.55 ~ y o~~ TOP=491.65
INV OUT=481.05 ~ \ ~ ~ ~ ~ INV IN=488.25 ~ INV OUT=487.40 6. THE TREE PROTECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL ALL I ° o ~ ~ ~ w S TE WORK o co co cv o z
PROP. 76 LF-18" '02--------- ~ .~72LF-15" RCP RCP@5.3% _ _ _ ~ - - IS COMPLETED AND TH~= FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY ~ ~ c~ N ~ z
~ ~ ~ ~ ~ 05.4 ~~~6.75~b` \ _ - ~ ~V~ (CO) IS SCHEDULED. T1E FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR .E N N ~ a a r~ r~ ~ THE CO. L ~ ~ ~ o '
500 \ - - - - _ , ~ - - ~ ~ AAA ~ ~ Z of of I ~ W
PROP. D.l. X10 ~ ~ - ~ ' ~ ~ ~ ~ ~ ~ ~ ` ~ _ TOP=483.75 / ~ _ _ ~ ~ ~ _ ~ ~ 05.99 ' o° 0)0)~ z 7. PERMANENT GROUN[~ COVER WILL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 ~ ~
INV IN=477.05 ~ ~ _ - - ~ ~ ~ - ~ I / _ _ CALENDER DAYS, WHICHEVER IS SHORTER. _ x ~ w o ~ o }
INV OUT=476.95 ~ ~ ~ - ~ ~ ~ ~ ~ N
PROP. 75 LF-18" - - - - - ~ 505.9.`. soft ~ RCP@5.5% ~a~ ~ ' / ~ , , ~ 50 , ~ _ r U W O ~ ~ h
- , os ~ ~ p - ~ ~ - ~ , - ~ ~ ~ , ~ ~ ~ ' ~ 5afi.6s
_ ~ ~ Q_ ~
PROP. D.I. #9 - - _ TOP=479.75 ~y6 ~i' _ _ _ - - - ~ ~ ~ _ .
INV IN=472.83 ~ ~ ' - - _ ~ A ~ ~ i i - - - - - 492 - _ - _ ~ ~ ~ •Cr7
_ ~ \ - INV OUT 472.00 ~ , _ - _ ~ PROP. 55 LF-24" ~ ~ ~ h ~ ~ ,N ~ 5~6- v~A ~ ~ d1
~ _ = RCP@5.3% a95,~-~-/~ ~T ~ , .G~o - - - - - _ AREA 0~) \ ~ ~ _ \ ~ ~
R ~ - - _ - - - _ ~ d 5 ~ ~ .ice pg ~ 10
a ~ - ~ - _ - ~ 1 ~ \ _ _ - - a88 _ _ ~
- - PROP. D.I. #2 ~ _ = - - _ _ _ -496
TOP=477.75 ~ ~ ~ ' - ~ - ~ L ~ - ~ i ~ ` \ _ ~ 1 V _ - INV OUT=474.55 ~ ~ _ _ ~ - - C
~ ~ i , ~ ~ _ ~~~6 PROP. 95 LF-15" v ~ _ - ~ ~ - - - PROP. D.I. #28
~ ~ ~ - ~ ORM ~ \ ~ - 494 TOP=489.75 '494
l ~ l ~ ~ ~q~~~SfItiER. i _ ~ ~l ~ I I INV=480.25
~ ~ / ~ ~ - - - - ~ ~ 10~= E`TENTICIN ~ ~ ~ ~ ~ ~ - PROP. 75 LF-15" RCP~5.3%
~O ~ I( - - ~ ~ ~ ~ i ~ - - - - 2-- _ - ~ ~ ' ~ A (S E~ 202 ~ ~ _ - - - - - -
o / ~ - ~ \ \ ~ 492 ~ ~ / l I - 492 PROP. D.I. #27
l i ll ~ ' ~ +s+. - ~ ~ ~ ~ --~eo - ~ ' TOP=487.75
~ _ - I l I . - BtB=R~ NTION~, ~ / ~ ~ ~ _ INV IN=476.27 INV OUT=476.05
~ I ROP. D.I. ~8 ~ ~ ~ j - AREA-#2 - TOP=478.0 ~ w ! ~ - - , ~ x PROP. 80 LF-15" ~
~ ~ - _ ~ 9 INV IN=469.08 1 i ~ ~ ; = ~ l I ' ~ ~ - - - - - ~ ~ _ _ o x ~ ~ eo RCP©5.0% r ~ _1_. W
INV OUT=463.16 _ _ ~ ' ~ ~ ~ " ~ ~ ~ ~ ~ ~ ~l - ~ ~ I~I =-RETENTfQN ~ ~ PROF . 32 LF-24 i ~ ~ ~ Y, PROP. D.I. #?6
- - - RCP@0.6~ l I ~ l ~ A~ (SEE` 02), ~ ~ TOP=482.5 W INV IN=472.05 ~
~ l ~ - ~ ~ ~ ~ # ~ ~ I ~ ~ ~ ~ _ _ - ~ F.E.S. p , , ~ l ( _ _ _ - - ~ , . I ~ ~V ~ ~ - - - _ a u ~ N ~8 INV OUT=471.90
~ ~ INV=463. j I _ ~ v l ~ / \ _ _ - 15" V J PROP. 67 LF RCP©2.0%
~ _ I ( ~ - ~ _ . 47 .0 ~ ~ I I ~ ~ ~ PROP. D.I. #31
~ n ~ ~ ~ ~ ~ < . ~ - - _ / / ~ _ . ~ ~ - _ _ _ _ - - - k310-RETENTf _ ~ ETENTi - / ~ ~ Xe, _ ~ ~ IX a~, TOP=485.75
~ \ ,~~1 ~ ~ ~ _ e~w iia:o - ~ / ~ 2e ~ _ - - - - - '~~n. k5~- 2 6 / ~ 1 ~ ~ ~ ~ ~ , \ 1W 480.0 ~ ~ ~ TJR~ ~ - _ _ _ _ - _ ~ V ~ BW 176.0 ' INV OUT=479.60 S
~ \ \ - - ` ~ ~ - ~ \ b ~ - - - - K PROP. 60 LF-15" L ~ RCP©1.0%
PROP. C I. ~ ~ ~ ~ &Q aQ
TOPS .3 o- , ~ .off ~ _ - ~ INV OUT .18 / _ . a,,, ~ ~ ~ _b b - - PROP. C.I. #30 ~ r ~ TOP=486.:;
i - ~ ~ _ j ~ Imo''" ~ ~ PROP. 2 F 15" ~ _ V ~ - ~ ~ ~ ~ ~ u v INV IN=479.00 6~, INV OUT=478.00
/ ~o ~ ~ t ~ h ]w 1.Q nv+e~n ~ / A / / .5 ~ ~ I ~ 1W 4820' 4 0 9W gd.5 ~ ~ 1 / ~ r PROP. 28 LF-15" .~.J
~ F.E.S. #5 - ~ ~ ~ ~ ! ~ ~ as.a~" g~ , ' i" _ I RCP~1.0% (n
~ _ / ~NV=463.0 r,~ _ i % ~ - ~ ~ ~ n t~1~ i" i - ~ - ~ u F.E.S. 29 # u8 INV=477.75
~DP. Y.I. #4 ~ ~i' ~ / ~ '1 ~ 80 ~ SILL=464.0 ~ i~ - ~ I ~ ~ ~ ~V ~ r PROP. G.I. X25 W
/ ' INV=463.0 a~ ~ / ~ , - - - _ , _ I ~ ~ I ( I V. ~ ~ / ~ ~B ON: AREA - j~ ~ ~ ~ !470.50 u> f TOE=481: ~
, - a ~ - ~ ,PROP. 2'l. LF-24° ~ ~ ~ ~ ~ x (S SIT~202)/ ~'.E~: 21 1 1 j~ ( ~ ~ ~ u> °"`""TNV IN=471.`.10 ~ ~ _ ~ O INV OUT-471.18 ;r
- - ~ vF~ - INV= s0o ` ~ ~ 1,95 ~ TILT YARD f.ES. ~3 .12 ~ ~ ! ~ - ~ r~': IINV'~ ~ ~ 47Q. ~ PROP. 32 t t -15" ~
EL_ 4;'x.50 INV=462.89 u ~ ~~~9' ~ ~h ' o - ~ u, i ~o ~ " .4~3A ~ I I ~ ~ RCPT 1.0% u; ~
rD ~ I 470.5 CENTERLINE o ' ~ / ~ ~ . / / ~ ~ - ~ ~ ~ 6 "0 ~ j~ ~'j / ~ I ~ ~ X> r = ~ ~ ' i / r . ' Y" ~ ~ RniN ~E ~ 473.5 T 6 PROP. C.I. #24 's 473.5 TW TOP=481.0
_ ~ ~ i~; /i I - A, INV IN=470.56 u INV IN=471.18
~ ~ i ~ ~ i ~ j// i ~ 47~Q, u ~ ' r + i ~ F ' / ~ r ~ ~ `0j1~ " ,X +a o 481.1 TW _INV OUT=470.47
e - ' FE i ~ i r: ~ 1 PRA . 24 LF-24"
A ~ 5~i ~ fiEl - _ ~ ~ _ ~ r / ~ 473.5 TW RCP 0.5% F.E.S. #23
/ ~ ~ ~ ~ i _ - - ~ ~ ' / ' ~ ~ ~ i ~ r ~ F.E.S. 22 4E~3.OT ~~4f~3.OT INV=470.35
- a... u6~ ~ ' ~ . i / e,,,4 ~ # 473.0 ~ 1 ; . ~ ~ - - . INV=470.35 ~ ~i ~ , ~k~ i ~ ~ ~ ~ i----- ENTER- T~ -473.0 ~ ~Et~f€R- ri DWG BY: TJG
~o - F ~ ~i~; < ~ ~ - ~ ~ ~ i i 3 480.0 .4820 T ~ ~ ~ 4482.D T
_ ~ . ~ ~ ~ ~ ~ ~ il%~' / ~ ~ ~ ~ ~ ~ / \ , ' ,,\w_"F:{}~. 474.E BV~' i X474.$ B~, ` CHK BY: TJG ~ .
' ~ = b / ~ ~ ` _ - ~ ~ A ~ ~ .w
aa,:o~~ DATE:
- ~RAINA(~-.~ 1 APRIL 2002
_
_ i, , ~ : ~ ~ ~ ~ 4T'H ~L. EL. 526.0 _ ~ ~ D`, ~ ~ _ ~ ~ ' - REVISED: _ ~ ~
~BASEME~- ~ `~~$1. 4 .o TW - ~,2 ~ i i/~, i " - ~~IRST,~EL. ~481..~ ~ _4jq 15 MAY 02 -~a~,,,
- ~ ~ - - ~ " ~ ~ U.~~.~ 17 JUNE 02 ,
- - ~ -4~~ ~ ~ ~ ~ , r,' ~ ~ 9 J U LY 02
7 5~ 60 a ~ ~ ~ , ~ ,A78. ~ ~ ''4 ~'0 81,E _ 481:0----- ~ ~ ~ ~ _ . ~ ~ n ~6t ~6 ~6~ o -P 471.50 i x 50 -481.0 4~0~ ~ ~ ~ , _
u a it i ~ 481.0
Q~ ;i1 M - - _ ~ ~ ~ 1~0 ~ ~ d78 > % ~ # -
B F.E.S. #15 a u~ I~ ~ ~ -j ~ ~ 479 APPROVED - ~~o T
/ X468.15 P 8P~.1. x,16 ~ /t' ~ ~ / ! `~''-Y---~_ _ OWN OF CARP
~ ~ TOP=47/3.8 ~ ~ ~ ~ a~ ;gar, ~ _ INV IN=468.66 ~ ~ i~ 482 ~ / ~ ~~2 APPROVED BY
INV OUT 468.30 i / DATE
PROP. 2D'1'f~" ~ , I / / I / ; -PROP. D.I. X18 P:~1, 19 Q8 v ~ L l 1 ~ i / i TOP=479.8 ~ 488 ~ 5 dX RCP@J.75~ r / ~ T =479.8 ~ _ ~ PANNING u DATE
~ ~ I ~ ~ INV IN=470.17 I IN=471.32 ~ PROP. D.I. #20 1 / ~ ~ TO =479.5 i. #2o ENGINEERING DATE
/ I ~ ~ _ 1NV OUT=469.9i~ OUT=471.3 ~ I - .5 472.1 02-SP-039
~ I I I L PROP. 172 I ~-15" ~ ~ IN OUT-472.1 ~ ~ ~ , ~ I I I ~ ~ ~ RCPQ0.75~d P@1.0% ~ POP. 57 LF-18 ' LF-18"
_ _ ~ 0
~ I ~ ~ - ~ ~ ~ I ~ ~ ~ _ --1- I I ~ ~ ~ ~ ~ ~ I ~ ~ ~ - .
. ~ ~ ~ ~ ~ "t _ l _ ~ _ ~ ~ ~ 1 , - ~ ~ -.J © Copyright 2002
i / I ~ _ _ - _ 1 1'--- _ ~ - _ ' _ ~ ~yd ~ This document and the
/ / ~ t'-~...~- - ~ - _ ~ ' - _ ~ ~ / ~ - - design ore the property of
~ r- T ~ ; _ ~ ~ ~ ~ ~ ~ ~ ~ Integrated Design, PA Any reproduction without
/ ~ , prior written consent is
~ ~ _ prohibited. _
I ~ l I . - - _ _ _ _ Dwg scaled for 36x24 plots _ _
~ / ~ ~ i _
~Rn~in~i rn~iTRni i ~r,~~in I I I i ~ I, r N~RTN
`iv ~iviv VVIVII\VL LI_VLIVV - ' I I /I I I I / /1 / / UMALIIIVU AIVU
479.1 STORM GRADING AND STORM DRAINAGE
STANDARD CATCH BASIN/YARD INLET PROTECTION
PLAN
SILT FENCING DRAINAGE PLAN JOB CODE: ECSSC
TEMPORARY DIVERSION DITCH
SCALE: 1 50' DRAWING NUMBER
TREE PROTECTION FENCING x -x
TEMPORARY SLOPE DRAIN _ rso- so-- ~ -rsD- 0 50 100 150 200 SITE
201

2 3 ' 4 5
CEO Des ~c
~P' ~tTECi~j~
0 Z 9o Y
~ 1 CERT. N0. ~ BIO-RETENTION CALCULATION W o
x 51063 2
IMPERVIOUS AREA X 0.90 =net SF .y P~ ( ~ oR ~0
PERVIOUS AREA X 0.25 = net(SF) T" ~"aa` G.
_ RqC N~ NET IMPERVIOUS SF + NET PERVIOUS SF -TOTAL SF EIGH,
~ ~ TOTAL SF X 0.07 = SF BIO-RETENTION AREA
\
~ I \ ~ ~ ~

~ a
` \ ~
~ ~
~ ~ o ~ ~ o ~ \ ~ \ DRAINAGE AREA **~MP SF + **PERV SF =TOTAL SF X .07 = BIORETENTION REQ'D/PROVIDED
~ w ~
~ ~ ~ ~ ~ ti DI #2 3335 SF 3228 SF 6563 SF 267 SF 610 SF /
AREA 2A 9780 SF 4018 SF 13798 SF 686 SF/945 SF
o CI 14 AREA _ + 5,737 SF \ DI ~6 6790 SF 4857 SF 11647 SF 515 SF 1772 SF* o o ~ ~ ~ / o W
` ' ~ ~ \ \ ~ ~ 5,152 SF PAV'T _ CI #8 9377 SF 475 SF 9852 SF 600 SF/1772 SF* ~,`0, ~N v Z DI #9 17022 SF 5155 SF 22177 SF 1160 SF/1598 SF c cv m Q a
~ ~ ~ ~ ~ 585 SF GRASS ~ ~ ~ DI X10 16505 SF 6382 SF 22887 SF 1152 SF/1405 SF ~ coo ~ o
~ ~ ~ o°~ SF BIO \ - ~ ~ DI ~ 11 12375 SF 11873 SF 24248 SF 987 SF 990 SF ~ z ~ I W
504_ ~ \L05.55 / CI # 13 806 SF 1719 SF 9785 SF 538 SF/0 SF ~ r ~ ~ ~ Z
'04~ CI X14 51 ~2 SF 585 SF 5737 SF 335 SF 0 SF ~ 3 Z / _ ..x3 W
CI 13 AREA DI ~ 16 5172 SF 2275 SF 7447 SF 410 SF/0 SF ~ ~ ~ 3
~5-02------- - ~ o~, ` ~ ~ ~ ~ ~ 9,785 SF _ _ _ ~ ~ ~ ` o ~ 8,066 SF PAV'T DI #18 257 SF 1477 SF 1734 SF 42 SF/0 SF U DI X19 1230 SF 3111 SF 4341 SF 132 SF/0 SF w
~ ~ ~ ~ , , ~ ~ „ _ ~ 505.43 y yvo SF GRASS _ _ - DI X20 751 SF 4062 SF 4813 SF 118 SF/0 SF ~
D - ~ - ~ ~ ~ ~ ~ 538 ~ ~ 500 ~ - - - _ ~ - - - ~ ~ ~ ~ ~ ~ V~~~ - I _ - ~ ~ ~ A..._- AREA #21 0 SF 3422 SF 3422 SF 74 SF/0 SF
_ ~ ~ ~5D5.99 , CI X24 8139 SF 1127 SF 9326 SF 536 SF/0 SF c
~ _ CI X25 2478 SF 265 SF 2743 SF 165 SF/0 SF
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16,784 SF~0.39 A ~ ~ / ~ ~ , _ ~ ~ ~ 506.39 ~ ~ ~ o _ \ ~ ~ , DI X28 2520 SF 2704 SF 5224 SF 216 SF 250 SF ~
10,221 SF OFF SITE . 3 A`~~ ~ ' _ ~ ~ o _ ~ 69. 5Q6.63 ~ ~ ~ ~ ~ / i ~ ~ ~o~~ ~ ~ CI X30 12739 SF 0 SF 12739 SF 549 SF/0 SF ra
4,789 SF PAV' OFF- I 0.11 A~ ~ ~ 1 ~ ~ - ~ ~ - ~ ~ ~ ~ ~ ~ o~ 6563 SF~0.15 AC ' ! - - _ - ~ ~ ~ ~ - ~ , ~ _ ~ ~ ~ ~ ~ DI #31 572 SF 679 SF 1251 SF 48 SF/235 SF o>I
3,335 SF PAV'T .OS A ' ~ ~ ~ - - _ ~ ~ ~ - ~ , ~ g6 ~ ' - - - ~ ~ ~ ~ ~ ~ c
3,228 SF GRASSY .07 A ~ _ - ~ ~ ~ _ a92 - I R _ ~ ~A~~~ TOTALS 130,093 SF 61,624 SF 195,716 SF 9457 SF 8755 SF /
267 SF 810 REQ' i _ f ~ ~ 24;28 S~ 1 ~ - - - 610 SF BIO PR0I~IDED ~ ~ , ~ ~ _ - _ ~ ~ RA 'T - ~ ~ \ ~ ~
j ~ ~ _ A~ _ i ~ l ~ *DENOTES SAv1E BIO-RETENTION AREA **NET AREA IN SF ~ ~ ~
495 ~ ~ ~ n90~_-- - ~ ~ ~ 11;873 ~ S ~ 71 ~ ; ~ , y.~. _ - q94' ~ ~ ~ ~ - _ ` $7 S , Id\ EQiD - - - - - - _ - ; ~=SOs
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~ ~ _ Sao - ~ FBI 1? 10,188 F ~ b~ I N DI 28 AREA
AREA 2A ~ ( ' ' -1,D97-- P7tV'F I - l~ vv- t , - 20748 SF ( ( ~ ~ ` ~ _ _ _ _ _ ~ ~ ~ 3 09 F RASS 5,224 SF t~
9 780 SF PAV'T ~ ~ ~ 1 ~ ~ 2-7 - 0 - ~ ro ~ I ~ - ~ DI 9 _ Al 2,520 SF PAU'T
_ I ~ ~ _ _ A i 4,018 SF GRASS ~ l / ~ ~ \ ~ x.25,394 C _ 6,950 SF UNMAN ~ ~ - - ~ 3 217 SF ` F SIT ~ _ ~ ~ ~ ~ ~ 2,704 SF GRASS 216 SF BIO REO D
686 SF BIO REQ'G ~ ~ , , ' ~ - _ ~ ~ P ~ ~ 250 SF BIO PROVIDED O
I ~ ~~T, 55 SF~ A~1'T~~O F>~TE ~ _ 945 SF BIO PROVID~ ( _ ~ ~ 1 ,0 2 SF A~'~ L.
2.62 AC OFF-SITE ~ ~ 1 , - ~ ~ ~ ~ V ' ~ _ - - - ~ X
/ ~ - - - _ ~ ~ ' BI EQ D ~ ~ ~ DI 26 R ( i - A i ( _ DI 30 AREA
l ~ ~ - _ _ ~ ~ ~ _ _4,bZ5 PA~'T- - - - - , 12,739 SF
v ~ ~ ~ ~ 1 ! ~ ~ ~ ~ ~ I 1 Q C -R4CC Rh, _ R _ ~ 12,739 SF PAV'T ~ 54~ SF ®10 REQ'D -ti
i 1 ~ - - - - _ ~ ~ ~ _ ~ ~ _ ~9 52 - ~ "s ~ 0 SF BIO PROVIDED
~ ~ 1 ~ ~ ~s,377 S~~ ~4U b - - 0
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n ' , ' ~ ~ ~ ~ x ~ - ~ ~ ' '265 S ASS ~ l~ ~ ~ ~ D U1 ~ F4~ ~ ~ ~ - - - T - - ~ DI AREA ~ ~ ~ AREA 22 9,326 SF ~ \ ~j R.~i ~ ~ ~ ~ / --~92~ ~F 16~ SF Blp ~ 53.28 AC 1 1251 SF
a~2 ~ ' 1-841 OFF- T ~ ~ ( ~ 8,199 SF P,}\VT p 5 ~,6h ~ ~ I E PHUT- ~ , i 1 1,127 GLASS 572 SF PAV'T
i ~ ~ ~ / / - / ~'i i ~ ~ 'e 6 o ~ ~ / 6,790 SF PAV'T ~ ~ I 536 S~ BIO IR 679 SF GRASS 48 SF BIO REO'D DWG BY: TJG
/ 4857 SF GRA / ~ ~ ~ i ~ , ~ GE i ~ ~ i~ ~ ~ 5,15% I SF BIO r~ ~ v~ 2 235 SF BIO PROVIDED
0~ ' ~ / 'S ~-----1 .515 SF BIO F~ t ~ A ~e ~ 1, ~ ~ r / 1 1722 SF BI ~ IDED ~ e~/~~ - - _ CHK BY: TJG
- ~ /t ~ - ~ ~ ~ ~ - ~ _ ~ / 1 / l _ / / - _ ~
o ~ - i / ~ ~ _ ~ /.f ~ ~ ~r i 5i 1---4fifl--_--~~~ s ~~J_J~~~i = ~iS / ~ DATE:
1. ~ / / `j / i ~ ~ ~ i ~ ~ ~ 15 MAY 02
i ~ ~ h ~ ~ / i i ~ A00_SE ~
~ ~ ~ ~ ~ / MIXED-USE 9NILDIN ~ ~ X60 ~ ~ - i i ~ ~ ~ / FObR"SfQRIES ~ ~ ~ ~ ~ I ~ REVISED: 4 ~
~ 1 15 MAY 02
~g8 i i' i~ / / / / ~ ~ ~ ~ - - / n ~ / ~ ~ / ~ / / V A ~ \ _ ~ / ~ ~ 17 JUNE 02
i / ~ ~ _ ~ / - ~ i/ \ ~ A ~ ~ \ / , / / I / , ~ i ~v ~ 20.pp A \ DRAINAGE AREA #21
~ / ~ ~ ~ ~ / ~ ~ , / / / ~ i ~ ~ _ ~ EASEMENT` \ 3422 SF ! 9 JULY 02 292.5 SF PAV'T
~a , i~ ti~ / n i 1, ~ j / ~CI 16 AREA' ~ ~ ~ - ~ _ 3192.5 SF GRASS
/ SSE ! = ~ i ~ / / ~ 9516 SF - ~ \ ~ ~ _ _ 5~~~ ~ ice' ~ - / / ' ~ , ' ~ / i - V ~(11- 19~ ~ \ ~ ~ - 74 SF BIO _ APPROVED
a ~ ~ / / / / i / ~ 5,}72 S~ PAU1-- 5971~~ ~ ~ B r _ ~i i i, _ ~ ~ - i 2275~F' RASS ~ ~ ~ ~ - ---a ~2 ~ i - / / / / ~ 7. TOWN OF CARP
- _ r'' / i ~ ~ ~ / / ~ ~ / ~ ~ Y900 SF UNMAN COF~ SITE ~ 1230 ~A~T ~ _ _ ~ i i ~ / i _ / ~ / ~ ~ / / ~ - ~ ~ 3.14-~ F GRASS \ ~ \
- / i ~ ~ / / / ~ % / ~ ~ i / 410~~F~10 ~ ~ ~ ~ ~ ~ _ -a~6, / ~ i / / ~ / ~ ~ / ~ ~~2 670. ~ ~ ~ APPROVED BY
i DATE
p6 p~~ , v0 / M _ ~V ~ ~ ~ ~ - ~ --178 PEANNII~G DATE
~ ~ , / ~ ENGINEERIf~G DATE
/ / 0 / 'L ~ ~ ~ 480 02-SP-039
/ / ~ / 0~ 7_~ / ~ / / ~ a 0 6
~ ~ ~ / ~ ~ ~ u~ U 0 - x ~ 482
~ ~ ' DI 18 ~ ~ / / i ~ 78 SF~ ~ . ~
l ; ( ( i / l 2 SF P xis conc. PADS I 20 REA u ~ aX
( 147 S F ~ FlRE oEPn~r,r 1 i ~ 10496 I / ~ ~ ~ 42 © Copyright 2002 This document and the
~ ~ ~ I ~ 75`1 SF PAV'T I / 406'1 GRASS design ore the property of
I / ~ I I 1 V ~ ~ - r I I ~ ~ 1 18.4 S BIO Integrated Design, PA Any reproduction without
~ j-- - ~ I \ ~ ~ i . / - -L _ ~ I . I ~ I ~ / ~ prior written consent is
% ' l / ~ ~ I ~ ! ~ ~ prohibited.
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I N gtEIGH.N TOWN OF GARY PROJECT x'02-SP-039. THIS PLAN WAS GRANTED A M ++~i+t+ ,
AJOR SPECIAL USE PERMIT BY THE TOWN OF GARY 'y `~~tt PLANNING COMMISSION AND THE TOWN OF CARP TOWN C +'~tM1?? "its+,~~~~a
OUNCII. A WAIVER WAS GRANTED (03-VAR-02)TO ALLOW ENCROACHMENT INTO ZONE THREE OF THE RIPARIAN BUFFER. MULTIP ~'a ' ~rf~'s,,~j~~ l
LE FLAGS, PENNANS AND BANNNERS WILL BE ALLOWED ON a 'I . ~ r, T1iE BUILDING, FREESTANDING FLAGPOLES SHALL BE ALLOWED PER CARP
. ` ORDINANCE REGULATIONS. ` ~ x ~ n
~ ~ ~ ~ ~ ~ 1. DEVELOPMENT NAME/ADDRESS; SALEM CAST ~
~ ~ ~ 910 E. CHATHAM STREET ,n`. ,
~ ~ ~ ~ ~ CARP NC ~ ~ ~ j„ ; ,
- ~t ~ ~ ~ ~ ~ ~ ~ \ ~ ` ~ 2. WAK _ ~ , , E CO. PIN X0774 17-22-4407 (PORTION • 0774- -
t/2 EXI57. R/W 17 22-6619; 0774-17-22-8440; 0744-1T-22- , , } I 6849
~ ~ ~ ~ t/2-91.0' ~ ~ ~ ` + ~ RIGHI-OF-WAY ~ ` 3. TOTAL NUMBER OF LOTS: R NT Y - 4• P P
a~ ~ ~ QTk,~, R 1; TOTAL SITE AREA: 7,82 ACRES; ZONING: 8-2 CU
oo~ E ~ ` 4. ZONING CONDITIONS, CASE ~ 00-REZ-37; FINAL CONDITIONS; ~ ~ ~ ~
~ SON 0 A) USE OF THIS PROPERTY SHALL BE LIMITED TO ~ ~ ~ N u
1/1-64.0' I ~ \ "i BACK-BAC!( A HOTEL. RESTAURANT, RETAIL, AMUSEMENT ESTABLISHMENTS AND N N m a ~ E r) ~ v
\ ~ ~ PAVEMENT Y ~ ` ~ B) A UNIFORM SIGN PLAN GOVERNING THE N I m z 00 ~ o • E T RE REZONED PROPERTY SHALL BE SUBMITTED ~ o: I CONCURRENT WITH THE FIRST SITE PLAN FOR THE PROPERTY, o O
I ~ r ~ ~ \ + BE SUBMITTED FOR THE ENTIR MASTER CONCEPT PLAN SHALL ALSO t rn rn
D ~ ~ ~ E PROPERTY WITH THE FIRST SITE PLAN SUBMITTED. THE MA SHALL INCLUDE A CIRCULATION PLAN WHICH INTERCONNECT STER PLAN ~ v 3
~ ~ PP ~ , S THE ENTIRE REZONED PROPERTY, ~ o ~ " ; APPROXIMATE BUILDING LOCATIOINS, ACCESS POINTS, BUFFERS ~ ~ ~ 3 •
D & \ Ev ~ ~'Kt BUILDING MATERIALS AND COLD ~ AND ARCHITECTURAL FEATURES SUCH AS RS.
/ / ~ ~ RV~ 5 ALL CONSTRUCTION MUST BE PERFORMED I
'bas' o ~ , ~~U, ~A~p N ACCORDANCE WITH THE CURRENT TOWN OF GARY STAN ANO DETAILS OARO SPECIFICATIONS
I / E)OST. EOP o W ~ ~ ~ ~ ~ ~ ~ 11.37 o~Q ~ r ca~rERUr~ ro carE~ C
I \ ~ ~ ` ~ ~ ~ ~ SOCCER PARK 01dVE TO CE pp UMENT S ER PARK pRNE 6. MAXIMUM BUILDING SQUARE F T 00 AGE. 121,000 SF; MAXIMUM BUIl01NG HEIGHT - 60'; 70' WITH T H
"sAL ` \ \ Eoc~ X TYP, EACH E' ` \ f E EOf;f EKISt, PA4ENEIA OWEES ~
o 2 ~ ~ ~ S) TO SO.OO, ~ , 7. PARKING SUMMARY; RESTAURANT ANO NIGHT CLUB - 2 4 ~ 15'X40Q' SIGHT 5 SPACES (70 SHARED WITH RETAIL/OFFICE) ~O
S~14? u; ~ \ ~gNGLE RET~UL - 15B SPACES 89 SHAR i
~ ~ ~ ~ ~ ~ ~ ~ ~ OFFICE ( ED WITH RESTAURANT/NIGHT CLUB) ~ = 41 SPACES a.
. A ~ ~ I ~ 's I ~ \ 'OO• 1' PP NOI 8. PARKING REQUIRED. 454 SPACES (159 SHARED SPACES
I ~ , I I' ~ / 2' CON ~ \ ) C \
~ _ TYPE CRETE 35. I \ 9. SHARED PARKING ALLOWANCE FOR USES WITH DIFFERENCE P
~ FUTURE $ / $ ~ ~ ~ CROSS ACCESS \ 12.5' R ~ \ EAK HOURS: ~
RETAIL (158 SPACES); PEAK PARKING HOURS WEEKDAY - 12 PM - 3 PM ~ ~ PEAK PARKING HOURS WEEKEN -
D 1 PM - 4 PM
h W 4 i. ~ ~ 00~ / FUTURE I ~ ~ p i~ ~1'P p CROSS-ACCESS 1 r I ~ ~ ! \ ~ ~ ~ _ OFFICE (42 SPACES); PEAK PARKING HO URS WEEKEDAY - 10 AM - 3 PM
?5'00' ~ \ ~ i I ~ ~ 1 h \r ~ 1 \ ?I 'R PEDES I 1 ~ ~ PEAK PARKING HOURS WEEKEND -NON PEDESTA< ~ ~ ~ SHARED PARKING - 200 P E {tra ~ACr+ 1 ~ S ACES X 35x = 70 SPACES FOR SHARED PARKING
I~, ~ ~ o ~ o ~ D 1, ~ RESTAURANT AND NIGHT CLUB (254 SPACES
I ° o ~ i.. \ °RV n MDNUM ~ n N ~ M~R ~ r ~o CASTLE Ma+uMErrt wALL ro ~AnN I ) caSnE FACADE ~ PEAK PARKING HOURS WEEKDAY- 7 PM - 9 PM (RESTAUARNAT
~ PEAK PARKING HOURS WEEKEND- 7 PM - 10 PM (RESTAURANT
I ~ i~ S. 1 r b r I ~ \ ~ S0. I ~ ` ~ ~ ~ ~ N 10.00' / PEAK PARKIN ) ~
EXIST. ~ ~ I R , J r 3 ~ / 3 I 9, ~ •25 R ASPHALT DRNE r 2D,00, , ~ ~ R / / G HOURS WEEKDAY- 9 PM - 11 PM (NIGHT CLUB) I A P T W EAK PARKING HOURS WEEKEND- 9 PM - ~ f
~ A ~~I ! , n1PJ ~ / f SHARED P _ 12 AM (NIGHT CLUB) ARKING 254 SPACES X 35X ~ W ~ 89 SPACES FOR SHARED PARKING h 1 L
O , ~ I a ~ ~ ~ N 0. ADDITIONAL PARKING PROVIDED THROUGH OFF-SITE PARKING AGR
~ ! , , IM EEMENT WITH C,A,S.L.,,LL.C. 43 P ~+J MEDIATELY SOUTH OF SALEM CASTLE SITE. S ACES AVAILABLE
~ r ® ,e . .0' PEOESTt 15' R ~ 40.00'il'pE 0.00 , . _ A
~ ~ ~ ? R ~ r` ~ ~ ALK (TYP) ~ R ~ / e ~ 5.00 5/b (TYP.) ~ ! 11, HANDICAP SPACES REQUIRED - 9; PROVIDED - 9 I NCIUDING 2 VAN ACCESSIBLE SPACES
/ + I t ~ 12. VEHICLE SURFACE AREA - 2.90 ACRES O
.~.r L
~ ~ 13. INSIDE CITY LIMITS-YES; INSIDE FLOOD HAZARD BOUN~ARY-
N0, INSIDE FALLS LAKE OR SWIFT CREEK DRAINAGE AREA-NO
/ % - 1 14, SCREENING;
w ~ ~ a) ALL HVAC SYSTEMS WILL BE SCREENED FROM OFF-SITE VIEW
~ ~ ~ ~ ~ ~ ~ ~ \ ~ b) ALL DUMPSTER ANO CARDBOARD RECYCLING LOCATIONS WILL BE _ L SCREENED FROM OFF SITE VIEW (n
~ ~ i _ a W ~ S . ~ ~ _ ALL VEHICINAR USE AREAS (DRNES AND PARKING AREAS SHALL BE SCREENED FROM OFF-SITE VIEW S
e 15. ALL EXTERK)R SITE I L GHTING WILL BE DESIGNED TO PREVENT OFF-SITE R W
/ / rl 2' CONCRETE EDGE J ~ o (T1P., SEE DETaI J.0' RAK.MG I GlA E.
/ / z ) ATOP WALL / I 1 •i SEGMENT / ti ED MIERLOCI(MG ' ~ I 16. THE SIZE OF THE PLANTING AREA ANO SIZE OF PLANT 0 MATERIAL AT MATURITY SHAH ALLOW FORA 2.5 BUMPER
1_ ti CONCRETE WALL (TYP) OVERHANG FROM THE BACK OF CURB.
85,~~' SEGME THE UNE / / ~ ETE MALL wrrH 3' Ra ~ i1 11. ALL ELECTRICAL TRANSFORMERS AND SWITCHES SHALL BE LOCATED IN T
/ ~ ` N O + HE SIDE OR REAR TARO AREA OF THE SITE.
/ ~ + V SEGMENTED y y ~ CONCRETE w ~ / TYPE A' ^ a• W i ~ i i y C 18. THE DEVELOPER OF SALEM CASTLE IS RESPONSIBLE FOR THE ROAD WIDENING ALONG THE PROJECT FRONTAGE.
BUFFER ~ A . ONCRETE ~ I • • 3.(1' PoYtING SUEMALK
EIAf~OIL ?6.0, 160.00' v J ATOP WALU + I MAX HT, y J• y y y y y t~SE D 19. A DEVELOPER AGREEMENT FOR THOROUGHFARE ROADWAY IMPROVEMENTS WI
OF J) 3D? ~ TMZ ~ c y y r y J • . 0.00 10 R 515 i y yh i L y y J• J J DEVELOPER AGREEMENT WILL BE SUBMITTED LL BE REQUESTED. THE REQUEST FOR PRIOR TO BIDDING THE PROJECT OR THE DEVELPER FORFEITS THE DEVEL P AGREEMENT. 0 ER
L .Y y L y y ~ h
a y tAOAT C m a W 20. PAVEMENT REQUIREMENTS: 8" ABC AND 2" I- DWG BY: TJG
~ ,wAlx ~ 2 REQUIRED FOR DRIVE AISLES; 6" ABC AND 2 I-2 FOR PARKING STALLS THE DECORATNE CONCRETE PAVEMENT BAND LOCATED WITHIN THE WATER IN ~ CHK
I ' MOAT r SEGMENTED OAERLOCIONG- I CONCRETE MALL L E EASEMENT WILL NOT BE MAINTAINED BY THE BY. TJG TOWN OF CARP,
~ ~ ~ , c 31.50 21. PROPERTY OWNER; SALEM CAST LE INC. DATE:
CONCRETE / / WALK 910 E. CHATHAM STREET GARY Nc APR 02
~ ~ 1 ~ SEGMENTED COMC11EiE REVISED:
% r RyLLy , ~ ~ RETNNMG MAU ' 22. CONTACT PERSON; INTEGRATED DESIGN, P.A.
• . _ ` (OPEN GRASS AREA) 1,6J5 SF I 1111 OBERLIN ROAD ) ) 5 MAY 02
. / -'mil I 1 I \ 26 ~ BAXLYY I 00 1 r ~ I ~ ~ ?o.so -•I (aPEN CRASS AREA) I • RALEIGH NC 27605 ~ 7 JUNE 02
/ / ~'y ~ ~ 1,T4o si o E70ST. 9AN. YH 3 ~ ~ " ~ I ATTN: TERRY GLEASON, ASIA TJGOID-AEP,COM g JULY OZ
B s~ ~ I ~ N TOP.4T,97 ~ ~ ~ • ~ ~ n Mv. M.43.93/ ~ t^
~ INK OUT.1 .66 ~ F ~ 13 THIRD F100R ~ O~• " 0 15.00' OtmME 31 OCT 02
' ;REA 1 OUTINE R d 14,600 SF ro I 25 NOV 02
~ ~ L 1 T WN OF CAR _ YP R _ JECT N0. 0 2 P S 039
1

-7C. 1 1 ONE PAR h • ~ ~ - / / e'CATES 25 n 0
~ ~ H'0 Q-B p U~ S83'/811'E 606,g,
$ 4 ~ ~ • 32.25' APPROVED
/ e z i E' DIANPSIER wAllS i0 0 0 J6%30' CONC. PADS
/ 1 MATCH BUILDING EXTERIOR 0 iq / ~ 2 (FlRE DEPARTMENT USE) TOWN OF CARP
APPROVED BY ,~~r .
Q ~ 0 11' HD-POROUS PAVER DATE ,
0 0 SIDEWALK T _ 0 SOCCER PARIL PLANNING t,. DAT •h.~ f~ t,f E
/ 0 0 - ENGINEERING i~,~~~,,;a,~.,i -----DATE a„~ rp~;,,,~i~~<~.,~;r w~~~~,ut
EXIST, 10' SAN, SEMER EASEMENT ~ ~ 1 ^ri,?r wr `fF^ . ,n.~,,,~ 02-SP-039
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~ 504, , ~ ~ ADJUST TO FINISHED GRADE ~ \ ` \ ~ RELOCATE POWER POLE GENERAL NOTES ~ti°~
I ` \ ~ ` - - ~ \ \ ~ COORDINATE WITH CPdd
~ ~ \ \ f~~/fslftit~~~
I 5~~----------- ~ ~ ~ ~ ~ ~ REMOVE EXIS1, REMOVE -REMOVE i. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. ~4: , ;
~ ~ ~ - - - - - • ~ ~ ~ ~ PP ~ CONCRETE DRNEWAY MNLBOX MNLBOX ,
~ 2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION ACTMTY SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALl vin ao ~ vo ~ O~VE~E,~p APPLICABLE RULES AND REGULATIONS, o ~ ~ w o
500 ~ ' - - - - - ~ ~ OVERHEAD PROVIDE 1 ' IYPE "C" BUFFER ` _ ~ ~ \ ` \ \ ~ UTUTY UNE! ~ r` ~ :v ° UTUTY UNES
-""J\ ~ ~ ~ ~ ~ \ \ TO BE RELL _ _ _ 1 @_ PINE ~ COORDINATE ~ \ \ ~ TO BE RELOCATED ~ N N of a COORDINATE WITH CPd~I 3. CONTRACTOR SHALL CHIP ON SITE TREES DURING CLEARING OPERATIONS FOR USE AS LANDSCAPE MULCH. U ~ rT ~
I a~ z 00• ~ ° ~ rn~l
_ 4, INSTALL TREE PROTECTION FENCING PRIOR TO BEGINING CLEARING OPERATIONS, p = ~ ~ ~ ~ RELOCATE POWER POLE v,
- t 8' PINE ~ ~ ~ ~ ~ ~ ORDINATE WITH CPdcl ~ 'v . , 3
PINE ~ , , ~ ~ ' ~ - ~ ~ . ~ 5. STOCKPILE TOPSOIL ANO WOOD CHIPS ON-SITE WHERE SHOWN ON THE PLANS. TEMPORARY WOOD CHIP MULCH STOCKPILES _ ~ x ; ~ SHALL BE TURNED A MINIMUM OF ONCE EVERY TWO WEEKS OR A5 NEEDED TO PRE NT HARRIN R M TIN ~ ~ ~ ~ 3 ~ VE C G 0 CO BU5 0 .
~ ~ \ ~
.a ~ ~ ~ 1 ~ ~ -0.94--~---5757' RE EXIST. ~ 1 \ \ _ "PINE"S ~ 6. PRIOR TO DEMOLISHING EXISTING BUILDINGS OR OTHER STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS OR ASBESTOS ; ~ \ MATERIAI. CONTACT ENGINEER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES
~ ' ~ -I- ~ PINE _ WOODE PRIVACY FENCF ~ ~ ~ ~ \ \ " ~ ~ - - IN OGN~090_~ ~ ~ 40.x. _ ~ ~ ~ \ ~ ~ ` \ ,
6 _ _ 24 P NE ~ FUEL TANKS, AND SEPTIC SYSTEMS. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL STATE AND LOCA
I ~ 492 g ~ / . r , - 72 ~ I r 10" PINE ~ ~ - - W - _ ~a PP REGULATIONS. D1
r \ ~ - 7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS. EXCERSIZE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN ~
\ \ O ~ 1 I; ~ \ UNDERGROUND ELEMMENTS. nOTIFY THE ENGINEER IF ANY UNKNOWN ELEMENTS ARE DSICOVERED THAT WOULD NECESSITATE
49 ~ ~ f _ 490 - - ~ ~ , \ ~ \ °0 3 o a I~ f ~ \ 1 - o _ _ o ~ ~ MODIFICATIONS TO THE PROPOSED DESGIN. at
_ _ ~ ~ ~ ~ 8. PROTECT ALL 1~JACENT PROPERTIRES, THE GENERAL PUBLIC AND ALL OF 1HE OWNERS FACILITIES. SHOULD DAMAGES OCCEUR, O1
_ ~j _ - 488 ~ \ ~ ~ 1 85 _ - - ~ \ - ~ ~ ~ ~ ~ REPA?R IMMEDIATEIY AS DIRECTED BY THE ENGIN R ~ EE .
/ - ~ \ 1 r .._496 C
_ 9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LOCAL, STATE AND OSHA REGULATIONS.
_ _ 486 ~ \ 1 - - OVERHEAD ELEC. TO BE REMOVED 10. EXISTING SURVEY INFORMATION WAS TAKEN FROM A SURVEY BY GLEN 0. WARD do ASSOIATES.
I I ~ /1 ~ ~ o 1 1 REMOVE HOUSE _
I ! ( ~ ~ ~ ~ ` ~ •~10 E. CHATHAM _ _ _ - 11 ~ ~ ~ ~ 4 ' / l ~ \ \ REMOVE TREE (TYP) 494 11. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC., TO REMAIN SHALL BE ADJUSTED TO MATCH
1 /f --4$~k-J----- \ \ \ ~ ~ \ \ ~ ~ PROPOSED GRADES.
I I 1 ~ 1 ~ I ~ ~ \
- ~ ~ ~ 11. THE TOWN OF CARP IS NOT RESPONSIBLE FOR THE ABANDONING OF THE SANITARY SEWER.
1l - REMOVE ~ ~ 1 \ ~ , - - - I ~ / / I ~ XIST. WELL ~ ~ ~ ~ \ \ 49 492
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~ ~ , ~ ~ ~ ~ ~ EXIST. SAN IIH \ E ~ T8E
- ~ 7~N6-SEWER' I ~ - ~ e
m eE~AEl~wooAEO s ro \ ~ \ F~ e" sA \ ~ ~ 9s
~ \ ~ \ ~ TO BE ABANDQNED ~ ~ - - - - ~ GUI ~ a: \ \ / \ ~ ~ ~ ~ SNIE UN GUM 0
~a ~ ~ ~ ~J / I ~ ~ ~ 20" SIMEETCUN SNIE UM X20 SWEETGIM Z
_ _ ~ - _ 1 ~ L~ \ \ \ ~ .j
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, / / ~ / , / / ~FXI"i' INS .SEWER / , ~ I _ / ~ I i I I ~ I ~ Asti ~ / / / ~ ~ TO ABANDO ED / r / ~ ~ I I I I I S Aj DWG BY: TJG V S \ A~
h / ~ / 6 , e CHK BY: TJG
1~ r / _ - 1 ~ I I A / / / / r l•,'- r I ~ / In 's
r , ~ EXISTING NITARY SEWER EA MENT / / ~ W W A~ f o DATE:
g , ' ~ , , ~ ~ / /i @ ~ E7~T. PROP r / _ - - 1 I A6 ~ / _ / r0/ n I B PI 01 APR 02
_ ~ / r ,LIMIT bF N ;EASEMEId110 , / 1 ~ 66 _ TO BE ANDON~ OVE r - - ~ r ~ ~ 10" P A . - - / / ~ , / ~9i,, ) , / l REVISED:
/
I 1 15 MAY 02
I ~ ~ 17 JUNE 02 ~ ~
A6 ~ / i iii/ / ^ _ \ ( / / ~ i~ / ~ / / / / \ I ~ ~ 9 JULY 02
/ ~ A~ / / / / / / / i / / ~ ~
6 ~ ~ ~ PP 25 NOV 02 A ROVED
~ ~ ~ TOWN OF CARY
A~ ~ 5 / / / / / / / / i~ ~ / / \ \ ~ r' \ / / i r---~ / / / i r~ ~ / / \ \ r \
~ APPROVED BY DATE
PLANNING
,r / r / / / r - _ r v v A a- ~ to ~ / , / / / / / % / / - - ~ ~ - - _ _ _ \ \ \ 8" LE \ DATE ENGINEERING
1 / , ~ / / / _ DATE ~
2~ Jr / / / / v~ A v ~ v 5 / / / ~ \ \ 02-SP-039
/ A ~ - / F / ~ / / / / / : ~ ' ~ly,~ ~ ' ~ i / / / / , / / / ~ ~ v v v v 45' -TWIN -f,M
p ~q52 ~ ~ ~ / ~ r" 17/PINE / / / / / _ ~ -
~~37~ / / / ' r / / ~ \ 8 ' / / / / r / / ~ \ ~ _-478 r ~ ~ / / ~ ~ / / - ~ ~ _-476'~~~
~ / /
6 6 - 478 ih~, r,~~~•r~n? ~~E,
A6$ Alp / a a/~ ~ ~ ~ / 24. ~ 478 rJea~., ,~r , !np (~rI ~.F . ,I
REMOVE , A~ ~ ~ ~ 7 ~ n ~ ~ • ~ z ~ ~ ~ ~ ~ ~ 8" WEETGUM ~ EXIST. FENCE ~6 M / a 480 ~_M !ntegrnted Css;r.,n, f'A ~ 480 Any fc~pt~,d~~i ! ur ~ '}h>i-:?
p A ;a p / ti / r ~ Y 18" POPLAR
~ / / / / , ~ p0 ~o g7 E 606.8~,'i~'!~r o ~ 13" OAK - a / / ~ / ~ / / / i 0 0~ ~ ~o _ \ ~ ~ ~ 482
482 )wq ~~caled 10~ ~f ,2.T p!~~t;y
N / / ~ ~ ~ N \ ° ~ O / / / / / / V ~ A
8 A
l / l / 1 488 A t DEMOLITION
3
ui PLAN
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i U JOB CODE: ECSSC
U W SCALE; 1 50' DRAWING NUMBER
rn 3
U N 0 50 100 150, 200
N U SITE ~
W W
I 02

2 3 4 5
C~LQ' N~1ECi~ N
r' ~ ~ ~
Z' W
R,yt ~ ~ Ck ~ GRADING NOT y ES CERT. N0. ~ 51063
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN
OF CARY AND THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. ti ~RTh CtiR~~~d
Rq
2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL 1-800-632-4949 LOCATE ALL ~fIGH, { )
~ ~ EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ,~~{tt"~trJ(~~~ s
~ ~ ~ ~ ~ ~ 3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF A L EXI
L STING UTILITIES AND 4 s G NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING ~ '~~0`~' ~
I ~ - ~ CONSTRUCTION. ; ~ ~ ~ ;
~ ~ \ I ~ ~ - ~~~tv y ~ i~ c
\ _ c.l. ~ ~+'a 4. BOUNDARY AND SURVEY INFORMATION IS TAKEN FROM A SURVEY 8Y GLEN D. WARD ~ ~ ,~'.r
\ ,T - 7 ~ PROP, C.I. 13 5 + ~ ~ _ TOP=505.2 ~ - 0. ASSOCIATES. ~ , ~,'~,4` . ° , ~.t.
PROP. 95 ~ ~ , INV IN=499.83 .J.~~
\ ~ ~ ~ RCP®0.5 ~ ` \ - VOUT=498.25 ~ P°4 FRCP 5. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND ~ 'w
STREETSCAPES, THE CONTRACTOR SHALL CUT MINIMUM 2~ TRENCHES ALONG THE LIMITS OF a ~ , DISTURBANCE, TO CUT RATHER THAN TEAR, ROOTS,
PROP, 0.1, x'11 ~ ? ~ 5p4_ ` \ ~ ~ PROP, MH JB 12 TOP-485,75 I / ~ v ~ oo u~
I _ ' ~ ~ ~ \ , ~ , TOP=491.65 INV IN-482.55 - ? _ _ ~ \ _ _ ~ * ~ ~ INV IN=488.25 6. THE TREE PROTECTION F N IN HA MAINTAIN NTH IT a ~ ~ E C G S LL BE ED 0 E S E UNTIL ALL SITE wORK o~ N o
INV OUT=481,05 I ~ \ ~ ~ INV OUT=487.40 IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIFICATE OF OCCUPANCY ~ " co ~ ° a
PROP, 76 LF-1 B" 502- - - - - - - - - ~ ~ ~ ~ - ~ ? ~ P - LF-15" RCP RCP®5.3°l" _ ~ ~ 5yo ~ N N 01 CL {CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR .L ~ ~ M v .
r - ~ _ ~ ~ ~ , \ THE CO. m Z ~ ~ mrnl
500 - _ - ~ \ ~1 4= ~p ~ rnrn~-
I PROP, D.I, ~ 0 / ~ ~ ` ' \ , \ TOP=463.75 ~ ~Ck 7. PERMANENT GROUND COVER WILL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 _ ~ CALENDER DAYS, WHICHEVER IS SHORTER, ~ v - x ;
INV IN=477.05 ~ ~ ' - _ _ _ _ ~ <9 +s 80 - \ I ~ _ 6 8 ? a - i .
INV OUT=476.95 I / ~ ~ ~ , - - - S ~ ~ , ~ \ ~ \ PROP. 75 LF-t8" / ~ _ _ ~ . q9+ _ _ \ ~ ~ ~ `1
i- _ ~ _ ~ \ \ RCP®5,57 a9a~ 4g? - ~ ~ ~ - ~ i ~ ~ o ~ ~
~ ~ 4 \ `
C
PROP, D.I. ~9 ~ ~ t ` - - ~ I TOP=479.75 96 ~ _ ' ~ ,o~ to
INV IN=472.83 ~ ~ - ' - 492 F ~ ~ - ~ a~ 7, o
I INV OUT=472.00 ~ - / ~ _ " I , ' - - \ 4gg 610-R~ 0 ~ PROP, 50 LF-24 ~ ~ T ` _ i ~
~ ~ ARE,4 (SE IT ~ ~ - II RCP®5.3~ ~ ~ _ so _ - 4 ~ 1~ 4 ~ - - ~ ~ ~ - , II i II
y. ~ ~A 'I , ~ r - - _ ~`1~,508 ~ ~ ~
~ a 1 a°' - ~ A ~ I ~ q I . - ' - ~ _ _ _ 488 1 I _
~ ~ ~ C - ~ -496 ~
TOP=471.75 ~ II : r,- ? ~ F \ _ -T.-, ~ ~ - - I So INV OUT=474.55 i ' / ` ~48s % - ~ ~ ~ _ r 97.0 I I - i
( _ _ '4820 j PROP, 90 LF-15 j ? ? - ~ , i PROP. D.I. X28 ~ / i TOP=489.75 I /
RCP®1.0~ !j ! ~ ~ / ~ ~ ~ ~ 494 494 INV-465.5
/ _ _ ~ _ _ _ - - ~ ~ i ~ PROP. 75 LF-15"
~o ~ ~ I i RCPA3.9X J 1
I 'r' ~ _ ~ - - - l ~ A ( E .SITE ~ I _ - - ~ I - ' I ~ - _ I ~ PROP. 0.1. X27 J J TOP=487.75 J J
~ I ~ 3 ~ ~p I rj ~ - ~ q ~ ~l ~ ~ ~ - - INV IN=482.6 1 ~
~ 1 II \ ?-~6 ~ ~ V ~ ~ ~ vim' ~ - \ ~ ~ I i - i . ~ ~ ~ / i I ~ ~ BIO=R ~ ~ ~ I ~ ~ I - q9q ~ INV OUT=482.5 PROP. 80 LF-15"
1 I~ t ~ i ~ ,w 484,Q ~ ~ - - ~ ' P X ~ • ~ RC 03.8 .}r
PROP, D.I. MB I I I I AREA- i-S SITE, \ ~ ~ _ ~ _ ~ I TOP=418.0 ! I _ 3 48 ~ ~ 1 I r r Its PR P .I. 26 ~ o o.o ~ ~
INV IN=469.35 I' ~ ~ a I ~ ; ~ ti: ~ ~ ~ I ~ ~ ~ - - - - -I ~ - ~ ° ~ ~ ~ TOP=483.4
~ INV OUT=466.18 ~ j j _ _ ~ ~ 1 ~i' OP. 30 LF-24" l n j / ~l _ _ J ?~I RET~NTI(~N ~ _ - _ 49 INV IN=419.45
m , ~ - SEE` ITE + ~ - I INV OUT=479.2 L. +r N PROP. 95 LF-18"
\ ~ ~ I ~ 480 ~ ~ ~ - ~ ~ \ - l ~ ~9 t sg RCP00.5fi
F.E.S. ~7 / r I ~ ~ _ ~ 1 49 INV-466.0 ~ ~ O.~ ' ' PROP. D.I, X31
/ / r j ~ ' 419. ~ - - TOP=485.15 ' t INV IN=478.70 ~
o ~ ~ ~ ~ - , / V ' ~ ~ ~ 810-RETE~IA ~ . ~ I ~ - ~ ~ 479.5'- INV OUT=478.60 O
/ ~ ~ TN~479. ~ ~ ~ - ~ BS t PROP. 60 LF-18" 9s RCP01.07i ~
/ ~ ~ W~ .0~ 479.0 ~ - J PROP. C,t. ~6 ~ \ \ ~ ~ ~ \ , ~ ' ~ - -T ~ • t et PROP, C.I. X30 VVV
TOP=475.5 ~ ti i 76 ~ _ 4~~ ~ ~ TOP=486.6
INV IN=473.00 / o , i ~ , _ ~ INV OUT-466,16 ~ - ~ _ , INV IN=478.0
PROP. 20 LF-15" - ~ 2 ~ ~ / 9 ~ ~ ? I ~ INV OUT=477.9 PROP, 28 LF-18"
RCP®0. / a ~ ~ r~ _ - - ' ~ - ~ I 475 \ _ ~ i 8 '1 ~ TW 6.0 ~ i s 6 - f ~ ae ~ ~ ~ ~ , _ - , ~ I Tw 4.0 BW 76.E i~-~ I RCP00.5X
' I 47 , F.E.S~ ~ ~ ~ ~ F.E.S. 29 0 ~
1e / ~ ~ 4 - ~ INV=477.75 Z W
CONTROL STRUC - 68.0 ! - ;tt--~ - ,.b \\v I PROP, C.I. /25
a16 ~ ' a68 ~ c _ INV. ~ ~ ~ fa -462.0 ~ ~ ~ ~ - ~ , - - - V~~ \ 470.50 ~ ~ TOP=481.0 O
~ I ~ - ~ \ tie INV OUT=471.20 PROP. 32 LF-15" I
i FRCP ®0.5~ a1a ~ ~ - 1 ~ I 9, A TILT Y~"ARD i ' I ~ 470. ~ F.E.S. ~3 ~ i / ~ 474 RCPAI.9X 1
_ _ a12 , ; ~ ~ ~ F,E.S. ~2~A ~ _ I) Elo .50 \ INV-461.87 1 ~ ~ ~,p ~ ~ ~ / r ~ ~ INV=470ji 1 I 470.5 CENTERLINE o t ~ ~ t~ PROP. C.I. X24
a1 i i i ~ ~ 1 , ~ , N ' ORNNAGE t~ ~ TOP=481.0 S INV IN=470.60
i' ~ ~ i' ~ r ~ ~ ~ I ~ i ~ 413.0 ~ *~t INV OUT=470.50
413.5 1 a6e ~ ~ i / i 1 0 ~ ; « 81.1 TW ~ , 413.5 TW _ PROP. 24 LF-15" 00.6
_ ~ ~ 6
6 d ' F..S. X23
I IN =470.35 ~ DWG BY. TJG
2 , - ~ i ~ F.E.S. X22 i 1 a6 ~ ~ ~ , ~ , . ~ - INV=470.35 ~ i ~ qh ~ , , ~ ' ~ ' TW 462.0 r r'
i , ~ ~ p~~ PROP. 40 LF J a60 ~ ~ - ~ ~ ~ / ~ BW 470A 3 "PIP ti ~ E ~ ~ ~ 6 E 0 0.6X ~ CNK BY: TJG
~ ~ 413.0 ~ CENTER-MO T
DATE:
~ / 1 /i , - ' ~ ~ gW 474. " - ..L_ 1 APRIL 2002
6 ~ I / / ~ _ ~ ~ , ~ TW 477.0 -r. a5 ~ / j ~ ~ ~i ' 4.7~ ~ - 2 0' 2 :Qo~ REVISED:
/ / ~ I L_ - 'Q aga " , _ J / / ~ ~ " ~ ~ _ 7y5o BC D FL. EL. 511.0 ~ - - _ - - - _ DRAINAr;~ ~ ~ - ~ I r As DRAINAGE
/ ; , ~ ~ 4TH FL EL 526,0 aeo.o MENf 5ti i ''~i'/ i ~ AS MENt 1 15 MAY 02
- - a , , , , ~ OCK -4 ~ ~ ~ ~ FIRST FL EL. 481.0 ~4, -4,4, 17 JUN 02 _
- " a ~ ~ , ~ ~ ~:oo ~ -1 481.0 I SECOND FL. EL. 496.0 - - ~ , 9 JUL 02 -+~s~
~ is i 'J; " i ~ i - 6~ a i, ~ 481.0 ~ 481.0 ~ ' ~ - , ' ' ~ • . 0 ~ ~ 1 481.0 481.0
8 .0 F,E,S, 32 a5 a5~ a50 61.'~ ~ ~ ' i` ~ ' ~ ~ 19 AUG 02
~ a 6' i / 80.5 INV=462.85 a6 be' 10 ~ ~ +a ~ - 4~e 4,e 30 OCT 02
PROP. Y.I. X17 a a1ti I 478 9~ ..,,.~R~ 5 % ' ~ APPROVED
- a f'ir' - - B TOP-467.75 / a18 ~ ~ ~ I - 48p _ / i ° INV OUT-463,0 / i ~ ~ ~o / Ag1. / a,- ~ \ _ ~ TOWN OF CARY 25 NOV 02
/ / ~ i ag ~ 480.0 . PROP. 15 LF-15" F.E.S. X15 i , ~ ' h~ 0 87 ` ` 27 JAN 03
-ESP®? ~ ~ INV=467.0 PROP. C.I. 16 I ~ ; / / j pro a~9 . ~ 481 TOP= 3,8 / i l / ° 482 APPROVED BY DATE
.,1dV IN=4, 8.45 / / i / ~ PLANNING DATE
INV Ol)T'r4$7-~ ~ j / I D ~ q8 ~ \ s 9x PROP, 20 LF-15" % ' I ~ / I TOP=479.8 ° ~ ~ e , w t ENGINEERING DATE
/ I T , / INV IN=470.00 ° PROP, D1. ~t9 a~ ROP, D.I, X20 RFP®1,0~ I , ~i INV OUT=469.9i~ ° TOP=479.8 TOP=479.5 ).I, X20 9.5 02-SP-039
I / ~ / j ~ ° INV IN=471.30 ~ IN OUT=472.1 =472.1
/ ~ I I ~ PROP. 172 lF' 15" ° ~ ~ I / l ( \ / RC~08~T.• INV OUT=471.20 " ~ POP. 57 LF-15" i7 LF-15" 4x
i - ~ - ~ \ I PROP. 95 LF-15 ~ ~ R PA 1.4x
--_i / , ~ I 1 I / ~RCP01-2~ ~
. J t } . . n i l~~cu" ~~~,1 th._.
/ / ~ ~ - _ /a
/ I _ _ _ 00 I ire Po+~ r1 [ , ~ _ pn
pr~~r w~itl~' ~ ,n.-~n1
/ / I j I I 1 - - - ` \ --r ~ ~ _
~ ~ i` lw sc~l?d f-,r .~5~;~a .Ica,
I i / / / / ~ / \ ~ - i - GRADING AND
EROSION CONTROL LEGEND , / , ~ STORM
/ / I (/I I, I I ~ ~ ~ DRAINAGE
STANDARD CATCH BASIN/YARD INLET PROTECTION PLAN
SILT FENCING JOB CODE: ECSSC
TEMPORARY DIVERSION DITCH DRAWING NUMBER
SCALE. t = 50
TREE PROTECTION FENCING
0 50 100 150 200 SITE
TEMPORARY SLOPE DRAIN _ rSD-- ,so-- ,So-- ,eo-
201

4 - AEU u«/G ~P NITECT~
3 2 P~ ~ ~ -0
~ ~0 ,p Z ~ Y
1 " CERT. N0.
51063 $
• ` R c~R
~ gCEIGH,~
? ~
~ ~ ``4~511'llfilittt
? ~ ~~1~ ~ ~,~V~' t~tit
~ ~ RN(RO4p i ~ ` i ~ ~~LL C 4 w
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~ ~ n !'d ~ f'~'1;-' f ~ , ~f~ 1
~ti' a, , - .
~ ~ s
~ ~
~ NOTES LNG ~ RAD G °o
\ HALL 8E IN ACCORDANCE WITH THE TOWN ° ~ ~ N ~ ~ METHODS OF CONSTRUCTIONS o: ~ ~ cv u ' t. ALL MATERIALS AND
\ 1~~ - R LINA STANDARDS ANO SPECIFICATIONS. N N a - H STATE OF NORTH CA 0 ~ ~ ~ v , OF CARY AND T E
` ~ , Z ao ro o - ~ m m I 'r
~ + ~ ~ - ~ ONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632 4949) LOCA o = ~ ~ ~ 2. C TION. ~ ~
\ TILITIES PRIOR TO BEGINNING CONSTRUC _ 3 ~ EXISTING U
~~e ~ - m ~ , a. ~ r- ~ x ; TI AND ~ ° ~ i° 3
~ ~ CONTRACTOR SHALL VERIFY THE LOCA110N AND DEPTH OF AlL EXISTING UTILI ES ~ r 3.
4 \ \ ` ~ ~ 50 _ ~ - \ ~ + ~ ER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING NOTIFY THE ENGINE
- ~ ~ - 4 AR ~ ~ CONSTRUCTION. t
\ ~ ~ ~ ` 5,60 2--------- ~ 1AKEN FROM A SURVEY BY GLEN D. WARD do 4. BOUNDARY AND SURVEY INFORMATION IS
ASSOCIATES. rat
_ ~ \ ~ 3 AR ~ r R~ a
AR _ I - . ~ _ MINIMITE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE OF BUFFERS AND C 5. TO
~ 16,784 SF - ~ , _ - - - - - ~ _ - -f _ 4~6 498 ~0? ~ ~ OS - THE CONTRACTOR SHALL CUT MINIMUM 2= TRENCHES ALONG THE LIMITS OF rJ STREETSCAPES, ~v
J - - ~ _ DISTURBANCE, 10 CUT RATHER THAN TEAR, ROOTS.
- ~ _ , j - - - 49q ~ ~ \ ~ c \ o PR TECTION FENCING SHALL BE MAINTAINED ON THE SITE UNTIL ALL SIZE WORK i 6. THE TREE 0 I ATE OF OCCUPANCY ~
- r age - ~ ~ ~ ~ - ~ 9 ~ 4 ~ - ~ IS COMPLETED AND THE FINAL SITE INSPECTION PRIOR TO THE CERTIF C C
~ ~ R~ ~ ~ ~ r _7 ~ ~ ~ ~ HALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR (CO) IS SCHEDULED. THE FENCING S
~ a ~ ~ _ a9a ~ r ~ , THE CO.
_ / _ \ _ _ _ - _ . '1 ~
a9~0 - ~ _ ~ ~ ~ 1 ~1~ _ _ ~ ~ - _ - 492 ~ ~ ~ 11 AR 1 i i ~ ,J ' ~7` ~ NT GROUND COVER WILL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 7. PERMANE
- I 1 24,000 SF \ - - - . _ ~ , - - _ _ CALENOER DAYS, WHICHEVER IS SHORTER. = ;5pg ~
i ~ ?88 ~ ~ ~ . =506 - - ~ - , \
49 ~ i - ~ _ ~ I ~ ~ j ~4 ~ A ~ - - - ~ ~ ~ ~ 500 _ - i 494 ~ ~j- -fit ' _ I . _ \ ~ 5pp
0 _ ~ _ r. ` ~ ~ q ~ _ 488 - \ ~ ~ ~ ~ - _ -496 ` ~ l_ _ \ _ 496 ~
i i - ~ ~ ~
~ - - - 48 ~ ~ l - FF-SITE ~ ' _ - _ ~ ON SITE 0 - ~ ~
DRAINAGE AREA ~ 1 a94 + ~ ISCHARGE Q1 = 20.7 CFS ~ ITE PRE-DEVELOPMENT D l!7 ~ S
BREAK N ' / ~ ~ r ~ ~ 25,414-.SF - - - J f ~ P ST-DEVELOPMENT DISCHARGE Qt = 20.4 CFS ~ ~ ~ SITE 0 L
~ N r
a ~ - - - _ - - ~ ~ A ~ ~ _ _ - 1 r
a i - c~
rn ! ~ i a , I r - I ti` ~ ~ ~ ~ r ' 10,188 F 4 - ~ DI N28 ARC C
~ ~ ~ ; 5,32 1. ' 5,325 SF ~
~F-r ~
12462 SF 1 II ~y / ~ ~ ~ r ~ ~-r ~ ~ ° r r ~ ~ ~ 49 ~ ~ v f
JJ I. i _ r. \ - -
rr J ~ / ~ ~ ~ _ - 4 s
r ~ ~ ~ DI 26 AR .J I ~
h , ~ ~ _ -s,1 7 ~ ~ L,, , , P I f x ~ 1~~,. _ - ' - - 0
r , r ~ ~ , ~ col s AREA` _ ~ ~ ~ - ~ l ~ ~ ~s ~ ~ - ~ - - - ~ c~
w
~ ~~X j - - - ~ _ J ~ 1 - _ - ~ ~ ~ ~ I AR b ' - ~ 0
,c o e r
N
r ' 468 ~
~ ~ 4 - - ~
' / 4 4 _ J \ i ~ - ~ DI $30 AREA
- ' ~ ' _ _ ~ , ~ - - ' ~ 12, ~ ~ ~ ~ - 12,750 Sf
i i i i ~
i _ ~I ~ - _
16 ~ .t ~ ~ 4 / ~ - ~ - ~ - 4 AR ~ D1 4 ~ ~ ~ I DI ~2 EA 12i pl X31 A ~20o sF DWG BY; TJG
~ - 22 F , 46 ~ ~ R AREA 9,800 S ~ 1 _ 3,28 AC ~ -
q1 r / _.1 I 2 AREA.' 1 ~ ~ ~ w ~ CHK BY; TJG
g1ti - ~ ~ - - - - _ ~ 2,400 SF i ~ ~ ~ ~ ~ I ~
, ~ - ~ 1 / !j q1 ~ i - / DATE;
_ r ~ 15 MAY 02
Ab ~ ~i I r ~ /
6 ~ ~ ~ - i ~ ~i /J~ 46 - - ~ - ~ I ~ ~ _ - - _ REVISED;
~ 1 15 MAY 02
i } 17 JUN 02
6 ~ ~ ~ i i ~ ~ ~ I 1
i n / ' / i / ~ ~ \ ~ 9 JUL 02
~ ~ ~ /j ' - ~ ~ r ~ i; i, ~ ~ ~ ~ 19 AUG 02
p5e , ~ ~ - _L_-- 12 SEP 02
4 l.~ / l ~ ~i % ~ ~ 25 NOV 02
q - i / ' ~ ( A 5971 SF A5 ~ ~ ~ 1 ~ / 27 JAN 03
i , ~ 6518 SF ~ ,-q~
r ~ 6 \ ~
i i ~ ~ .
4 ~ / ~ _ ' ~ ' p56 ~ p ~ ri'' ~~ri~~ ~r ~ /A ~ ~ ~ ~ - 478
q56 q6 q6~ q6q 6% ~ - _ _ ~ - A6 68 , 4~~ , ~ ~ ~ i APPROVED
4 q1~ !"r,~~' ~ - - ~ , ~ _ 490
11 AR A / a ~ 19516 SF l ~o q0 / r It i k i i ~0h ~ g7~-- t82 TOWN OF CARY
~ ~ ~ j / ~ l ~ ~ ~ ~ a~ ~ x~ BY T _ ~ APPROVED _ DA E , ,a,~~~ , -r
~ ~ j / J _ ~ I ~ ~ ' PLANNING DATE ~nrP<a~.,if:=1 ~ A,~ „A,r,,;~: ~W~~~~~:~_,I
~ ~s i ~ J0496 / / ~ 'I~ ~ ~ ENGINEERING DATE a,~,. , ;
1 I I I ~ ~ I I j I 1 ~ ' . 02-SP-039
_ , I r o ~ I I l ~ , ~ ~ '~~wq scale=~ for 3t:n,~~ pl~~:.
/ oo~ _ - ~ ~ ~ ! I ~ ~ ~ is - , ~ _ 1 ~ ~ ~ J ~ ~
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DRAINAGE
~ / ~ ~ 1 - _ ~ ' - ~ / ` ~ ~ AREA MAP
I - = ~ ~ I ~ ~ - _ _ - 0
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D.I. INLET - 485.75 D.I, INLET-4 3.4 -~_I'''le~
BOTTOM BASIN - 485.00 BOTTOM BA IN-483.3 ~~.~h~~° •.y~
` N
Rai ~ ~0 o ~ FRENCH DI2AlN o ~ FREN H DRAIN : _ ~ ,
~Ok ~ ~ ~ ~ ~ v , IM/,--481.25:: a 1NV.--.79.3
a _ o ~ . _ ~ ,~'~,r'r:., , :1~.
~ ' t
STORM INV. OUT - 481.05 STORM INV. OUT-479.2 _ ~ ' ~
OI #11 BIG-RETENTION PROFILE NTS DI #26 BIG-RETENTION PROFILE NTS v~ ~~E 0o u~~
` ~ l0 c0 N ~ 165' ~ r co N v
~ ~ ~ _ ` ~ CN N~ Q 65 _ ~ ,
\ ~ ~
- ~ - IN - ~ rn m ~ D.I, INLET 485.75 D.I. LET 487.75 o r
~ ~ ^ ~ ~ CI 14 BOTTOM BASIN - 485.00 BOTTOM BASIN-486.75 rn °i 01'- 3
~ ~ ~ DRIANAGE AREA-5,605 SF e S ~ X I o ; N N ~ vo
~ ~ e , 4,975 SF PAVT ~ Q15?, d. ~ ' $ ~ . ~ ~ + 630 SF GRASS - r.. 2 H ~ 3 r- _ r,
° ^ m ~ 325 SF BIO REO'D o FRENCH :flRAIN INV 478:7D o ~ FRENCH GRAIN `
i ~ r 504 ~ ~ a: ~ d _ iNV.-482;75 " _ . _ _ o _ o _ °
_ _ . - - _
~ n . - DRIANAGE AREA-9,020 ~ _ - ~ 502- - - - _ --__--'r-~ ~ \ ~ ~ 8,230 SF PAVT c cn
- ~ ~ , ~ \ 790 SF GRASS STORM INV. OUT - 476.95 STORM INV, OUT-482.5 ~
_ - - - ~ a 533 SF BIO REO'D 0
_ OP ~ ~ RV > 500 ~ ~ - ~ ~ ~ (IgQb 1 DI 27 BIG-RETENTION PROFILE NTS ~ DI 10 BIG-RETENTION PROFILE NTS as
rfl
i-~- r , _ 0 _ _ _ ~ ~ - - - _ - 4$ -498 OU 4 O \ 144' 27' c`n
•
Aga . _ "f `T ; ~ f s ~ ~ ~ ~ ~ ~ ~ ~ ~ 15' D.I. INLET-479,5 D.I. INLET-489.75 BOTTOM BASIN-475.00 BOTTOM BASIN-489,6
_ x4 I t ~
494 - _ S7Sy , \ _1 l _ _ \ \ \ ~ ~ ~ ~ N - ~ f f . - ~ ! 1~._ ~ r- ~ N ¢ N s
I _ - ~ , .T 6 ~ ~ ` ~ 'D.Oa - - ~ ~ ` - . DRAINAGE AREA-7750 SF a9 ~ ~ ~ ~ ~ ~ ~ t . - _
F PAVT I ~ ~ ~ - - - a92 f - - ~~~1' I ~ ~ ~ ~ 1 ~ r_ _ - - ~ va 3,850 S / ~ D NA R 0 a._ a' • o ~ : FRENCH: {}RAIN o . ~ FRENCH DRAIN INY: 474:70:....::: a INV.-485.6
3,900 SF GRASS _ - - ~ f ~ 48 _ ~ ~ 13, ~ S PAV' - - ~ _ o _
311 SF BIO REO D % ` ~ ~ - - 4 ~ ~ ~ - ago --o -l ~ ~ ` ! 10; 'SF GRASS `~I' ~ ~ ti .
1a ! - - ~ - I - i ~ , 2 .~10 RED' ~ ~ _ ,
' ~ o _ r ~ _ ~ I 468 l~ Q--~~ STORM INV. OUT - 472.00 STORM INV. OUT-485.5 r..
~ r,a? _ . - - _ - W - ~ ~ T . _ DRIANAGE AREA-5 325 SF DI 19 BIG-RETENTION PROFILE NTS ~ I I -R TENTION PROFI NTS t"
- , • - o - T - _ - - _ 1 846 SF PAVT , - , AREA 2A J ! r ~ ''so-~; ' - - - aeb ~ ~ " ! ~ ~ " ~ 3,479 SF GRASS
_ _ _ - ass ~ ~ i 77 SF BIO REO'D 13,400 SF t 7' 53 2 ~
10250 SF PAVT ~ I - ~ / 1 ' , ~ / / / f ~ i-- .494 N
3,150 SF GRASS ~ / 1 _ . . ~ ` ~ ~ ~ I ~ _ _ _ 6,850 SF UNMAN r-1_ =r_.. _ - / D 2 ~ _ i I 7 D.I. INLET-477.75 D.I. INLET-485.15
701 SF BIO REO'D " ~ ~ " _ 17, 1 SF V'~ ~ ~ ~ - ~ ~ , ~ DRAINAGE AREA-10,188 SF to , 1 + , ~ - ~ ~ S 340 G SS ~ _ _ - - SF PAVT BOT10M BASIN-477.00 BOTTOM BASIN-484.75 t ~
~ V ~ - - - _ ~ - 1,097 N ~ 1,2 F 10 0'0 ( 3091 SF GRASS N: N= -
' i ~v , ! - ~ _ - ~ ~ _ 492 ~ ~ I 533 SF 810 REQ'0 _ - `V
~ _ \ o~ FRENC DRAIN o~ N H O _ ~ FRE C DRAIN ~
~ ~ ~ ~ ~ ~ ~'r I fi ~ ~ ~ ~ ; _ ~ A _ o INV... 472.70 o INV.-480.75 (j'f
/ ! y ' ~ ~ - - ~ \ ~ ~ ~ I ; ~ DRIANAGE AREA 6,150 SF ~ ~ ro 1 1 ~ _ ~ ~ ~ ~ ~ 4,650 SF PAVT
1 ~ ~ ! ~ . ` ~ D IAI~AG R -~2, _ 0 1,300 SF GRASS
f ~ ~ 329 5F REQ'D C ~ ~ n , ~ - " ~ ~ j - 5,15 S~ AC S _ ~ ! STORM INV. OUT - 474.55 STORM INV. OUT-478.60
r' 1'!' 1163 b' - ~ - / - A - " DI N2 BIG-RETENTION PROFILE NTS
~1 1 ~ ~ , ~ _ ~ 1 - ~ ~ - _ - ~ ~ T ~ ~ ~ ~ ~ ~ ~ ~ ~ . _ - DRAINAGE AREA-1200 SF DI 31 BIG-RETENTION PROFILE NTS 0
~ ~ f I! ~ ~ ~ I ~ ~ -~I 800 SF PAVT 1 / - ~ ~ ~ _ ~ ~ ~ ~ , ~ ~ 400 SF GRASS
~ ~ ~ ~ _ , • , 57 5F 810 REQ'D 39' 153' Z W
m ~ ~ ~ I s 30 ~
/ _
DRAINAGE AREA-12,750 SF D.I. INLE1-477.75 Y.I, INLET-467.75 ~
l m i ~ ~ ~ ~ ~ ~ ? 'L 803 SF BIO REO'D - BOTTOM BASIN-477.00 BOTTOM BASIN-467,0
~ ~ re o t ~
o / / Asp i ~ ~ ? ~ _ _ -
~ ~ 1~ o i, _ 7" _ :.a ° FRENCH.:DRA1N. ~ o ~ FRENCH GRAIN
_ - INV,-463,2 a . tNV 472.7U " p . o
p14'~ ~ , i~ ~ i - ~ ~ t~
' , ~ IANAGE ARFtA-9,706- o
~ , ~ 475--~_$RASS- - ~ ~ ~ ~ 5YL 5h - \ I ` 1'~I 24 y d y ~ u i t1~ STORM INV. OUT - 474.55 STORM INV. OUT-463.0 DWG BY: TJG
/ , , f ~i , , , ~ B REQ',B' I ~ . ~ y y ~ I CHK BY; TJG
_ ~ / AAA ~ i _ _ _ ` ; , v DRAINAGE AREA~9,800 SF y i ~ ~ ~ ;1 ' ; ~ ~ 8,200 SF PAVT ~ ~ CB RISER/FILTER BASIN ~1 NTS YI 17 BIG-RETENTION PROFILE NTS
- A1~ ~ ' ~ ~ i DI,~-25 ~ ' ~ 1,fi00 SF GRASS ~ y W g ~ r~ ~i ~ " ' ~ ~ " ~ ~ _ _ - _ _ RAINAGE READ 2,400 SF ~i : , I ~ ' 545 SF`BIO ` REQ'D ~I ~ • , s
/ ~ ~ A~0 ' / , ' ~ / _ ~ ~V'Ti ~i l ! y a r v W y o y ~W ~ v~ S DATE:
- / / / i 1 W 7 17 SEP 02
Y.I.{ i ~ ~ _ - REVISED:
A66 i~ 'S I 6 1 ~ ~ n i . - _ _ - / !i" , . nRA G ~EA> x.1547 F i ~ 1 25 NOV 02
r ~ _ . a ~ - - i ~ r ~ . f = - Z NAG 1 Aba , i PA1~~~,- ~ 22,725 SF BIG-RETENTION CALCULATION 27 JAN 03
- ~ t~~;; ~ _ z ~ ~ i : ,'d57 ~F'~RA~ ~ ~ F PAVT - ~ - ~ ~ ~ ~ ~ 293 S
A6 ~ , = ~ ~ % , ~ ~ : ~ , 8F 10, REO ~ ~ - 1 22,432 SF GRASS IMPERVIOUS AREA X 0.90 = net(SF) PERVIOUS AREA X 0.25 = net(SF)
o ' ~ i , / ~'i / ~ j ' i,' / 1 ~ ~ EXTENDED DRY DETENTION - NET IMPERVIOUS SF + NET PERVIOUS SF =TOTAL SF
TOTAL SF X 0.07 = SF BIG-RETENTION AREA
' i , ' ~ r
~ J _ - ' ~ , ~ PAVT ;GRASS 1 / ~ i F-`, IAVT .GRASS 810 REQ'Ol" TSS 96 t
B <,6 i / I I ~ ' ~ ~ , ~ ~ DRA>HI(~ AREA ARFA / A ~ ~ / : / ~ ~ / L ~RFA 'AREA TOTAL PROVIDED RBVIOVAL WBGHTEDi ONE-YEAR PRE AND POST-DEVELOPMENT DISCHARGE
J - /A5A /i / ~ ~ ~ / ~ / i / ~ ~ SF SF SF € SF i TSS METHOD 'CUMULATIVE: AVERAGE
roa•u,o7 / A5 ~ ~ ~ BAXtE1Brl]~N BAS~1(BRB) 8 _ 1 _ SITE PRE-DEVELOPMENT DISCHARGE Q1 = 20.7 CFS
INY. OUTS ~ , / , i ~ ~ i ~ ~ I - _ ~ ~ ~ #2 3850 3900 i 8AS~1(BRB) 85°rro TSS SITE POST-DEVELOPMENT DISCHARGE Q1 = 20.4 CFS 3850._ . _..3900 ;7750: 3111642 , BRB16RB1MNF 98.35% 19
A ~ , , , _a~s \ \ \ \ _ ~ . x#9 ............._..._...17022 ; 5155 17022 ; 5155 ' 71117 116311598 ~BRBlBRB1NIIVF 98.35%
~ , i ~ A ~ ~ ~ ~ ri ~ ~ % ' ~ ~ ~ ~ ~ 'x#10 17180 5340 _ ............._..__....t 17180 5340:22520 121511450 . BRB18RB1MNF " 98.35°k
. ° APPROVED 13250 10150 24000:102311354 ; BRBIBRBMWF 96.35 ~
/ ~ ~ A Ae A6 ~ ~ ~ x#11 13250 10 50 ' / A6B Ago ~ ~ - ~ ~ ~ _ _ - ` 478 x#26 .4850 1300 _ TOWN OF CARY 4850:1300 6150: 3001375 ;BRBIEDD 92.50° 18
~ . A~ ~ ; !"`+~r. - ~ x#27 1097:3491 1097..........3091 '......10188..._.. 5331550 'BRBIEDO 92.50%
/ ~ A~~ o~ ~ ti ` - aso 1846:3479 YI t 7 ~ _ x#28 ~ / I i LL I / ~ bg a~ / ~ ~ ~ ~ 1846:3476 5325: 1711250 ; BRBIEDD 92.50°x6 APPROVED BY DATE
/ 985 5F DA=B 380 5F / ~ ' i ~ ' ~ ~ s~-~~ ss3~4e 11 800 T 400 , / ~ , F._ ~ _ ~ . _ _ 1. 800 400 1200 ~ 481235 ~BRBIEDD ~ , 9250 ~ ~ PLANNING AT d~ ,gin r~ ~ ,
BIO PROVIDED 1 I ~ ' i / ` ~ 4 ,x#31.__........__....___._..._ 5,180 SF; PAVT / ~ I ~t / Aa io ~ ARFA#2A 10250: 3150 . _ _..._..3 D E 10250: 3150:13400 7011701 BR8INWF 91.009b 39 j irlte~~rr~t1 d [ c>t~, _ Any r~,G c ~ i ;tOn w~th,;u, ENGINEERING DATE }
3,200 Sf GRASS I ~ _ i ~aa ~ _ I ~ DA-2,89,0 SF ~ / , :x#6 6790 4~7 346 SF' 810 RE@ D ~ ' ` 6790 4~7 . 11641 , 5081510 BRBIMNF 91.00° pr 101` W r l ~ F t1 ' n l I
1 ~ fi40 SF PAVT I I t , ` ~ \ ~ *g rg* . _ u_. . _ _ ~ ~ f 2,250 SP GRASS/ I DA=4,440 SF 9377: 475 '9852: 5921600 .BR8INWF 91.00° 02-SP-039 t>~•:1
/ / I I F R / ° ~ as ~ 790 ~ / 80 S 0 EQ Q 1,090 SF PAVT i I Q#13 _ ~ 790 :9020 5331535 BRBINWF 91.00°x6 _._E _.w_.._ Owq scaled for vE plo±s
/ I I / J 3,350 SF GRASS ~ ~ p DA=5-575 SF 'Q#14 ~ 4975 ~ 630 4975: 630 :5605: 3251325 :BRBINWF 91.00°x6
I / ~ I ~ l J 128 SF BIO REO'D i p \ i / I \ / ~ ~0 1,708 ~F PAVT 'x#16 5180 i 3200 5180 3200:8380 3461350 BRBINWF 91.00°
1' I 1 I \ ~ / ° ~ _ 3,867 SF, GRASS i i _ i ~ 1 ~~'175~SF BIO RED' DI#18 / 640 2250 ...2890 80180 BRBINWF 91.00% _m,
/ ! ~ 1 _ _ ~ ~ I i ~ v ~ 350 ~ I DI 19 / - ~ 1090 :3350 :4440 € 1281130 BRBINWF 91.00% 10- TENTION 3................._.__....,_.._..........._........_...............;.....__.................... AREA MAP
/ l _ i ~ ! p , i' \ \ ` DI#20 1708:3867 .xf51, 20 l+w, SEMEIt EASENEEM / / ~ ~ I ( ~ , _ ~ ` ` ` 1 p a ~ i \ \ ~ _ . 1708 !3867 ;5575 ' 1791115 ,BRB/rMIfF 91.00°x6
.
ID(PAN)ED MY MTEWM(I AREA #21 294 22432 tV DE78WM ®D 5096188 0 JOB CODE: CS 294 22432 22726: EDD 50%
_ . . . . . _ 8200: 1600 9800 EM 50%
( I 82001600 1 1 1 x 1 1 Q#25 2285 115 DRAWING NUMBER SCALE = 5 2285 115 2..400: EM 50%
°Q#30 12750 0 12750 0 12750: EDD 50°x6
0 50 100 150 200 . -1 SITE
raAmLLY Wb~ ik >k- )
TOTAL TSS % 86 203

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- - ~ 480 - - - - 75 - - 13 MAY 2002
-h. - - REVISED:
- -
- - 1 15 MAY 02
- 17 JUNE 02
- f ~ - - - _ _ . 470 - ~ - _
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- - - - ~ 17 P 0 SE 2
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_ _ 445
450 T JOB CODE: ECSSC
SEE SITE 401 FOR PLAN VIEWS
DRAWING NUMBER
PROFILE: 1"=50' HORIZ.
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PROFILE: 1 50 HORIZ, 1 5' VERT. CNK BY; EFS
ISSUED;
13 MAY 2002
REVISED;
1 15 MAY 02
17 JUNE 02
9 JULY 02
4 17 SEP 02
25 NOV 02
27 JAN 03
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1 15 MAY 02
17 JUNE 02
9 JULY 02
17 SEP 02
27 JAN 03
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4 5
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0 DESi cN
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CERT. N0. $ 1. AFTER PLAN APPROVAL AND BEFORE THE GRADING PERMIT IS ISSUED, INSTALL TREE PROTECTION FENCING. ~ 51063 0
• ~ ~ CALL TOWN OF GARY INSPECTIONS DEPARTMENT FOR ONSITE INSPECTION OF TREE FENCING. CLEAR ONLY AS Z
NECESSARY TO INSTALL FENCING. GRADING PERMIT WILL BE ISSUED AFTER 1REE PROTECTION FENCING
~~RTH O~ ~T INSTALLATION HAS BEEN APPROVED. ~ cea G
~"~~+o ~ 'RacK ~ ! 2. A PRECONSTRUCTION CONFERENCE MAY BE REQUIRED PRIOR TO ISSUANCE OF THE GRADING PERMIT. A gCEIGN N'
PRECONSTRUCTION CONFERENCE WILL BE REQUIRED PRIOR TO ANY LAND DISTURBANCE. MATERIALS FOR SKIMMER FABRICATION SHAII BE ONSITE PRIOR TO ANY LAND DISTURBANCE.
3. A BOND EQUAL TO 125 OF THE ENGINEERS ESTIMATE TO CONSTRUCT BEST MANAGEMENT PRACTICE MUST ~,~++a w++. Capri
BE POSTED BEFORE THE GRADING PERMIT IS ISSUED. ~ ~'f.,
o 4. GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF CARP RECEIVES NOTIFICATION FROM THE ~ , ,w~" ^R
~ ' , \ WETLANDS RESTORATION FUND (WRF) THAT A RECEIPT HAS BEEN ISSUED TO ?HE DEVELOPER AND ?HE LOC L ~ i`".,
a ~ ~ ~ ~ ~ ~ RNMENT STATING THE NITROGEN BUY DOWN HAS BEEN COMPLETED. STOCKPILE SOIL IN AREA INDICATED ON ~ ~ ~ ~ " COVE ~:T I'~ ,
~ ~ ~ THIS DRAWING. ~ ~ NA M NT PRA 71CES AND % ~ ` ~ ~ 5. THE PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATNE TO BEST MA GEE C ~ ~r
~ ~ - ~ ENGINEERED STORMWATER CONTROL STRUCTURES AS OUTLINED IN THE TOWN OF GARY UNIFIED DEVELOPMENT ~ i , ` ~ . Ir.~~~ ,l s.r~
~ - ORDINANCE. (CHAPTER iQ, PART 3 UDO) ~y~4, ~
` ` ~ 6. INSTALL CONSTRUCTION ENTRANCE, BASINS 1,2 AND INSTALL 4,05 SEDIMENT BASIN AND Y.1.~4, F.E.S ~3 i ~ ;3,
AND CLASS "B" RIP RAP ENERGY DISSIPATER. WHEN COMPLETED AND STABILIZED, REMOVE GRAVEL AND RIP
~ . RAP FILTER BASIN ~i. DIVERT TEMPORARY DIVERSION DITCHES TO 4.05 SEDIMENT BASIN. a Q ~ ~ ~
l~ 7, DVERSION DITCHES AND SILT FENCING. GRADING SHALL COMMENCE AFTER CONTROL STRUCTURES FOR ° ~ ~ N 0 ~I~ lON U
1 504_ ~C,I, fi14 ~ STORMWATER AND SEDIMENT CONTROL DEVICES HAVE BEEN INSTALLED AND ARE OPERA110NAL. GRUB ONLY AS N N ~ a ~ NECESSARY TO INSTALL EROSION CONTROL DEVICES. U ~ ~ Q
~ ` 8. INSTALL 48" PIPE, HORSEHOE COLLAR AND CONSTRUCT ROADWAY AT FORMER DAM LOCATION, THIS WILL ~ Z ai rn I
~ ~ ~ ~ ~ PROVIDE CONSTRUCTION ACCESS TO BUILDING PAO LOCATION AND "MOAT". 48" PIPE MUST BE INSTALLED ~ L rn rn
502- - ` ` ~ ` ~ 3 BEFORE CONSTRUCTING BASIN~3. ~ v _ x ;
j ~ - _ ~ 9, CALL 469-4347 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR TO OBTAIN CERTIFICATE OF ~ ~ ~ ~ ~
500' - - ~ ` , ~(pqb COMPLIANCE. IF APPROVED, BEGIN CLEARING AND GRUBBING.
~cK 10. CONSTRUCT AND STABILIZE "MOAT".
11. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE NORTH OF TRIBUTARY. STOCKPILE TOPSOIL AND c SUBSOIL IN AREA SHOWN ON THIS PLAN.
12. INSTALL REMAINING STORM SEWER AND PROTECt INLETS AS SHOWN ON THE PLAN. ALL STORM DRAIN C
~ ~ FRAME GRATES AND HOODS SHALL BE STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WI1H TOWN OF CARP OI
A9g ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ TI N. IN TA STANDARDS. OVERT DRAINAGE TO INLETS AS iHEY ARE COMPLETED. BEGIN BUILDING CONSTRUC 0 S LL ~
- - I \ SLOPE DRAINS AND TEMPORARY ONERSIONS ON FIELD SURFACES AS FINISHED GRADES ARE ESTABLISHED, 0
~ ~ ~ ~ - ~ - ~ ~ \ 13. DEVELOP ROUGH GRADES TO EITHER SIDE OF TRIBUTARY AT PROPOSED ROAD CROSSING (WEST SIDE OF
` \ BUILDING) AND INSTALL CROSSING, f0
4921 I -~f\ \ ~ ~ - J. ~ ` \ 14. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE WITH VEGETATION, PAVING, ETC. QI ~_Z ~ 19. WHEN CONSTRUCTION IS COMPLETE ANO ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR INSPECTION BY
~ ~ , : ~ BB , ~ _ I ~ 1 Ili ' {II 1 ~ CONSERVATION INSPECTOR, C
~ 490 ~ - - ~ ~ ~ - ~ ~ ~ 1 =sos ~ ~ 16. WHEN SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AND SEED OUT OR PAVE ~
BIO-RETENTION BASIN a9a';~ ~ _ _ ~ ~ r FRENCH DRAIN AT a - - i ~ ~ \ I ~ _ ! ~ ; ~ . ANY BARE AREAS. Spp
BOTTOM OF BASIN ~ ~ ~ _ , 488 ~ ~ ~ ~ ~ _ r-~___-~~ - -ass 17. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL INSPECTION BY TOWN OF GARY. . -ass ~
(SEE SITE 20J FOR DETAILS) / ~ ~ - ~ ~ _ _ ~ , TYPICAL B~0-RETNETION ' ~ ~ ` ~ ~ _ _ - ~ ` ` l - _ - - - ~ -
BASIN / ~ ~-.486 ~ ~ ~ \ ~ ~~a'~ r a NTROL NOTES EROSION CO
a / ~ ~ l ~ \ \ ~ _ 494 ~ I ~ -494 ' 1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF GARY AND
I l AN P IFI TIONS. ~ THE STATE OF NORTH CAROLINA STANDARDS D S EC CA
DI. 1 ~ r 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES
I / - _ ~ l~ - \ \ I ~ ~ PRIOR t0 BEGINNING CONSTRUCTION. r
TOPSOIL / ~ ' _ ~ ~ ~ ~ ` l - _ 492 492 ~ NARY AN SURVEY INFORMATION IS TAKEN FROM A SURVEY BY ~ ~ 3. BOU D 0
OCKPILE ~ ! J _ - ~ ~ _ i 11 ~ ~ ~ ~ ~ 4. PROJECT TRIBUTARY IS i0 WALNUT CREEK Q~
/ Jl ~ 11 _ ~ ~ ~ l _ - +e+ l 5. SOILS ON SITE: C.cECil, APPLING ' P P RTY L. 6. THERE IS NO FLOODPLAIN/FLOODWAY ON THE ROE
J - ~ - i / ~ i N ',9 7. STREETS ADJACENT TO SITE SHALL BE KEPT CLEAN OR A WASH STAT ON WILL BE INSTALLED.
~l 48 19 w I ! I ~ ' _ ~ A o p ~ I 1 ~ ~ V ~ - - ~ o 8. CUT/FILL SLOPES SHALL BE STABILIZED WITHIN 15 DAYS OF ANY DISTURBANCE.
9. DENUDED AREA = 15.90 ACRES; IMPERVIOUS SURFACE AREA = 4,24 AC.
` ~ ~ ~ `J ~ 1 \I \ ~ ~ \ it l-_ - 10. PRE-DEVELOPMENT RUNOFF (10 YEAR STORM) - 20 CFS; POST DEVELOPMENT RUNOFF (10 YEAR STORM) ~
~ e 1 i - \ ~ a9 8e - 32 CFS
h ~ ~ / I ~ ~ T _ ~ L
~v ~ I
r ~ ~ ~ ~CLA~S QJPRAP - - - - - - ~ ~ i
BACKFlLL NO S:
\ ` ~ _ ~ ~ 1. BACKFILL IS REQUIRED TO BE a i FREE DRAINING MATERIAL TO THE HIGH
CB RISER/FILTER BASIN ~ 1 ' ~ ~ _ i'i 1 ' - ~t~ X30 ' r ~8t WATER LEVEL (HWL) ~
D.A.-6.74 AC ti 1 ~ - - / ~ ~L i ~ i'i DIS1.=2.83 AC ; + i ~ - Z RAILING 0
V M 94 C.F. a~ ~ . I REQ D OLU E-50 g~`' j ~ , t~ ~ / ~ , i s? WALKWAY GRADE 1 x B Z
CONSTRUCT TO BMP a / , ~ ~ - _ _ _ 7 ~ I ~ \ ~ I FE ? FE 29 W 4" CAP UNIT
AN RADES AS ~ ~ ~ DIMENSION D G ago ~ ~ t 466 2b ~ C fES iy? ' ~ D.I. SHOWN; ~ ~ _ ~ / ~24- c s 'a RIPRAP ~ ON 6'X9'x18" 20.00'
NVERT TO BMP 9 ' I ' ~ ~ / ~ ~ ~ _"B" APRON_ 1, ~ ` ~ RAINAGE EASEMENT l r'
a ~ ~ ~ - ~ ~ ~ CENTERUNE SWAIE RETAINED SOIL 64 - - - v'
/ice Y' 4 - ? `v GRAVEL AND RIP RAP FILTER
~ ~ - CLASS-" ~RAR I ~ j / ; I ~ ~ ~ i ~ \ ~ ~ ~ trj BASIN #2 S1A DARO UNIT WALL STONE APPROXIMATE ~ D.A.=1.96 AC EXCAVATION LINE
DIST.=1.19 AC Hy~ RI -RAP EDGE
~ i ~ ~ it ? ,C SS , B I I a ~ ~ r l '.APRON "3.75 X 'X9 I s REQ'0 VOLUME=2142 C.F. SE SITE 705 x' GRID LENGiH FREE DRAINING \ MATERIAL A
~ ~ - - - - CLASS, "8" ~RIPf~P . ; , I ~ ~ 0" ~ / / 1~; - / / J e USE: 40 x 20' x 3' '~J (LXWXO OR EQUAL VOL: GRASS Sw
/ / ,PREFUKM OUR / ~ ~ , ~ ~ / % ~ ~ ~ . , ~ ~ i / ~ . ~ ~J INCLUDES 1' FLOOD STORAGE x
~ GEOSYNTHEIIC FABRIC •
UNIT CORE FILL DWG BY: JG GEOSYNTHETIC FABRIC (3 4" CRUSHED
r-- / ROCK OR STONE ~ CHK BY: TJG " / / UNREINFORCED CONCRENE PR
/ I CRUSHED STONE LEVELI G AD i
6~ ~ ~ / i ~ n ' / , / / ~ , ~ i ~ PROPOSED ~ / / , ' / / / / a I' ~ ~ i J i5 , / , ~ ~i . 111.000 sP 4 J 1
~ ~ ~ 5 / ~ / , ~ ~ ~ ~ ~ ~nx¢D-usE e~mnMC ~C, / ~ r ' i O ~ i/ n i-/~i/ / / ~ ~~i ' i ,/i' FOUR STORIES ' / . . i it , ` 1"' TYPICAL REINFORCED MOAT WALL SECTION DATE: I ~ ~ NTS 15 MAY OZ
~ ~ wETIAND: 1 17 JUNE 02
' ~ 15,165 SF ON SITE)
i/ 2,733 SF OFF SITE) 9 J U LY 0 2
19 AUG 02
a ~ ~ , / _ ~ - j , T~ T ; 17 SEP 02
a5 ~ , , ~ ~ r ~ ~ / ; / - ~ / / / . „ 'r
% ~ / ~ A~ / / r,,,"+~~ ~,r / ~ / ~ 424, 25 NOV 02 , ~
/ a51 / //i - .~,6 ~ ~ 27 JAN 03
, L ~
~ / - .I ~ B a5 agg " ayo ~ a' ~r'~• ~ ~ / ~ / ~ 18 ~ .I _ ~ ~
ay a66 ~ ~ " 478 478
aye ~ ago PREFORMED SCOUR ± i ~ ~
HOLE WITH LEVEL SPREADER a~1 a ~ ~ / ~r ~ - _ CLASS "B" RIPRAP APRON g / ~ ~ ~ ~ 480 - a~ / o/ j ti o 480
{2.5X1.5 SCOUR) ~ k / m g i ~ 10X20 X22 ~ / l; : / i r a / ~ ~ --'fir o - / / ~ ~0 ~0 81~/ ~
~ / ~ / / ~ i k~ Agg 482 482
r/ / / / ~ oa ~ ~
/ ~ / / l AND RIP RAP FILTER ~ *9 '8 / / ~ ° ~ ~ 488 ` x t
/ rl ~ ~ ! A ~N ~3 ° tb ~s _ / / T ~ 0..=2.03 AC ° ~
_ I ; ~ I % ~ ~ I T.=1.51 AC ~ o ~ ~
' - - ! / I I 1 l REO'6~YOCtik1E=3825 C.F. ° i~~ ~ ~~,~c~,-, , nt ~ .
~ ~ / _ _ ~ ~ J USE: 45' X 20' X 4' ~ ~ ~ ` I ' / - _ _ _ _ _ f`' I \ I {LXWXD OR EQUAL VO<~: o of ~ design nre }~,~r: ,-~r
" j' - - - - ~ I - I } INCLUDES 1' FLOOD SIfORAGE / Ini,:~rr~, ~ ~ Pr,. Any ret~rr dti~ t'n°.~w ~r ~t;{
1 1 ~•t --1-- o ~ / ~ J , r
Lreh~bitej
~ Cwc1 scnlsd for z~~x::9 pt+:~{~,
/ / ! ~ - _ _ - - _ y
/ / / 1 - ~ EROSION
/ / ( 1 ~ ` I I ~ ~ ER0510N CONTROL LEGEND r ~ / _ _ CON
I _ i ~ 1 / ~ = ~ ~ J / j i ~ ~ ~ r/ j / j , ~ PLAN
4TAN~AR~ CATCH RASIN/YARD INLET PROTECTION ~ ~ ~ ~ ~ I I n ~ / i ~J !
1 11 " ,-j I . I I i ~r
SILT FENCING PLAN JOB CODE: ECSSC
DRAWING NUMBER
TEMPORARY DIVERSION DITCH SCALE: 1 40
TREE PROTECTION FENCING , 0 40 80 120 160 SITE
TEMPORARY SLOPE DRAIN - ,so-- Tsn-- Tsrt-- M--
301

2 3 4 5
QED ~ES;C
l~lP ~,,TECT~ N
~0 D,~ Z ~ ~
CERT, N0. u
~ 51063 ~
R c~A G ~~elcN,~.
~N~q~uiei+ir~ e
~ 1~ ~,h a/ ~
~ - ` ~ ` \ • V r Q ~ r
i ~ l i~.R7
{.r t ~ • ~ y. ~3 i ~1 ~ ~I ti~
~ \ \ + 1) ALL MATERIALS AND METHODS OF CONSTRUC ON S ALL BE IN ; 4~'a, ,
~w \ \ \
r ~ \ \ \ EXIST. 12" ~ ? w w ~ ~ • ~ \ \ \ \ o ~ ~ \ WATER MAIN ACCORDANCE WITH THE TOWN OF CARY AND THE STATE OF NORTH CAROLINA 4, ~ ~t
STANDARDS AND SPECIFI ATI N C O S '~t_ { ~ r
~ ~ \ ~ EXISTING WATER VALVES
~ w ~ _ \ ~ ( 2) CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949} ~ ~ ~ ~ E vo
~ APP ~ \ ~ c0 l0 N ~ LOCATE ALL EXISTING UTILITIES PRIOR TO COMMENCING CONSTRUCTION. ~ r ~ N u
~ ~ ~ + - \ ~ ~ , N N Cn Q
~ ~ \ , ` \ ~ ~ ~ . \ Rq<<RpA v ~ ~ v : ~ co 00 0
~ o,,~ 3) CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING ~ z m i or
UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPENCIES OR CONFLICTS PRIOR rn rn rn
~ ~ \ \ ~ ' ~ , "ua" TO BEGINNING CONSTRUCTION. ~ z 3 ~ ~ 12 ~ o m v;
~ ~ w _ PP ~ \ ~ \ ~ EXIST. 20' WATER w ~ ~ ~ ~ \ ~ ~ ~ +
~ EASEMENT L ` ~ ~ ` ~ 4) BOUNDARY ANO SURVEY INFORMATION IS TAKEN FROM A SURVEY BY GLEN
" ~ ' ~ ~ ~ , ~ D. WARD AND ASSOCIATES, ~ ~
I ~ / ~ ` ~ Sig EXIST. Fl EHYDRANT ~ ~
7f 4?"f ~ (TO REMAIN) ~ w ~ ~ C ~ ~ ~ 5) ALL CONSTRUCTION MUST 8E PERFORMED IN ACCORDANCE WITH CURRENT .°1
4p, ~ ~ ~ ~ ' _ w "~.r Op ~ _ ~ w w TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS. a+
~ ~ ~r TJ
o ~ ~ O~
~ E Ic ~ ~ ~ \ " ` ~ TH P R WI I F A IN TA T i- 6) E DEVELO E LL BE RESPONS BLE OR LL S LLA ION COSTS ~
o ~ ~ ~ r ~ - - ~ ~ r ` ~ ASSOCIATED WITH STREET LIGHTING ALONG PROPOSED STREETS, ADJACENT v~
~ ~ o I o ~ ~ _ ~ ~ ~ I ~ i I STREETS AND THOROUGHFARES AS REQUIRED PER TOWN OF CARP POLICY l ~ c
~ l S~g7f'4 " ~ \ ~ ~ STATEMENT N0. 13. THE DEVELOPER SHALL CONTACT CAROLINA POWER AND
I / LIGHT COMPANY AFTER PLAN APPROVAL AND PRIOR TO COMSTRUCTION IN
~ I I~ o 1 I ~ ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE SITE SUBDIVISION
S0 00, ~ r` ~ j , n j ? I r ~ ~ ~ ~ ~ ~ r ~ ~ i ~
z I , PLANS.
ELBOW (TYP) ~ ~ 1
~ r _ ~ ` r ~ 1 20, p ,
20.00' PUBLIC WATER EASEMENT r ~ l 1
r ~ i ~ PUB TER EASEMENT r
~ j \ 1 ~ I r
' \ ~ ~ I ~ ~ FIRE HYDRANT i " a~ , ^ 8 PU TER LME P T-y ~
1 I \ ~ i I - v AND VALVE
1 t \ \ SEMBLY ~ ~ ~ , ~ As ~ r t \ M o ~ 8" PUBLIC 2p,~.~ 1 e 8" X 6" TS WITH VALVE r~^n'" N
~ ^1 \ WATER LINE \ pp I ~ ~ ~ \ o" ~ PRNATE UTe .ITY VJ
~ ~ ~ \ \ y \ ~ RRIDOR FOR PSNC, r< ~ ` 1 t l \ w \ dL~SQ• BELL, a 2Q ~ '
~ ~ ~ f ~ r? \ \ \ \ \ ANO CABIN ~ ` f
~ \ ~ It r
I I ~ t \ \ I~ ~ ~ ~ \ OR G EASEMENT O
~ L
! I ~ ~
/ ~ + FIRE HYDRANT ~ ~ ~ ~ f \ ? _ C / ~ 1 ANO VALVE ~ ~ ~ / \ ~ ~
/ ~ ; ASSEMBLY ! ~ \ \ t ~ \ 8" X 45'
N 8" PUBLIC ~ t 8"x6" TSdtV ~ I ~ \ ~ _ \ WATER LINE ~ ELBOW ~ (n i 0
1't,11 Z
/ / ~ b M ~ t ~ b LJ~
/ ' / ~ ~ b ' ~ w
/ a .t b b _ / ~ / b - b ~7 1 ~".1 "
W ` I ~ n ~ 6"x6 TS~tV
o SEE S11E 204 FOR WATERLINE ~ i / ~ t PROFILE IN THE STREAM BUFFER / ~ j FIRE HYDRANT
~ a ~ AND VALVE ASSEMBLY
o ~ 1 t / Zf ~ -
_ ~1
t ~
P ?oo ~ V
~81fG 0 J y y EAS WATER L
EMENI' t ~ ~ y~ ~ y W W W ~L y~ y W y y y y W Y: JG 1 y y~
I 8" X 45' CHK BY: TJG
ELBOW (TYP) t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~Y ~4 •Y J~ J ~L ~Y J- ~L Y y .L Y y ~O
J~ •Y J~ J~ 1 y y ~ J y y O y y n
~ y W ~ W y `L y y J• DATE:
I I ~ a y y 1 01 APR 02 y y W
o REVISED: _
TOP=460.18 I I ~ ~ 1 15 MAY 02
' INV. IN= .58 0
INV, =452.5 / a VERTICAL ELBOW B" X 45' I 17 JUNE OZ II
~ ELBOW TYP I s ( ) I 9 JULY 02
/ XIST, SAN. / , PROP, 2 TAP O OCT 02
E FOR 6" RvICE I / ~ / ~ PROP.2 I' / s APPROVED
/ i~ WATER ~ / ~ PROP. 2" RP TOWN OF CARP 25 NOV 02
/ ~ IN ABOVE C ND BOX ~ ~ CLEAN OUT 1
B / ~ ~ PVf WATER ICE APPROVED BY DATE I
/ i PLANNING DATE
~ ~ / ~ / I ENGINEERING DATE
~ /
/ 02-SP-039
3 / ~ / RO SEO
i~ ~ REA E TRAP FDC FIRE R00 ~ I ' ~ /
6" P'VC E / I
SAN. LATERAL P.I.V. • ~ t 1

i / :ies r)n ~ ~ h~ ,.r ,~~r
SEE SITE 204 FOR WATERLINE h~,[Nq, ~i7 i, ~'2
PROFILE IN THE STREAM BUFFER Ary r.~i Iic4i;~, h~;`~r711t ~ Gr<<Y w~i11.,,~
E180W (TYP) t.~ FIRE HYDRA I F, ~~d!iF)iieC.
AND VALVE FIRE HYDRANT 8"X6" REDUCER 6" FIRE LINE W 0 ~ ASSEMBLY ' ~)WQ gr Cli F?rJ ~"'I' ti~; tr'n, t,'..~)f5
AND VALVE H S83'4~8' ''r' rr-
ASSEMBLY O Q Z 11 E 606.84' • O 3 W ~ xr O U W 0 0 3'x3' CONC. PADS ar s
N ] f/1 0 0 FOR PUMPER TRUCK
m Q 0 0 ~ ~,.1 0 0 UTILITY
PLAN
_ a ° I
i i boa i
JOB CODE: ECSSC
DRAWING NUMBER SCALE; 1 = 40
0 40 80 120 160 SITE
401

1 3 4 ~
~tr0 DESK
P G,ti ~Ctl r~Oµ~tECT~~
`°~a A
W 'y ~
CERT, N0. a 51063 g
gyp' oRrN CARD°~
' Rq
Z F- LEIGH,
Q J p O W ~ ~ ~ LL ~ ~~~tl~l9hNili3tf~~
\ REMARKS e~~...~~....~ . BOTANICAL NAME COMMON NAME YJ,ap
~ \ ~ AR A r r r m tober to Ma le 2 5 1 14' x r i n n i iern Re 2 8-10 it
\ BB x MA Fraxinus eons Ivanico 'Marsholl's~ Morsholl's Seedless Ash 2,5 12-14 B&B x ~ ~,~"tij
- _ ~ li r r mi in i T n r M r ~ ~ f` L Lo a st oe a d co o to C e e tle - B x ~ r QL Quercus lourifolia Laurel Ook 21 2.5 12-14 B&B x r'. t~
- ~ _ _ qM Quercus Mocrocor a Bur Oak 9 25 12-14 B&B x ' ~
\ LI 2 NRS Ilex x. 'Nelli R Stevens Nellie R, Stevens holl 5 2.5" 12-14' ~ u
~ \ , M m ri ni I n I r n n r 5-6 7 I
\ \ ~ _ IG-7 H Ilex cornuta bur ordu Bur ord Holl 6 4- ol. ~ ~ I '~w~`r~~ ~ IG Ilex crenoto com octa o e o 2a-30 3 0l,
i-1 WM M rica cerifera Wox M rtle 226 24-30 3 0l. ~ ~
~ ~ CH Ilex cornuta Corisso Corisso Holl 50 24-30 3 al, o o u7 ~ ~ ~ t0 ip N ~
~ -1 ~ N N 0~
~ ~ C ~ NM d '~U C
'~C ~ ~ \ ~ ~ IG-8 L-1 BH-il \ Q _ ~Z mrn I
~ ~ , ~ H-12 Bio-retention Plantin s o - ~ ~ 9
~ , BH-9 INR Ilex x. Nelt~e tevens Netl tevens Holl -4 0l, ~ , , 3 IGG Ilex gbbro compocto' Inkberry 223 24-30' 18-24 3 0l, - x 3
~ ~ MA-i ~uca~ r~ R Ra hiole sis umbellate Indian howthorne 174 4- ' 18-24 I, ~ ~ ~ ~ 3
Juni erus hori2ontolis wiltoni Blue Ru Juno er 1 4 1 - 4 I.
i ~ ~ _ IG-8 ~ ~ C6-3 ~ ~ ~ LI - / \
D _ ~ i
WM-2 / ~ -1 ~ 15'X40 '
P AR - 0 P 8" 0 L 51 G H1 TRfANGLE WM-1 - L_3 SIGHT TRfANGLE TOWN OF CARY APPR VA N T 0 L 0 ES
18" PINL LIT- IGG-1 ?
H_ MA-1 \ L-1 C 8 LI -1 ~ ~ 1, NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING, BUT NOT LIMITED T0, LANDSCAPING, n
-10 _ ~ WM IG - L 1 ~ \ GRADING, BUILDING ELEVATIONS (ESPECIALLY COLORS), LIGHTING, OR UTILITIES WILL BE MADE WITHOUT i ~ rfl
LIT-i AR-6 MA-1 L-1 RU-5 r THE APPROVAL OF THE DEPARTMENT REVIEW GROUP OF THE DEPARTMENT OF DEVELOPMENT SERVICES. cn
- C-7 MA-1 - ~ ~ , WM-16 ~ MA 2 ~ - i
L-4 IGG- RU- JC-7 ' - WM- C
~ ~ -7 WM-10 IGG 4 WM -4 ~ CH ~ ~ _ 2. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
CH-4 INR-1 -13 ~ - ~ ~ IG _ i ~ ~ ~ CCUPANCY.
~i CH-7 ~ CLOAK IGG- IGG- JC-1 ~ \ / - ' _
I RU-5 ~ "1 1 1 / / 3. WHERE EXISTING VEGETATION FAILS TO FUNCTION ADEQUATELY AS REQUIRED, (i,e.. BUFFER TYPE
WM-6 AR-~ ~ INR- IGG-4 1 RU-5 - IN - - I , ~ ` A,B,C, AND 100 THOROUGHFARE CORRIDOR BUFFER) THE CARY SITE INSPECTOR RESERVES THE RIGHT
- RU-5 H Y ~ IG IN _ RU- i 6 OLL ~ TO REQUIRE SUPPLEMENTAL PLANTINGS IN ADDITION TO THOSE SHOWN ON THE PLANTING PLAN BASED
A ~ - C-1 20" MAGNOLI 1 I ON ACTUAL FIELD CONDITIONS.
L-1 INR- rr` j ~ I _ I G-4 I -16 ~ r I G- ( r r r
MA-2 ~ MA-1 H 4 _ INR- ~ r ~ t 'r ~ 4. THE SIZE OF THE PLANTING AREA AND SIZE OF PLANT MATERIAL AT MATURITY SHALL ALLOW FOR A
RU-4 IGG IGG- - ~ j - -1 - RU 8 _ IN - IGG_ 1 ~ ~ IN L 2.5' AUTO-BUMPER OVERHANG FROM BACK OF CURB r
AR-2 - AR 6 WM 7 I RU 7
i ~ ) IGG- U-1 - _ JC-7 Q~ 5. ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. TREE L.
a0" TWlyd- _ ~ ~ r' 1 IGG-4 _ CH4 U5 POPLAR ~ I - RU- ~ ~ ~ N PROTECTION FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE
24" POPIAf - JC-19 ~ ~ ~ JC-14 - WM_ CERTIFICATE OF OCCUPANCY(CO)
LIT-1 - H-4 U-5 I G_
MA-3 IG-2 , - - LI - wM-~ • RU-10 ~ A-5 6. UTILITY EQUIPMENT AND FACILITIES ASSOCIATED WITH ON SITE ELECTRIC, CABLE, TELEPHONE, GAS
IGG- ~ U 1 ~I G_ ( , . T I V R R N OR OTHER SIMILAR UTILITIES SHALL BE SCREENED, TO THE EX ENT POSSIBLE, W TH E E G EE
~ IGG- IN - AR-5 J.-1 JC-g JC- ' WM-7 - O PLANTINGS. PLANTINGS SHALL ALLOW FOR A MINIMUM OF 5 CLEARANCE AROUND THE STRUCTURE TO L..
~ I _ ' H-6 LI - IGG- ~ IG - ALLOW FOR ACCESS. ADDITIONALLY, ANY SIDE OF THE STRUCTURE HAVING A DOOR OR LOCK, THE (1~ (O
_ ~ 18" OAK- _ R -3 ' _ PLANTINGS SHALL ALLOW .'OR A 10' CLEARANCE, THE AMOUNT OF CLEARANCE SHALL ACCOUNT FOR ~
I INR- \ ~ „ T - I - IGG-5 - _ r, • THE SIZE OF THE PIANT MATERIAL AT MATURITY,
~ 10 .WIN ~ - IGG ~ ~
~ U-8 ~ INR- HICKORY ~ ~ , - - ~ ~ ' T TH ~ 7. ANY STREETSCAPE AREA CONSISTING OF NATURAL VEGATATION THAT FAILS TO MEE E ~
10" OAK _ I - ( RE UIREMENTS OF A STREETSCAPE SHALL BE PLANTED AS MAY BE NEEDED TO ENSURE COMPLIANCE O Q ~ (D
48" TRIP. OAK U-7 ~ WITH STREETSCAPE REQUIREMENTS. Z
JC-7 N - _ 1. ALL BIO-RETENTION RU 5 ~ W -RETENTION PLANTINGS ARE KEYED AND ~
4" HICKO~ - RU-4 i i? t - ~ ~ INDICATED AS BIO-RE1 8. ALL VEHICULAR USE AREAS SHALL BE SCREENED FROM OFF-SITE VIEWS. THE OWNERS OF THE Q ~S BID-RETENTION PLANTINGS IN THE
20" PINE ® v PLANT LIST. PROPERTY AND THEIR AGENTS, HEIRS OR ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION, r
- ~ RU-6 ~ ~ ~ ~ 1 1 1 a a a ~ v a a 9 GUM _ HY A H WN ON THIS PLAN. PRESERVATION AND MAINTENANCE OF ALL PLANTINGS AND P SICAL FE TURES S 0
1 •Y L 1 1 i L ? r i • THE OWNERS SHALL BE RESPONSIBLE FOR ANNUAL MAINTENANCE OF THE VEGETATION TO INCLUDE
JC-4 ~ 1 ~ ~ ~ ~ 2. UNLESS OTHERWISE - JC-8 OTHERWISE NOTED, PARKING LOT ISLAND BUT NOT LIMITED TO:
- INR 1~ L i J 1 1 W 1' 'Y i -g LIMIT, BIO-RETENTION J- i y i ~ i y i i i i AREA PLANTINGS ARE 18 TWI' GG SINGS ARE BID-RETENTION PLANTINGS.
HICKOR~~ ~ JC-7 PLANTINGS 1 ~ 1 1 A. FERTILIZATION: LAWN: FERTILIZE LAWNS TWICE PER YEAR (FEBRUARY 15-MARCH 15 AND
-10 L - IGG-9 ~ 1 y AGAIN SEPT. 1-OCT, 31) ACCORDING TO SOIL TEST. FERTILIZE WARM SEASON GRASSES ONCE DURING
~5" TWIN - ~'OPLAR - - _ SEASON PER SOIL TEST.
i_ rt - ~ I 1 l ° M; ~ - PR NIN :PRUNING SHALL BE LIMITED TO REMOVAL OF DEAD W000 OR BRANCHES FOR DWG BY; TJG
~ / 65" TWIN POPLAR „ f TREES OR FOR SIGHT DISTANCES/ SAFETY REASONS. THE SHIGO STANDARDS SHOULD BE ADHERED
T CHK BY: TJG T0. THE PRUNING OF SHRUBS SHALL BE LIMITED TO THE PRUNING NECESSARY TO MAINTAIN HE
/ ~ - / I -1 _ NATURAL SHAPE OF THE PLANT EXCEPT FOR SHEARED HEDGES.
M- CJM 24 'L J C. PEST CONTROL: PRE-EMERGENT WEED CONTROL FOR LAWNS AND SHRUB BEDS MAY BE DATE;
/ - 51 " WIN POPLAR f - M_ APPLIED IN FEBRUARY. CHEMICAL TREATMENT FOR INSECT INFESTATION AND DISEASE MAY BE APPLIED Q1 APR 02
' / AR-1 I' 1 I'-'~--~- - _ I AND SHALL 8E APPLIED AND SHALL BE SPECIFIC TO THE PROBLEM. „ REVISED:
„ - IGG- __L_ t 1 ~ -I I D. MULCHING: MULCHING SHALL BE MAINTAINED AT A DEPTH OF 2-3 IN PLANTBEOS. MULCH
- L INR- ~ I L_ SHALL BE REAPPLIED EVERY TWO YEARS. 1 15 MAY 02
/ - - - ~ ~ - _ _ J M WIN ~ PRIMARY FESCUE LAWNS SHALL BE MAINTAINED AT A HEIGHT OF 3" AND SHALL BE 17 JUNE 02
/ 1 I ~ CKORY ~ / I- MOWED APPROXIMATELY 30 TIMES PER YEAR. SECONDARY TURF AREAS MAY BE MAINTAINED HIGHER
/ n 4" DOGWOOD / ~ I NT Y W AS N RASS SHALL BE MOWED AS NEEDED DURING THE GROWING 9 JULY 02 AND LESS FREQUE L . ARM SE 0 G ES
JM- J - ~ ~ I SEASON TO MAINTAIN THE RECOMMENDED HEIGHT OF THE SPECIES OF TURF GRASS. 12 SEPT 02
JM- 7" ~ L~ X22 MAPLE F. PLANT PROTECTION: AVOID EXCESS INTRUSION INTO THE ROOT ZONE AREA OF ESTABLISHED 2~ NOV 02
7 OAk - J - PLANTINGS.
B G. WATERING: IF ANY IRRIGATION SYSTEM IS UTILIZED, THE SYSTEM SHALL BE REGULATED TO 27 JAN 03
RU-5 ~ ! PROVIDE APPROXIMATELY 1" OF RAINFALL PER WEEK DURING THE GROWING SEASON. FAILURE TO
JC-7 °0q MAINTAIN ALL PLANTINGS IN ACCORDANCE WITH THIS PLAN MAY CONSTITUTE A VIOLATION OFTHE
° WM- UNIFIED DEVELOPMENT ORDINANCE AND MAY RESULT IN FINES,
TYPE "A" OPAQUE BUFFER, ° OD
" WIDE REQ'0 THIS AREA. o0 65 ~oo
ASSESS SCREENING WITHIN AREA loo
NSTRUCTION. SUPPLEMENT ~o _ UPON CO ° QM- AR APPROVED
WITH SHRUBS, AS NEEDED, ° _ ` ---PER DIRECTION OF THE ° TOWN OF CARY
00
LANDSCAPE ~ARCHI~ECT Too loo boo, APPROVED BY rh%~ ,~~~~m,Ant DATE
~ o P NNIN ~h,~~an , ,,v ,
- o D LA G DATE ~r~l~~~~.,±f,~1 I , , Arv relrro~9u~ti~~~~ ~.v~frn;~'
ENGINEERING DATE prior wrikl,r=r _~,.r~,~Fr{ i~_.
I _ _ - ° ° ~ _ ~ o o, pr ,hibit~:a 02-SP-039
Dwq :;c:oiNd for 36x:%4 plots:
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JOB CODE: ECSSC
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y EASEMENTW y ASEMENTy a W CHK BY: TJG
\ .
fER ~ n \ h
E~ ~ E~ ~ ~ Z ` DATE:
50 N 31 MAR 02
REVISED:
` 1 15 MAY OZ
EPA=1 5 s .ft. N T 17 JUNE 02 q . ,S.
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~ REVISED:
1 ~ ~ 1 ~ ~ 1 09 JUL 02
~ ~ ~ l I ~ ~ `
~ ~ ~ r ~ r r ~ ~ • ~ ~ r 25 NOV 02
~ ~ g, ~ ~
1 r asrp~Ct
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LIP NOT 10 - EXCEED 1 2` TO EXCEED 12:1
,
' ~
T P F URB STANDARD 0 0 C Q
CURB DEPRESSED 510EWALK ACCESS- GUTTER LINE L'
RAMP CURB
SECTION THROUGH FACE OF CURB
C
O t~
Z W
SIDEWALK r
GRASSED STOP
AREA
8AR g B
PROPOSED R/IY - 45.5' (1/ R/IY - 45.5' (I/2 91.0' R/1r)
Il,o' u,s' (1/2 69.0' B-B PVM'i 1' TO R/q 2 69.0' B-B PVM'i
S' SIDENALK 5' GRASS ROAD IMIDENING- 15.50' EXI EXIST Puw1't - wlDn+ vAR16(:I Y) DEPRESSED CURB AND WINGS AT RAMP
W 2 DWG BY: TJG
7
3 CHK BY: EFS
o MATCH ExIST, ~ VARIABLE SLOPE 12:1 MAX 5'-4" MIN DEPRESSED CURB
= PAYEMENr SLOPE ~ MIN.) DATE:
I/4 STANDARD 2.5' • EXPANSION JOINT CURB do GUTTER 17 JUNE 02
REVISED:
EXISTING
1' 2' cuRB AND GurrER 2' I-2 PAVEMENT ~ ~ 2 5 N OV O 2
ON HB ON 1O~ ABC 5' SIDEWALK ' NB SIDEWALK ACCESS RAMP ABC
SECTION B-B
FOR RAMPS AT ASPHALT TO ASPHALT STREET TYPE
• DRIVEWAYS OR PRIVATE STREET TIE IN
6 NOT TO SCALE
,.,,ai r"'z.
Th?I I Un rf , , !h,_~
~1~5!iIn ,R F' I~lr'
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WIDENING
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U) CO U DRAWING NUMBER
W
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I

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R/W 90.0' R/W 8' MAx. ~ 51063 $
~o,t os ter VARIABLE A5 DIRECTED BY THE ENGINEER P
PAVEMENT DESIGN 5.0' 5.0' 65.0' , . . oRT~ CARO~.td Rq aG.
¦nu o111nM nlr R0i""", ~ " . LEIGH,
2" TYPE H 8" A.Q.C. , ~ . MIN. 12-1/2 GA, g1TERMED1AlE
MM. 10 GA. WIRES
~a0' RIGHT- OF WAY scoRE Fuu unDTH UNE WIRES ~y1~taHwnN~A~
~ OF CURB AND GUTTER 65 ROADWAY SECTION
~ s gtADE ~
w ~ icy, ii au ~a~
R/W R/W I~ • ..n k{ ~>fi
I 78.0' ~ ~M¦Y ? ~d J
PAVEMENT DESIGN 5,0' S.0' 53.0' ~ ~ „•X~.~fAA , t
z-, z" I-z ~..:Y PLAN ' ~ '~~o rti`° r.
8" A.B.C. FRONT VIEiN
2 -0 0o u7~
o~ ~N ~ c>_~ ~N ~
- 78' RIGHT OF WAY ~ s" t'-s" z'. 2'-O" 6 STEEL POST N ~ N ~ CL
53' ROADWAY SECTION ~ WOVEN MARE FABRIC U ~ a Slli FENCE FABRIC ~ Z ~ ~ ~
~ rn~I Or
R/w R/w 70.0' ' z rn rnm•-
wn~wr , o FILL SLOPE ~ ~ , , x A ~ • r' 0 Q1 0 ;
PAVEMENT DESIGN 5.0' S.0' 45.0' n FOR REPAIR DF Sllt ~ ~ ~ LL ; Z • FENCE FAILURES, USE ~ No. 57 WASHED STONE.
2-i/2" I-2 sswu "0ir"T -USE SILT FENCE ONLY WHEN DRAINAGE AREA r FOR ANCHOR WHEN SlT DOES NOT EXCEED 1/~ ACRE AND NEVER IN GRADE FENCE IS PROTECTING ~t_
8" A,B.C, E N D AREAS aF CONCENTRATED FLOW CATCH BASIN. r
. .A.., . FRONT e 6" MIN, COVER
70' RIGHT OF WAY I OVER SKIRT • 'L" Tr _Q1
REvISIONS 45' ROADWAY SECTION REVISIONS REVISIONS _ ANCHOR SKIRT AS •Cr! gRECTED BY ENGINEER • C11
DATE DESCRIPTION NOTE' NORMAL CROWN OF 1 4" PER DATE DESCRIPTON DATE DESCRIPTION o
~/e5 unurr sTRIP REwsED; / NOT • PAVEMENT DESIGN SHALL BE AS SHOWN, OR AS NDTE ADDED. FOOT UNLESS OTHERWISE DIRECTED CALCULATED ACCORDING TO SECnON 3,02 E, 1o/es NOTE AoolnaN ss.s. ~ 10/86 DELPLN,VIEw NOTE S.NEw MMD S I ~ E F V~ ~ _ i
12/88 SEE DETAIL 3.10 BY TOWN ENGINEER. WHICHEVER IS GREATER, I/93 NOTE ADOInOH GMA ~
STD. No. STD. No• STD, No. °f
T I f A J ~ ~ i ~ ~'1 I T _ - ~ 3, 01 - - ~ ~ _ c
~ ~ ~ Y ~>I ~ ~ - ~ A , . 3 ~ -
5 fT
NOTES; MIN
t.) TRANSVERSE EXPANSION JO EXPANSION JOINTS TO BE A 1.5 FT
MAXIMUM OF 50 FEET. ~ RoADwAY S0 FEET. 1800 CU FT/ACRE g
I I I 2.) ALL CONCRETE TO BE FINIS E1E TO BE FINISHED WITH c 5 FT MAX (POUND, NOES; ~ ~
I I I CURING COMPOUND, R\W OA Q ~ OR R\N c O ~
VARIABLE a\W I W I I t, USE FOR DRAINAGE AREAS
~ ~ I~ I I o. ~ PROPOSED S ~ ~ VAAI eLE I o I I N W I GRASSED (CONC. 300( PROPOSED SIDEWALK NOT EXCEEDING 5 (FIVE) ACRES, CONC. 3000 P.S.I. FILLER
( ) N L 2. EARTH BERM SHALL BE STA81LI2ED w/ SEED( G CROSS SECTION FABRIC N
I Z I I F ~ W unu~Y I a ~ N zl STRir I I I F v ACCORDING TO TOWN SPECIFICATIONS. rrnn VJ
S' 5' " Z' ~ 5' S' 0.EANOUT er I Z I I ~ a 1 2" i. 1/4"/FT. OVERFILL 6" ~T• ESIGN N T
/ WA1ER METER 51DEWALK UTILIIP S11L~ITY SXX:WALK CLEANOUT ~ MAIER METER I U I I 3 5TR 5 5'-0" VARIES D FOR SETTLEME SETTLED
I - COMPae TOP 21 _ COMPACTED MIN ~ I I -
PgNT aF CROWN 2:1 MAX. CUi SLOPE I ~ I I o EXISTING 2'-s" S01 SOIL ~ ~ 0
AM A ( N I I W FI CURB AND GUTTER
OTHEA 9DE 1/4' : 1' I/1' : I' ~ ~ p = I Z I I Q N ~I ' ' - ' I g~ 4 FT MIN -III EMERGENCY 1,5 FT f~" BY-PASS 6°
' ' ~ ~ TYPICAL SECTION 2:1 MAX. FILL SLOPE ~ ~ C) ~ i ~ I I ~ a. TION 1 ° 00~ D I X2:1 SIDE BELOW SETTLED 5 FT ~ c oQg° Ir SLOPE MAX TOP OF DAM
. _ . i I WII M - ~ - MAX FILL ~ ~I-) o o ~F,4, DESIGN OF SPILLWAYS oc ° o p
' I II a o 1 FILTER o ~3 ~ t: t SIDE SLOPE
cAS (SOUTH ANo TELN PU GNE 10' WEST SIDE) I I I + COD L~ ~ ~ DRAINAGE AREA WEIR LENGTH FABRIC - MAX NATURAL
0.ECiRIC V u ~ + ACRES FT ~Q' ° _ - O ~ ( ) ( ) GROUND SIDEWALK SURFACE 1 4,0 3 FT
WATER I CDNDUIT (NORTH 8 EAST SIDE) SANITARY SEWER 2 6.0 MIN u„
3 8.0 ~ 4 10.0 Q
PLAN VIEW t 5 12,o MAINTENANCE r"
t DIMENSIONS SHOWN ARE MINIMUM
" t 2" Kam' 1/8 RAD. JOINT ~,f;OSS SECTION -n~aE SMAU eE AM 1e• vERncAI F RI IFICANT RAINFALL. REMOVE SEDMENT ANO RESTORE TRAP TO ITS ORIgNAI JDINT ArSPECI 1EMPORARY SEDIMENT TRAPS A TER EACH PE OD OF SIGN
N.T.S. SEPARATION BETWEEN WATER AND FILLER FILLER gMEHS10N5 WHEN THE SEDMENT MAS ACCUMULATED TO ONE-HALF 7HE DESIgV OEPiH OF THE TRAP, PLACE THE SEDIMENT THAT IS REMOVED IN A DESIGNATED DISPOSAL AREA AND REPLACE tHE CONTAMINATED PART OF THE GRAVEL FACING.
SEWER LINES REVISIONS -WATER AND/pt SANITARY SEWER UNES REVISIONS REVISIONS CHECK 1HE STRUCTURE FOR DAMAGE FROM ER090N OR PIPING. PERIODICALLY CHECK THE pEPTH OF THE SPIUwAY TO ENSURE IT IS A MINIMUM
DATE DESCRIPTION SHALL eE A MINIMUM a two (2) DATE DESCRIPTON TRANSVERSE EXPANSION JOIN FEET FROM THE EDGE Of THE CURB ISION JOINT CRIPTION of 1,S FT BELOW THE LOw POINT a THE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEY ENT OF THE EMBANKMENT i0 SLIGHTLY ABOVE DESIGN DATE DES GRADE. ANY RIP RAP gSPLACED FROM THE SPILLWAY MUST BE REPLACED IMMED TEL
7 85 11LITY STRIP NOTED ANO GUTTER 10/88 EPTH OF SANITARY SEWER STABILIZE THE EMBANKMENT AND ALL gSNRBED AREAS ABOVE THE SEDIMENT POOL AND DOWNSTREAM FROM THE iRAP IMMEDIATELY AFTER
8/90 DTE CHANGE CONSTRUCTION MATH SEEDING. SHEET 1 OF 2
- - STD. No, STD. No. STD. No.
T .A T~. T R ~ J ~ , t ~ ~ ~ I W A ~ R PSI A A ~ - ~ DWG BY: BDM ~
~ , ~ 3.07 ~~HC7~VIf~(.: UTILITY L.OCATION.. 'x.16 ~ ~ ~ ~ J A ~
A A - utW3WY sWRo sloErrAlK cs sm. DATE: unmsTRr B 6'-0" 1 APRIL 02
0 B a ¦w 6"a ¦ui)
dr" t cur1ER >+~N I A ~ T ° ' tz" 12" REVISED:
i 1/2" 1/8" R 8" ~,-O• ly BACK OF SIDEWALK DROP ,_,,,,~,,,,,p 1 15 MAY 02
t /2" a 3• r SECTION B-B ~ rlsEt A
; SECTIC 17 JUNE 02
• 9WIWIAU( - 3" R 1 ' R F1EvAtrON I N ~ miwsnarl ~ c - - - raP of 0 ~ N ~ N V nwrsna~ a+aP mANSnoN 25 ~ 02
JOINT FILLER e . A ~ r 3 (Sf ' GINS
~ t. ~ s vueAeu: sLa~E Rat To E1ICEED 12.1 (s.33fq SECTIC qT a1~ SECTION A-A P N vl w
2'-8" 8 A A NO1E: MAINTAIN 50' MAX BETWEEN JOINTS EXPANSIOWI Ali NOTE: A PORnON OF ONE OR BOtH RAMPS MAY EXTEND OU1510E
OR AT ALL RIGD OBJECTS. 1HE RENRN.
FRONT ELEVATION SECTION A-A ISOMETRIC VIEW
TRANSVERSE EXPANSION JOINT SIDE ELEVATION EIPANSTOR ,IpNi
..H~. W A W+Ar9" X B 00000000000 ..H~.
5' .0' 5.8' S.8' S.0'• 000000000000 '?S,'r'~.tt"= COMBINATION_ GURB__A_ND GUTTER 6• o. • s.6' 6.8 6.0 A~NOhoTe; ,',~~x"
00000000000000 _ _ p ~ ~ ~ 1.35' OC ooooaooooo0000 EXPANSXIN A7R11 „ 7/8" DIA. HOLES 1 B
8' 0.0' B.B' 7,3' 6.5''• 00000000000000 ~ T ooooaooooo000 sA>E
5 2~5 8.3 8.1 4.8 2•~" ~ 1/8" R 9" 9" 5 3.0 8.8 8.3 4.4 PLAN
4 41 0.P pA - 4.0' 9.8' 8.6 3.8' yip OprtS 91P IESISTANt FR NT VIEW TF~it dog'-~~, , , ~„,1 „i,--.
~ 4 1 7 4 we~c SU16~Ct 5' 5.0' 10.8' 8.9' 3.1' NOI <E~ 1MAN NOt LE44 1MN1 'Ct•%h jf,gi(It~ ~ f ' Y 7 FULL HEIGHT }n'> In'~~,rgiE~~~ ,~;i,,;"~, I'A,
NOIES. -J 4' R a ~ SECTION ~ ~t ~ • / B . X TANS") FR FR T OGE OF SI WALK iAl ~ POR110N Of RAMP RAMWS CURB F[TwEEN 7 RAMPS •;.~i' - " Any r IrJ;1cC ~ h~~Y,nUI
t. CONCRETE SHALL BE 3,000 P.5,1. ~ B OSBACK POINT OF~t4:t (8.3J1f7 SLOPE. RAMP FLOOR OE L Mu~~~ ~ 2. CONTRACTION JOINTS SHALL BE SPACED Al 10'INIERVALS. n 3/4' R ~ • BACK OF SIDEWALK DROP REQUIRED FOR ALL (SEE NOTE t0) REINFORCING: 2 ~4 REBAR 18 L. , Ii,~r wr +f~,. ~ [ i o=. 's 1/2" 8" t/2" p~oh~l,~±~ed
(A 15' SPAGNG MALL ~ ALLOWED WHEN A MACHINE IS USED.) o sDEWALK sLDPES. INSET A ~
3, FINISH ALL CONCRETE WITH CURING COMPOUND BACK OF SIDEWALK DROP REQUIRED FOR 9DENAU( SEE NOTE 1 AND t'-8" SLOPES 0.04. ~ nit 41 5" N R TE: 4000 PSI AT 28 DAYS , /2 CO C E `)wq sc~lod for ,`6k4 pl~~ts
PLAN VIEW 'LAN VIEW ~
i" 2/2 WH EL STOP N R TE E CE CO
REVISIONS MEDIAN CURB AND GUTTER -TT A DETAILS
A RIPTION SIDE ELEvaTIDn REVISIONS D TE DESC DATE DESCRIPnON 10/86 MEDIAN CURB et CUTTER SSS NO SC LE N VI W
10/88 DELETED VALLEY GUTTER MHD
euerf 1 K 7
STD. No. STD. No. JOB CODE: ECSSC
`'TANC?Af<I) ('Oft;RETE Cl.JRB AND GUTTER STANDARD WHEELCHAIR RAMP 3.17 DRAWING NUMBER
SITE
701
i

,~~p DES~G
~P p1TECip~ N (uV Q P~' ~ ~ -0
~ DEWATERING ~ ~ ~
CONCRETE BLOCK CATCH 8AS9/ No. 5 WASHED STONE FILTER CONCRETE BLOCK ~ CERT. N0. U
~ 1 I / 2~ MIN ~ 51063
o by O000AA~ oo ti~ ~P
~ ~ / 8 ~ ~ ~ ~ ~ i ' 'plN CARO~\
~ r~ - \ SEDIMENT ~ - o ~ q~EiGH,~
_ ~ _ - / STORAGE TEED R FI - - - - - - - S CUT 0 LL SLOPE . ~ a
\ , ZONE NQIEL - - \ I, Ai ENO Of PROJECT, CATCH BASM CAN ~ °n $ kkkkkltuk0,!k~~j
~ ~ ~ ~ BE RAISED AS NEEDED PLUGGING OPEN
~ COURSE OF BLOCK PATH MORTAR, 2:1 SLOPE (MAX} 2. RISER CAN BE BUILT AS A STANDARD r 0 ° 0 , ~
.y ~ CATCH BASIN/JUNCTION BO% (YYI1H WEEP
HOLES IN RECEINNG WALL AND ~ / UTIUZEO AS SUCH WHEN PROJECT IS STABLE. -STAB - ~ ~ . x ~ - sTAeluzE DIVERSON aTCH ° ~ 1`~ ~
3 / WITH 0 WITH TEMPORARY SEEgNG CONSTRUCTION SPECIFICATIONS AND EROpoN coNTRa / ~ ~ ; ~ , `
PIPE RT C' GALVANIZED HARDWARE 3. IF DRAINAGE AREA IS OVER S ACRES CROSS SECTION AND I CLOTH W/ 1/Y GRID THEN TH15 STRUCTURE NEEDS 10 BE NETIII TREATED AS A RISER STRUCTURE AND 1, LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE a. _ /r.l'`~ a~ ~~,.+,tl
ALL RELATED INFORMATION NEEDS TO BE SUPPLIED. (TRASH RACK, ELEVAl10NS, ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL ~wC~°OO~ D ~ + ~ .y fps ~,~`°1b+~
ETC..) DRAINAGE, THE FOUNDATION SHOULD BE EXCAVATED s+= ~ iM ~l T aly„~, AT LEAST 2 INCHES BELOW THE CREST OF THE STORM
PERSPEC;TI ~'E VIEW DRAIN, PLACE THE BOTTOM ROW OF BLOCKS AGAINST -r"""'"'~~
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT 2:1 SLOPE, GRAVEL FILTER o ~ 00 ~
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS. 0 cD ID N ~
POSITIVE GRADE 1.09. MAX. GALVANIZED HARDWARE CLOTH I/2^ % 1/2' GRID _ UPSLOPE TOE 9 MAX IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT ~ n co N ~ '0' z ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH ~ N cv Qi ~
SEDIMENT STORAGE ZONE , (TOTAL BASIN CAPACITY) FL000 STORAGE ZONE ~ BLOCK OPENINGS. WIRE SCREEN U ~ ~ ' mZ °~ro a
~ 2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE TEMPORARY SEDIMENT ~ ~ ~
FL,-+ SIDE SLOPES WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL POOL ~ ~ rn ~ BLOCK OPENINGS TO HOLD GRAVEL IN PLACE. DEWATERING 3
t,D' 2 : 1 (MAX.)
FLOW FLOW CULVERT \ \ \ \ \ 1.5' - ; 1'. PIPE ~ ~ ~ ~ ~ ~ . US CLEAN GRAVEL 3 4- TO 1 2-IN IN ~ ~ ~ ~ ~ ' ~ 3 E / / CH ~ ~ ~ ~ ~ DIAMETER, PLACED 2 INCHES BELOW THE 1OP
FUTURE STORM , DRAIN PIPE \ \ 16" ~ ~ ~ ~ ~ OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND 1 MIN' v . ~ 2 MAX. ovv - r
1.5' \ \ \ ~ SMOOTH IT TO AN EVEN GRADE. OOT d57 WASHED "e,n v~ o STONE IS RECOMMENDED. s _ -
CONCRETE FOOLING PAD
SILT FENCE BAFFLES irP. Na. 5 WASHED STONE FILTER WD AGAINST HARDWARE CLOTH 1 ; 1 MA%. SLOPE STEEP CUT OR FILL S ( ) ( ) cuT OR Flu SLOPE ~I mil h1-111_111-III=III=III=11 ~ II-III-111=1~~1I1=111= : , O1
REVISIONS (SEE STD. No. x.03) REV1SIONS REVISIONS -~~I I ~I I I- I I-I 11=1I . ,N
DATE DESCRIPTION CLEAN OUT POINT (1/Z DEPTH SEDIMENT STORAGE ZONE) DATE DESCRIPTION I/93 NOTE ADDITION G.M.A. C 1/93 NOTE ADDILION C.M.A. DATE DESCRIPTION SEDIMENT . , : ~ _I I I-11
4 96 MODIFY WEEP HOLES ADD SECTION VIEW PEAN__ VIEW / , ~
BAFFLES k PIPE G.M.A, fO
STD. No. STD. No. STD. No. `v~
, r _ - ~ _ ~ ~ ,~J I - r _ i ~ f ~1~, I,~~ - ~ 1 ( R ~ A J ~~A~ R P ~J . . , f~1 4. D 9 - 1 ~ ,
I ~ ~ _ , ~ ~ 4.05
TOP ELEVATION OF STORMWATER 0.5'-i' PAVEMENT SHALL BE SAWN TO SAWED PROVIDE A CLEAN EDGE pAT~ PAVEMENT CUTS PATCH SHALL BE 6' 3,000 P.S,I,
W ~5 WASHED M < (1000 P.SL) (REPLACE WITH 2' I-1) CONCRETE OR T BINDER COURSE
STONE '1 ` 1 AX. D TYPI A RII 5 A 2/3 W C L TYPICAL RIP RAP CHANNEL t 12' t2"
m N i _ c-
EXISTING SLOPE I I d I I -'T _.T ~ ~ EXIST, PAVT, EXIST, PAV T,
I Ir ,~1 RIP-RAP 18^ I,~ I 4 to 12"
VARIE rl + , 11 I I 1 ti 1_ a'
• I FILTER FABRIC OR ~I ~f~i~l Z 8" STONE ~ L- g I I w DO NOT DISTURB " ~ ~ N
GRAVEL BEDDING FIL1E O I ; ExIST. STONE 12 I I , IZ" O DO NOT DISTURB FILLER FABRIC OR ~ ~ EXIST. STONE vJ
GRAY SIDE VIEW P _ GRAVEL BEDDING ~ ~ ' I I r~ '
ARABOLIC SHAPED WATERWAY WITH STONE CENTER DRAIN TRADE TR F I A ~ SHALL BE GRANULAR MATERIAL OR ~ A EZO D L PLOWABLE FILL TO PREVENT SETTLEMENT :.,~~~r'•:'^::"~'.
EXISTING SLOPES (SHAPED BY BULLDOZER) ,i.,
PIPE PIPE
~ L
VARIES W PIPE DIA. PIPE DIA.
Iy9IE~ + 16" + 18"
HEIGHT 6C WI TH RMIN Y ~ 1' _ D DETE ED B hl I _II d III II- ~ L
0.5~ 1~ EXISTING TOPOGRAPHY AND •-II li ' ~ SEDIMENT STORAGE REQUIRED. M~ 4" to 12" QTR 0
to I I 18" , I w q I • CONCRETE PAVEMENT ASPHALT FA_ VEME_NT
"t ; . ~ KEYED RIP R P KEY RIP RAP INTO THE DAM TO BE USED W 6" T WH R X SI STORMWATER _ 0 BE USED E E E CES VE W VEIOCI?IES PROHIBIT VEGETATIVE LININGS.
~ ~ FOR STABILIZATION. FILTER FABRIC OR VEIOCI?IES PR( - - GRAVEL BEDDING - - -I I
slzE of sroNE y5 WASHED STONE APPROPRIATE [ N Y SIZE OF STONE MUST 8E OETERMI ED B APPROPRIATE DESIGN PROCEDURE. N T 1RA T R'
V-SHAPED WATERWAY WITH STONE CENTER DRAIN_ OTE 0 CON C 0 .
Ff~~ T ~JI . W SHAPED BY MOTOR GRADER DIMENSIONS FO _E _ ( ~ TO DESIGN. DIMENSIONS FOR d ~ W VARIES ACCORDING ALl PAVEMENT CUTS SHALL BE REPAIRED CONCRETE TRENCH CAP ON ASPHALT
TO DESIGN. WITHIN A MAXIMUM OF THREE (3) DAYS FROM THE STREETS SHALL 8E USED ONLY DURING
REVISIONS REVISIONS REVISIONS DATE THE CUT IS MADE. IF CONDITIONS DO NOT INCLEMENT WEATHER WHEN ASPHALT PERMIT A PERMANENT REPAIR WITHIN THE GIVEN PLANTS ARE NOT OPERATING.
DATE DESCRIPTION DATE DESCRIPTION DATE DESCRIPTION TIME LIMIT, PERMISSION T4 MAKE A TEMPORARY 11 CHANGED MA%. DAYS sss. REPAIR MUST BE OBTAINED FROM THE TOWN
10/88 NOTE ADDITION M,H,D. 12/06 CHANCED NOTE INSP. O,O.U ENGINEER,
10/06 NOTE ADDI110N M.H,D.
STD. No. STD. No. STD, No.
-~7 - - - ~ ~ - DWG BY: BDM r 1 E A ~ ~ ,1 ~ , ~~1 ~ „ H R A A A ~ M ~
P E .E .I A ~ -i M _ 4.06 _ 4.10 ~ - '.'1 CHK BY: TJG
UPSTREAM END OF vD ~ DATE:
STORM DRAIN ~ ovERFLOw R/1Y 1 APRIL 02
50' MIN, GENERAL NOTES: REVISED:
• 1/3 PIPE vAUIT waL.L 1 15 MAY a2
• ~ ~ ? DIAMETER METER AND BYPASS ASSEMBLY TO BLOCKING • p ` BE DUCTILE IRON FLANGED PIPE vALVE AS UNDER I ~
_ ~ s c. 17 JUN 02 METER
is•. .rte' , is• ~ ? ~ METER FACE TO BE A MAXIMUM • . OF 3.5' BELOW FINISHED GRADE 25 NaV C2
25' OR WIDTH OF EXISTING p . , " ROPOSED STREET, . ~ - ~ ? ~ D ~ •'a
ROADWAY CLEAN STONE .NO. 57 ; ' : WHICHEVER IS ~ ( BURY BOTTOM / ~ e• ADJUSTABLE CONNECTING PIECE TO BE CLOW F-1439 ADJUSTABLE CONNECTOR I i0 PROPERTY
GREATER. ~0 . ry OF PLYW000 I I=I I ~ I ~ it - 10 SUPPLY + g I~ I~ I~ I I I I i t ~I I - ACCE55 DOOR SHALL BE ALUMINUM 16' MIN. M R
• I~ . ( ETE
. -------^--1 DOUBLE DOOR WITH A MINIMUM OPENING I
3 4" EXTERIOR NOTE: ALL PARTIALLY COMPLETED STORM DRAINS / EXTERIOR OF 42" x 36" AOJ115TABlE CONNECTING PIECE I IQQO
SHALL 8E PROTECTED AT THE END OF PLYWOOD EACH DAY IN ACCORDANCE WITH THESE VALVES SHAH BE IRON BODY TYPE vaul.T WALL
DETAILS, S1EEL FENCE PLYWOOD INLET PROTECTION TECTION EITHER SOUR BRICK, SOLID BLOCK OR STRAINER
f, l_ A N POST (TYP.) PRECAST CONCRETE MAY BE USED 6'- 6 J/4' CONC. R/'~'
UPSTREAM END OF OVERFLEW ENCASEMENT
STORM DRAIN TO ENSURE POSITIVE DRAINAGE, THE AT Joao P.S,I, VAULT SHOULD BE TIED INTO 1HE EXISTING SLABSANDOM~EETAH?20 L°oAOIHGNC~~
n n n STORM DRAINAGE SYSTEM WHEN POSSIBLE ~NISN GRADE
u -n u M('
_ 35~ MIN, NEW CONSTRUCTION II . u . R . 15' MIN, n n u s ~ . EXISTING ROADWAY n n n ~ ~ ~ 1/3 PIPE vAlvE eox , : ~ ~ ? DIAMETER (SEE STD. vALVE BOx VALVE e' BLOCK WALLS
u n u p. ~ ~ s. ' INSTALLATION (TYPICAL) TI tlc~~~~~ ll~. ^f J 'i?~~ )
o ~ . ~ D' METER 1e~aaa~~ ~7r~'i 'I ~ t r r°; rat ~ ' 6" h kt,rlrrllP l ~i; ;i i, I
. , , , 12" MIN, "a 6" MIN, , WASHED STONE FILTER • MIN. Any fFpr i)~[1 Jr: ji Ni!h(~iit
D` ACROSS PIPE INLET ~ • . • ? • ~ ~ ~b TO SUPPLY 10 PROPERTY prier wr'~f I„ it .,n: r - • ~ pr,~l?Il;itl,i.
~II~II I III ICI ICI I..,.IL~I I III ICI II- I~II II ~ BLOCaNC Ilw~l s~;al-d ror ;`~r~x;'~ rls~+ ~I I ~ hll ~I I..,.IL ~1=
~ti
~ ~ ~ ~ ~ ~ HARDWARE CLOTH REVISIONS (`(~QSS SECTION REVISIONS li I I }I I ~ ' I I II 1~j~ f~. , OOi1NG 3oWCRETE ~~I I ~ P ~ REVISIONS ( I~ uN01SNRBED SOIL DETAILS
DATE DESCRIPTION DATE DESCRIPTION U U U 10 BB STONE TYPE 4.N.0, DATE DESCRIPTION
STONE Fil TFR INI FT PROTECTION ;TION
STD. No. S7D. No. STD. No. JOB CODE: ECSSC
C;lf\llrTiUN ENTRANCE 4.07 PIPE INLET PROTECTION (PLYWOOD AND STONE
STONE 412 STANDARD 3" cgc 4" METER INSTALLATION AND VAUL1 DRAWING NUMBER
SITE
702

~~D DESiG
~P CNtTECT;~ N
ca~ACTED eADK Flu COMPACTEQ BACK Rl1 luV oPP ~ ca A Pvc sAOOtE PVG oR ~ e~'
N T • ,f/,f/, \ /,~,~Y/,~ SPECIAL GASKET BY THE A.B.S. SADDtE ? ~ CERr, N0. ~~/j , PIPE MANUFACTURER WITH ~
HYDRANT TO BE Y Y SILICON SEALANT APPLIED ~ 51063 z°
\ 15'-0" MAX. PLACED WITH PUMPER y~ i TO 801H SIDES tiORlh O~\~~
NOZZLE FACING THE ~ L~ps>U~ED Y n CAP
2~-0" MIN, TRAVEL/FIRE LANE y w,~ SOLVENT CEMENT SEAL DOUBLE 'rq ~G STAINLESS STEEL DEIGN.
5'-0" MAX, y \ Y Y~ Y 0 0 BAND 0 0
Y \ i 0 0 {'{tlllfi+dtilAii~ii 0 p p ,y ~+tAuyf+i Itf
CURB do b e ~ y ~ SEWER MAIN 0 0 0 0 ~~ti f~~ ~a.ua..y ~ FLOW 0 0 Q 0 . 5~~~.,l i~"~t~ r
Z x FINISHED ~ . . . _ . \ CONCRETE ENCASEMENT GUTTER - 0 p 0 SEWER MAIN 0 : ~ r'a t-
~ ~ GRADE ° ~ • InrnAL r 0 ~ FLOW 0 0 ~ )~f
, - \ BACKFILL Y ROADWAY I ~ ~ , ~ Y . ` 0 0 '
- - ' ~ SPRING UNE Y EMBEDAIENi 0 0 i 2 STARIIESS STEEL BANDS 0 ~ r,.,w•'
CAST IRON VALVE BOX ` ' ~ I i r: OF PIPE . , MATERIAL ~ BACKFILL Y . ~ HAUNCFIING of PIPE y TAMPED ~ ~;.,r
BACKFILL ~ HAUNCHING RIBBED PV„ PIPE t :~y, i PVC AND ABS PIPE I , ~ ~ ..';t:~`. ~ EMBEDMENT ~ ,
_ - _ •z •r. BEDDING 0 ~r \ . i : , \ •.'<:.,:h:. MATERIAL > ' } i,,~ u
7 I . Y • a' - W I ~ 1t MIN M M F U OFBC.. Y m _ - :a ' .'.r.:, t4" BEDDING MINIMUM DIP SADDLE
.f, N T . 7 I o 5 S ONE J UNDISTURBED= + • I ~ - i SPECIAL GASKET BY THE v ~ oo n
SOIL ~ ~ . MAIN N N - -I I - I PIPE MANUFACTURER WITH o ~ ~ o SILICON SEALANT APPLIED ~ r` co ;y u
. I Z TO BOTH SIDES ~ N cJ of fl.
_ . . , . • STANDARD f MECHANICAL,,l01NT SPECIAL BEDDING - , TANDARD BEDDING yorES: ~ o o ~ .
- FOR 3 TO 14 FOR 14'-20' DEPTHS NOTES: 6" GATE VALVE CONCRETE BLOCKING R 3' TO 14' DEPTHS ~ Z m ~ i 1. PVC SOLVENT CEMENT SHALL O ~ % L
CONCRETE THRUST BLOCK BE USED FOR PVC SADDLES. o o ~ ~ • MATERIAL MUST BE CLASS I o o ~ ~m • ~ 3
1 3 cr AT 3000 Psl MIN 1/3 CY AT EMBEDMENT MATERIAL MUST / DUCTILE IRON PIPE NO. 67 OR N0. 78M WASHI 3000 P.S.I. ( N0. 78M WASHED STONE IS TYPICALLY USED) o o ~ o y o ~ ; 2. ABS SOLVENT CEMENT SHALL ~ SEWER MAIN o o ~ ~ 3
MAIN LINE TEE NOTES: EMBEDMENT MATERIAL SHAL MATERIAL SHAH BE COMPACTED TO A BE USED FOR ABS SADDLES. nDW o 0
MINIMUM OF 90X STANDARD 1, TOP OF BLOCKING TO BE 2" FROM CLASS I MATERIAL. 90X STANDARD PROCTOR DENSITY FOR o 0 0 0
HYDRANT WEEP HOLES. TERIAL. 3. TRUSS SADDLES SHALL BE USED o WITH TRUSS PIPE. o o , o
REFERENCE SECTION 7.O1C I 2. HYDRANT TEE MAY BE SUBS?ITUTEO REVISIONS MATERIAL SPECIFICATIONS. SECTION 7.O1C FOR EMBEDMENT
FOR D.I.P. NIPPLE AND RODDING. DATE DESCRIPTION 'ECIFICATIONS. REVISIONS 2 STAINLESS STEEL BANDS _QI
REVISIONS ALL SANITARY SEWER LINES 2Y I F I DATE DESCRIPTION SEWER L NES OVER 10 EET N lo/BS ADanoN of NorE D.o.u. ~
DATE DESCRIPTION 3. TAPPING SADDLES MAY BE USED INSTEAD DEPTH MUST BE D.I.P. 12 86 LABElEO TEE D.o,u, OF A TEE FOR WATER LINES LARGER THAN 16 INCHES. r BE o.LP• DUCTILE IRC)N PIPE ° _
B/90 NOTE ADDITION a~
i STD. No. STD. No. ~
STD. No. I~ ~ - ~I A I Y ~ I I Y ~ R ~ _ , , a, W
Ilr ~A A A I N . , ~ IN / f { ~ f J _ _ 6.06 N ~J ~ C
: ~ NON SHRINKING OPEN END
rac waa~ us tat ~ uK R ~ ~ CLEANOUT GROUT :i rt OPEN ENO
VALVE v ? aaaAU1 > ; :i~ • CLEANOUT
BOX s TYP, RIM9ED GRADE TYP. FINISHED GRADE COVER iv IN UNPAVED AREAS IN PAVED AREAS rv NON SHRINKING ..Y
~ \ I i GROUT
n ra 0)rRlMiil /r - - - - - - - - - 1UARlpK EQI1RrTQ SERVICE LINE TEE MANHOLE WALL rst a~Tiwt~l n TEE
R~ oan~mt r...
~ I I-III- _ I~ II I I ' +1
` ;'X • SR Rte STEEL STRAP 6" 6" w?ta M VA0.~
SE COU SE : ~ ' IER Ci W DOWNSPOUT
PAVED AREAS 3. UNPAVED AREAS ( ) ( ) ~ . ~ DOWNSPOUT L !r t7ti STRAPS 3' MAX ~ N
12" THICKNESS I-2, ' it ~ ° ; •J': , CONCRETE ENCASEMENt 2 -D _ _ _ _ H OR HB BITUMINOUS AT 3000 P.S.I. STRAPS 3' MAX -
CONCRETE ~ ; t crt M ' t" WIDTH 1/8" r-
! VALVE BOX ' , TAMPED a . ~r~ctt ~ THI KN MANHOLE WALL 6. C ESS ~
BACKFILL ~ • ! Y M • 1 STEEL STRAP ATTACHED WITH 90' BEND 6"
NOTE TO CONTRACTOR; ~ iv 1AMPED PAVED AREAS) VALVE BOX SHOULD N01 ~ ~ BACKFILL ANCHOR BOLTS O
2' THICKNESS I-2,- ` " , (UNPAVED AREAS) CONTACT MAIN OR VALVE ~ • RiMIaR H OR HB BITUMINOUS CONCRETE Q nxctam ~•r TO THE MANHOL "i~rt ~ i WALL
'.r: CONCRETE . " • ENCASEMENT I ~ ~ ' - IN ~i .~;r.,,,_4 VERT 90 BEND-? Iw. M {r V M SHELF ~
• ~ ' ~ • AT 3000 P.S.I. . wt1 MAIN VALVE ~ ~ - - - _ - - ~ VI~V[ wu ~ ~ .;.~?i,~..;.~ ; MAIN r.'~Y~+,rtY,; ?,~'hr INVERT SHELF 'fi»` w,~ LINE
I 1. +ti ~'.~,.~~j+ t'~ 'f • ~y:,.. • • '•`wl,+ti ~v :~~L.i~•«~~P,.. y-.!L ~..J. C'.~:~j•; iv •r~l ~~n,~ 1.• i.sAt'C..- il'~~~ f,G~.~ ~~'n::~ti: S'~ ~'t:.. V~','!•~~..~L...%'Ir+f j.y..1 yr~~:.at~~T+'. 'q ~'4:sit •p1Fs s, <'~'.'~t.*,R' ~"C-~:.: ~.k~:iS~;;L;ti~+.C w~i ~:at`';,::;~.r.;a.?.~!t.
, : _ vALVE sox coVER ~ • ' ~j rnLOCK~s N; ~r., wn 7Y~.a~"Y+~, •P'P:'~.'r'~~~?t'R w~.c'. F:., .lrQ•1:, ..tyt ~~~.:,wa. Ili: :T ~ ( r J?rT:,;• 1. ..nb. >~v: '.:a r... ~ ? atv.,. s~^I: .tin }I
'a' l.' rl~ .r" 0
TAMPED BLOCKING vKVt tDt BACKFILL TAt 1NITiR L1E ~ • 1...
PLAN ua1O1~ tear Z W
~ MANHOLE BOTTOM MANHOLE BOTTOM
I SEC. TIO~ N TES a>~. NOTES; 1, PIPING CONFIGURATION TO 8E USED
1. D.I.P. MAY ~ USED FOR VALVE BOX EXTENSIONS. ass ~ artrot tnrx ON ALL DROPS OVER 30".
2. VALVE OPERATING NUT MUST BE EXTENDED SO TYPE A -SINGLE SERVICE ~ ~ TYPE B -DOUBLE SERVICE 2. DROPS TO 8E CONSTRUCTED OF A.B,S, 6rarR11 P.V,C, OR D,I,P, PIPE.
THAT THE OEP1H IS NO GREATER iHAN 5' FROM REHSIONS ~ REVISIONS THE SURFACE U9NG A MANUFACTURER APPROVEO NTS ~ NTS REVISIONS
DATE DESCRIPTION EXTENSION KIT. DATE DESCRIPTION STSTEN ~ ~ ININTAII~D aY T}E DATE DESCRIPTION 3. SERVICE LINE MAY NOT ENTER MANHOLE yTAp,~p ~ ~ THROUGH CONE SECTION OR ITS JOINT.
11 66 NOTE ADOrnoN sss. NDTEi SYSTEM ~ ~ ~ ~ / 3. PRECAST CONCRETE ENCASEMENT IS ALLOWED OVVER PAST lTf EASEMENT L11E Oy~R p~ ~ LIFE LICE 4. THIS DETAIL SHALL NOT BE USED FOR
11/66 NOTE Ao01TION M.H.O. OUTSIDE OF PAVED AREAS. FORCE MAINS.
STD. No. STD. No. STD. No.
~1 ~ ~ I~ WAT R ~ M f R VI N M _ IR A ~ F A I i ~ I RY - TAN A~ ! A _ J
1 x ~ ~ N ~ ~ L _ T 1~, - • 6.08 .__~F~ 6.16 - ;,J, DWG BY: BDM
CHK BY. TJG
~YUER 11O11T I a>ER Tu~IT P<uG PROPERTY LINE DATE:
ENTIRE SERVICE SAME MATERIAL UNLESS IN PAVED AREAS
* (WHERE THE WYE. BEND ANO RISER MUST BE CAST IRON) MINIMUM CONCRETE BLOCKING (C.Y.) i Y 1 APRIL 02 - ~ ~
NOM. PIPE TEES ~t 90' 45' 22-1/2' 11-1/4' CURB ~ ~ m REVISED:
J DIA, IN, DEAD ENDS BEND KENO BEND BEND IN PAVED AREAS ~o I VARffS FMISH 1 15 MAY 02
GUTTER poEwALK GRADE s' s' StoEwALK 17 JUN 02
' ~ • THREADED / BRASS PLUG
• PAVED SURFACE PAVEMENT W i 25 NOV 02
N . ~ ~ y ± 6 1/3 t/3 1/3 1/3 1/3 ~ 1 8th BEND • • • + + ~ • + + •
CAST IRON OR SEE ENCASEMENT
z 8 1/3 i/2 1/3 1/3 1/3 DUCTILE IRON PIPE DETAILS ~ • WYE • wl •
+ MINIMUM GRADE OF 1.Ox .OX ~ PIPE WATER 11GHT +
10 3 3 4 1 2 1 3 1 3 CAS1 IRON 1/16 OR i/8 2/ / / / / BEND PLUG tY DIA. I2'
1/8th BEND I I I r
~ - - ~ 12 3/4 1.0 2/3 1/3 1/3 COMPACTED SOIL IL I (
_ MI~IFI ~ ~ ~ . • . •A S~.r7 I• ti• I ~ I`. r ~ 12' .r~
\ ~ CAST IRON WYE TAP TO ~ MADE ON THE TOP pUARTER OF 14 1.0 i-1/2 3/4 1/2 1/3 THE MAIN. IN LINE WYE IS THE PREFERED !f . a
DJ. PIPE
METHOD FOR SANITARY SEWER SERVICES.
f ( f f 16 1-1/3 2.0 1.0 1/2 1/3
.AN. SEWER SERVICES WHICH ARE 14 TO 20 FEET D,I,
UNDISTURBED 18 1-2/3 2-1/3 1-1/3 2/3 1/3 PTIONA CL AN OUT S~• SEWER SER' EARTH - DEEP SHALL REO 1EEP SHALL REQUIRE BEDDING IN ACCORDANCE ""``~'I~ t
~ (FOR WELL MAINTAINED AREA) WITH DETAIL 7.16 NTH DETAIL 7.16 FOR FLEXIBLE PIPE. SERVICES OVER ~hls " ' ' ~ f"° !0' AND UNDER 3' DEEP SHALL REQUIRE D.I,P. ~ t ~ <,t
20 2.0 3.0 1-2/3 3/4 1/2 20' ANO UNDER THREADED !n±egr~~tH~~ Lie^~;~', -':-A
BRASS PLUG INI H R l TI N Alit' r2f t 1i,C 4i fir, ~..i, J' C OSS ..EC 0 ENC~ VIEW lla~ t,~,7 , ~ .~l c~
24 3.0 4-1/3 2-1/3 1-1/3 2/3 GRADE
, • CONCRETE SHALL 8E 3000 P.S.I. MIX 4" THICKNESS °a:'. " Dwq scaled I~,. 6<'"* plots
3000 psi CONCRETE 6
REVISIONS REVISIONS 6 REVISIONS DATE DESCRIPTION coNCRETE SHALL BE 3,000 P.S.L
GATE DESCRIPTION GATE DESCRIPTION 1o/e6 AopT1oN of NOTE o.o.u, ODE VIEW T ~ W It Ct1ANGED NOTE sss EoaSt THREE (3~FEETTIINDER E~oF CREEK BO TOM. AT DETAILS
NO CONCRETE SHALL COVER 12/86 ADOI110N OF NOTE D.O.U. n pMENSION CREEK DEP1H
BOLTS OR GLANDS. 11/86 YA11 DEPTH M.N.
cm ~i., cTn N„ STD. No.
iAN[) Af='I_? 1\11- ACTION BLOCE<ING STANDARD SANITARY SEWER TAP AND SE ND SERVICE V7.01~ I STANDARD CONCRETE ENCASEMENT FOR STREAM CFO~`_',If.I JOB CODE ECSSC
DRAWING NUMBER
SITE
• 703

a oEs ~~N
(~lP' ~Cy~ItECTU~
2 ~ v
~ CERT. N0.
~ 51063 i
• tip ~P
. _ 8" MIN, LOW PERMEABLE SOIL BI BASE LEVELING PAD NOTES: MINI CAP UNIT RlH CARO~~
Rq N~. 1. THE LEVELING PAD IS TO BE CONSTRUCTED WIDTH: 18; LEIGH,
KEYSTONE 4" CAP UNIT OF CRUSHED STONE OR 2,000 PSIt '"DEPTH: 10„ UNREINFORCED CONCRETE. HEIGHT: 4
2. 4tl11?TI 2. THE BASE FOUNDATION IS TO BE APPROVED '"WEIGHT: 45 LBS Cui C~ER ~ ,,~,tA; r
BY THE SITE CEOTECHNICAL ENGINEER PRIOR REGULAR CAP UNITS ,fir„ 1,.,!~f +i,~ TO PLACEMENT OF THE LEVELING PAD. ?~sCt~" .,T3~ ~.~~~y,~ i
STEEL FENCE OR RAILING a~ ~v ~
STANDARD UNIT ulA,f STRac~+r e Mt' ~ t t
KEYSTONE STANDARD UNIT { WIDTH: 1 g" ~oEQ aw srANOARO uraT ~ 1 , g, ~ i
KEYSTONE 4" CAP UNIT NON-SHRINK GROUT ~ = REINFORCED HEI HT• 2 j~~~ # ~ ~ R -~y~ E G 8 , "WEIGHT: 115 LBS ~ Cur CORNER FROM ~ • ,
POST IN PLACE ~ BAGKFILL CAP UNITS TO FlT ~ v _ 1~ ; i I~c; _ T, ~ e°
© RETAINED SOIL I ~ 2 CONpITIONS _ f. ~ . ,a
iv Z 64 - , 1~ c-~
KEYSTONE STANDARD UNIT ~ ~ I TH Q 9P INSIDE CORNER -SQUARED _ `a . o _
X GR D LENG p ~ ~ 0 ~ FINISHED GRADE v U) OO u7 . • ~1
APPROXIMATE UNIT FACE 1L? 0 _ - °o o ~ N a SLOPE CUT ~ Leo ~ N ~
UNIT CORE FILL EXCAVATION LINE ~ N N ~ CL
3 4" CRUSHED 6" CRUSHED ROCK OR fEP COURSE _ v rt ~ , UNREINFORCED CONCRETE ~ Z ~ ~ o
FENCE SECTION & PLAN DETAIL CK OR STONE) LEVELING PAD CIA " , ~ ~ rn rn I STANDARD UNIT o O ~ ~ U
STANDARD UNIT - 1" MINIMUM SETBACK ~ . ~ TO FR • Ci 1.(J p+ ~ ~ 1 STANDARD UNIT BASE PAD ISOMETRIC VIEW _ ~ - „ 3
UNREINFORCED CONCRETE OR PERFORATED DRAIN PIPE (OPTIONAL) 3 SCALE: 3 8" = 1'-0" ~ ~ _ x 3 ~ ~ ~o .
CRUSHED STONE LEVELING PAD #DIM '"DIMENSIONS do WEIGHT MAY VARY BY REGION
~a.oQ NO PINNING NEEDED IN ~ OVERLAPPING UNIT
"J
TYPICAL REINFORCED SECTION ~ ~
STANDARD UNIT -NEAR VERTICAL SETBACK _otl
AIN;N CENTER OF ADJOINRIG UNR WRN
HALL FACE ~
SECOND COURSE ~ i
fO
NOTE: 1) ACCE SIBLE Il4IE$; O1
1, CHECK WITH MANUFACTURER SPECIFICATIONS UNIT DRaNAGE EiLL 1, IN51AW11DN TO BE COMPLETED N ACCOAWN;E WITH MANUFACNREA'S SPECN1CATgNS, • i 1. DO NOT SCALE ORAWNGS. J. All UNRS SHOWN WNH SCIAPTUREO ROCK FACE fA1SN. C a
12 ON CORRECT DIRECTION OF ORIENTATION FOR GEOGRID TO OBTAIN PROPER STRENGTH. 3" OF SOIL FILL IS REQUIRED - 4. CONTRACTOR'S NOTE: FOA PRODUCT AND PURCHASING INFORMATION VISIT www PKOJECTmurkets~le.rom « ~ REFERENCE 147-045
RESERVED BETWEEN OVERLAPPING GEOGRID •II II ,
PARKING FOR PROPER ANCHORAGE • I'~' • ~ ' BACKFILL ~
MAXIMUM VAN RESERVED ACCESSIBLE PENALTY p MODULAR BLOCKS ' .II' N` II I ~ 1 STANDARD UNIT CORNER
PARKING ~2s0 7 pp ~ " ~ 3 SCALE: NTS
» GROUT BETWEEN i° I I , • N ~ • II ~ a \
R7-8D R7-8A MAl11MUM I (SEE SECTION C-C) \ ~~t,
PENALTY =250 \ ~ r u 12'
(MIN.) ~
_ (51 FASCIA PLATE (SEE SECTION C-C1 ~
R7-8 ALUMINUM ARCH W N OR 80x CULVERT ~ W
COLORS ~ - GEOTEXTNE ARAt ED ^A'1 WITH CONSTRLKi1pN ADIa SAVE W
_ LEGEND AND BORDER GREEN L +r N
WHITE SYMBOL ON BLUE BACKGROUND MUM WALL RADIUS:
BACKGROUND -WHITE HEI HTx INSIDE CURVE: 4,0~ AT E10T10M OF WALL) OUTSIDE CURVE: 4.0' AT TOP OF WALL) t~
SIGNS APPROVED FOR USE UNDER NC GENERAL STATUTE ZO-37.6. NOWT ~ NO~T „F.
5 GEOGRID INSTALLATION ON CURVES 1•1N5 i. INSTALLATION TO BE COMPLETED IN AC.(:ORDANCE WOH MANUFACTURER'S SPECIFICATIONS. rr 0 2 DO NOT SCALE DRAWINGS. .y.
HEIGHT TO BOTTOM OF LOWEST SIGN SHALL 3 SCALE: 5/32" _ ~'-o" z DD 3. ca 3. CONTRACTOR'S FATE: FOR PRODUCT MID PURCHASING INFORMATION NSIT www.PROJECfmorkelsife.com L REFERENCE 147-0510
BE 84" WHEN PEDESTRIAN PATH FROM CAR TO RI WALK PASSES BY OR UNDER SIGN, WHEN PATH
DOES NOT PASS BY OR UNDER SIGN, HEIGHT MODULAR BLOCK ALUMINUM ARCH OR BOX CULVERT
SHALL BE 60" sECnoN A-D - rI0Rf10NTAt COrM1ECTgN rolNr DETAIL
HANDICAPPED SIGN DETAIL PROiECIED By caPrlnc I PROTECTED Bf COP1'AIGIR - T47-051C 05/21/04 www.COAdeloilS.COm
V/ O
N.T.S. J L ~V
Z W
w O
Avoid purchasing trees rith t.o lenders
~ or remove one at planting. Dtherrise, do " d0 not prune tree nt planting except for specific , Do not crap trunk on trees under ?-1 i/2' caliper; i A
Mark the north side of the tree h the nursery and nmnn0 ~Qe o00 structural correctbns. REINFORCED BAGKFILL locate to the north h the field. "V 0~~ 465.0 TOP
an ~ ~ v: t st ke trees exce t where s dfled b v~~ ~ 0 0 Do no a p pe y
p e landscape architect. If staking k necessary, use ~ 12" two opposing stakes with seperote flexible ties. y. ,v~ Y ,
Trunk flare and top of root ball should at Remove staking nt end of first growing Benson.
rode in well drained sail, up to ~ inches ob ve , d g• CEOiE%TILE ATTACHED g p ~ wITN coNSTRUCnoN grade in poorly drained soils. 0 ~ ~ 3' (5cm) minlmun Ine straw or bark nulchl ' < GIN ~ ADHESIVE p NIT DRAM
X00 ~ ~ ~ Do not place mulch h contact rith tree. flu W DWG BY: BDM J 07
o• 0 0 ' (10tH) raised r of sd to direct O ( ) CONCRETE Q CHK BY; TJG
I ~ rater into root bogll-especktlly Important If ; ; ; ; HEADWALL c~9~ II 0 tap of root ball Is raised above grade. ~ ~ ~ ~ 12» rR 12" a - TOP ~ " -472.35 -462.5 2-12
N t ~ Vidth of lantin hole 15 3 tines roa all 16~ II 'i \ oe p g ~r 14' MIN. LENGTH
diameter in highly compacted or clay soli; 2 tin JL,-_;= }_.J( 1 r the root ball diameter rdnimum In all others, II Before plontirp, add 3-4' (7-10tH) of I/2" BEACx / II 0 ¦ell-composted leaves, recycled yard waste INSUTA?ION RoARD DATE: WEIR 3 "PIPE 4" 1 APRIL 02
II H or other compost and till hto tap 6' p5cn) ucouLAR eLOCxs 36" IPE 3 "PIPE 3 PIPE 4"
I of prepared soA. Add compost nt 20-35yby I volume to backfill. VI ~ RE SED.
;r~.•. , B' ~ ca+cRETE - = - - 462.0 30 RCP ~ - 470.35 2-36" RCP Jaoo , ^ : ~ ~ 1 15 MAY 02
-i; CONCRETE - Pack backfill soB around base of root ball to J000 • ' • : ~ .Y
" stabilize, allow rest of backfill to settle noturnll P.S.I. '1'•.. Db wide plnnting hole with tapered si i~- y' .~;IV, ivi,~~:,' l or tamp lightly. ' •y• ..e.•.:' ~Y .y
Cut burlap, rope and rire basket Dray fro op ~`Y ~1~~~//~C~; ~_6' f10-IScN dee er than root ball far lorertd and tides of root ball. p NOTES. plnnting hale as needed with poor drnhage, q F T. R f T ~ -8. 1-g" ORIFICE
Set ball on undisturbed soil to prevent ling. 1. IN$TALLADON TO Bf COMPLETED M . CCORDANCE WITH NANO AG J ERS SPE,IFICA KINS.
Extend stakes Into undsturbed soil. 2. DO NOl SCALE DRAWINGS. 3. VERTICAL SETTLEMENT JOINTS REOU!REO AT TRANSITION: CNTRL. STR. X22 2 CNTRL. STR. ~4 ORIFICE ELEVATIONS
]f planting holes are dug with a large auger, Tree Planing DetnN (B4B plants) A BETWEEN FOOTINGS brenkmg do¦n the sides with p sholvel can Adapted from 'Architectural Graphic Standards' B: BETWEEN WALL TYPES N.T.S.
rlinlnote glazhg and create the preferred 1998 and Vntson d Hlmellck Prlnclples and C: AT ALIGNMENT CHANGES N~T•S• sloping side. 'Practice of Planting Trees and Shrubs' 1997
NDTES; MODULAR BLOCK CONC. HEADWALL
1. Vhere several trees will be planted close together such 6. Use 2' x 2' x 6' hardrood stakes and 19 rire encased In SECTIDN A-A - YERBGL SETTlE11ENT JONT DETAIL
that they will likely share root space, till in soil amendments rubber hose for stoking rhea needed or as drected by architect.
to o depth of I-6' UO-15tH) over the entire area. 7. Use tree crap up to first rhhl of branches an trees
2. for container-grown trees, use fingers or snail bond tools above II/2' to caliper to prevent scalding.
pull the roots out of the outer layer of potting sail; then cut 8. To promote aeration and percdatbn h heavy soils, plant
or pull apart any roots clrcUng the perimeter of the rootball
container. above existhg grade ns Shown.
3. During the design phase, confirm that rater drains out of 9. Backfdl with 80% parent material and i?0% decorQosed the organic •
soil; use lowered planting hole depth, and design alternative natter by volume well nixed, drainage system as requred. l~r;; ; t
l0. Provide 6' nirdnun of backFBl on each side of rootball to 1. Throughly soak the tree root boll and adJacent prepared promote Int. Any rrC ~ ~ ~
soil rapid re-establishment. several times during the first month After planting and I r o~ wr ~
regularly ll. Provide an earth saucer for water retention. throughout the following two summers.
S. the plnnting process Is similar for deciduous and evergreen ~?wa 5~'0' 1 :iT L uints
trees.
DETAILS
JOB CODE: ECSSC
DRAWING NUMBER
SITE
704

.~Ep DESK ~P ,,~tl:cn CN
_ r~, ~,'c ,0 CONC. PAVEMENT RIM EL. i ~o
EDGE +,75' ABOVE ~ ~
BIORETENTION BASE CERT, N0. a' D.I. (TYP) ~ 51063
NCDOT STANDARD 2'M 2' GRATE (SEE NOTE 5 FOR ORIENTATION OF GRATE) NHIIL SIDE
4" B" 35" MIN. g" 4" 0.20' 0.55' PAVEMENT • ti RETENTION BID- CURB ~ GUTTER oglry o`\a~
RETENTION CAR ~q
MORTAR BED ~EIGH,N
r -~-r- .I I -
W e ~ I - 1AA~+~cSrl;J~+r
CORBEL BRICK ~ • 2'4" 2'4"
t' PER COURSE ~ p a0 5' 8" 4' 5' S" FOR 6 COURSE C) MIN - - - - - c .f~,~`~ y~
UPHILL SIDE ~ - - - ; -r .;s ; PAVEMENT ' - : -it ~
CURB-STOP ~ 1')L~ ~
I II 4.00' - ~ _ _ _ 1 TOPSOIL g~''~ - ~~r w:
i CUT OR F1LL J ~ ~ - - ~ i ~ ,E, . MATERIAL TRENCH DRAIN TYPICAL TRAFlC I ~ ~ ~ SLANG ' ~ • t- ' ~
_ H r Z j ~ BASE OF RETENTION 't , as 810-RETENTION BASIN ~,J• ~
W N C7 C7 CONCRETE PAD • ,r Y`'
~ n > • m r r ~ v u7 a0 u~ ~
• r (4) g• cgNC. FRLEp ~ •1 • t FlxED BOILARp Q vo iYP.) 0 cp c0 N 0
> • . 1 2 INSIDE, 2 Ol1TS10E ~ SEED 8ED PREPARATION ~ r` N u N N~ d
~ ya MAx O ' C ~ U ~ v
PIPE 4^ l ~ C~Z 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES ~ ~ ~ I
oD •r e' TALL TILT-uP PANEL DEEP OVER ADVERSE SOIL CONDI?gNS, 6 AVAILABLE. O~ PANEL rn ~
I WALL PATTERN AND COtOR • I To LATCH BUIl01NG (WHITE) wD COLOR 2, RIP THE ENTdZE AREA TO 6 INCHES DEPTH. ~ rG TE ) ~0 ••x;
CONCRETE ~ ~ • . a . 3000 ' ~ . ~ ~ • ~ ,~,h.. 3 J REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS v alp ; ; LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. ~ ~ ~ ;
P.S.I. ~ i.~ to - • '•t. I,•, ~ NQTES. r r r 4.) APPLY AGRICULTURAL LIME, FERTNJZER AND SUPERPHOSPWITE
t. EI1f1ER SOLID BRICK .SOLID BLOCK p • ? • OR PRECAST CONCRETE MAY 8f USED, 'lO -O •lO D" ~ UNIFORMLY AND MIX WIT}f SOLI (SEE BELOW').
i ' 5.) CONTINUE 11LlAGE UNTIL AWELL-PULVERIZED, FIRM KICF~S
S E ~ T I 0 N 2. Fpt 21• R.c.P, AND uRGgt usE at~E Du. PLAN ~ I p , PLUS 12' FOR MINIMUM INSOE DIMENSION. r : REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 C
J, GRAlEO INLE15 SHALL NOT BE USED NTTHIN iRAVEI. AREAS, r t • . T• B.) SEED ON A FRESHIr PREPARED SEEDBED ANO COVER of
REVISIONS 4. STANDARp STEPS REQUIRED • le' O.C. WHERE flEP1H EKCEEOS J', ? ' SEED LIGHTLY WTTH SEEDNG EOl11PMENT OR CULTIPACK O,i 0
DATE DESCRIPTION it/B8 NOTE ADDI110N M.H.D S. THERE 51EPS ARE REQUIRED, USE OF PRECAST CONCRETE SLAB \ 7.) MULCH IMMEDUI?ELY AFTER SEEDING ANOANCHOR MULCH. •O
SHALL ~ USED AS TOP AND fJlAIE POSITIONED OVER STEPS. ~ ~ i ~i REPAIRS OR i 8,) INSPECT All SEEDED AREAS AND MAKE NECESSARY IF f`p
6. YARD INLE15 DEEPER THAN 10' SHALL REQUIRE DOUBLE WALLS. ~ ~ ~ RESEEDINGS WITHIN 1HE PLANTING SEASON, IF POSS111~OWIIrICr p~
STD. No. ~ 20 Co. GavANREED COIMeCntED STAND SHOULD BE OVER 60~ DAMAGED, REESTABLISH
A " METAL GATE WITH GAIYANQED A A, Y A~~,~ J H R ~~'-D CO~sCATED ORIGINAL UME, FERifUZER MQ SEEDING RACES. C iAIYANIZED
A 3' x 3' x l l• ANtxE 8, 02 Arro e PAINT COLOR TO WTCH BUILDING GRACES ~ 9.) CONSULT CONVERSATION fNSPECTOk ON MAINTENANCE ATCH ANO FERTILIZATION AFTER PERMANENT COVER IS ESIABLISHEO.
M CONC. AT
CANE BOLT • APPLY; AGRICULTURAL LIMESTONE - 2 TONS/ ACRES (J TONS/
TREAIMENI ACRE IN CLAY SOILS)
U MPTR N C L U FERTILIIER - 1,000 IDs. /ACRE -10-10-10 SUPERPHOSPWIIE- 500 Ibs> /ACRE -20>< ANALYSIS
SHALLOW TYPE INTERMEDIATE TYPE ~4'X4'~ DEEP TYPE (5'X5'1 SCALE: N.T.S. MULCH -2 TANS /ACRE -SMALL GRAIN STRAW
(S FEET OR LESS IN DEPTH) (S FEET 10 20 FEET IN DEPTH) (OVER 20 FEET M OEPiH) ANOTHER - ASPHALT EMULSION 0 J00 GALS./ ACRE
~Jy,
STANDARD STEPS RpFpICED e...
. '~CONCREIEDSUIB 11' ON CENiFA ~ CONCRETE ~ • ~ ,SLAB W Y!
36' g" 48" e' CRASS W CRASS L
STANDARD _ STANDARD STEPS STEPS 16' Ord ~Cila11E~YW0 SEEDNG SCHEDIA.E N SEEON'IG SCHEDULE V J
18. ON CENTER CENTER J 12' 1Fi~D COURSE g' y~, (REVISED: 1-i-86 6' g' (REVISED: 1-1-86)
L ~ DisturtN:d areas witflin 100' Neuse River Buffer ~ . ,'r, ' ALTERNATE LAYING ~
ALTERNATE LAYING 1- DIRECTION CYERY 'a'~q, •ls~ 6'r DIRECTION EVERY THIRD COARSE " Shoulders, Side DKdres, Slopes (Max 3:1)
THIRD COURSE g•~ e• i:..'. r•; ~ ~ COMMON NAME SCIENTIFIC NAME PLANTING RATE DATE PLAN vlEw DATE 1YPE PLANIING RATE ~ O
FRAME• CRATE t HOOD " x ~ .E..r L
FRAME, GRATE rk MOOD ~ D•aT• FRAME, GRATE et H000 CDNSERVA110N SEEDMIX FOR BUFFER ENCROACHMENT, AS NOTED. SEEDMI% i PER D.O.T. STD. 8/0.030 PER D.O,T, STD. 810.030 (MARCH I- JUNE 30) Aug ' SEEDMI% 1 OUTSIDE FIEIA AREAS, AS NOTED. k•~ ~ ~ Ll' ~ ~ f3erroo Sail, ~gintorcement ' Install level) and flush ~
REINFORCED Nov ' Aug 15 - Nov t Toll Ftseut 300 Ibs/acre y ~ x N v 1 - Pipe or Ditch ~ mottin~ ,(PSRM), with natural ground. o Mor 1 TaII Feecue 300 Ibs/acre
CONCRETE SLAB REINFORCED iv i ~ Abruzr a 25 Ibs acre outlet i ~ /
. r CONCRETE STAB : z ~ • ~ Oats 501ba/acre Mor 1 g' ~ Mor 1 -Apr 15 Toll Faoue 300 Ibs/oat ! ~ ~ S Apr 15 -Jun 30 Hulled Common Bermudograss 25 Ibs/oen A ` k' ' A < ~
2g• Indiongroaa (Sorghoslrum nutons) Jlba%xr• g• NOi TO ExCEED 5' 4g' ~ 8O' OVER ZO' Big bluestem (Md?opogon Berardi) 216a/ove Jul 1 Jul i -Aug 15 Ton FgaN and 120 Ibs/oat ,
g" FROM S' TO 20' g, ~ iv h Little bluestem (Sthitochyrium seoporium) 11bs/acre •••Bro~rrtaP Millet 35 Ibs/ocn Q "•a Sorghum-Sudan Hybrids 30 Ibs/ocn
- m Switchgross (Ponicum virgatum) TIDs/acre W~ ~ W
L ~ , `4 m 3 ~ Eastern gomagroas (Tripsacum dactylaides) .!bc/ocrc IESPEDE111 Slops (3:1 to 2:1) Square Preformed - (1\ m'nx tYP~)
Weepin love rasa Er ~s curvulo 11bs oc•! 6 6 ~ r.'• ' Scour Hole (PSH) O Mor 1 -Jun 1 Sericeo lnpedezo (scarHied) 50 Ibs/an
J000 PSI CONCRETE ~ • Black- n R ki hirt 1 4!ba arc SLAB DETAIL eyed Suao (udbec a o) / / (Mor ~ (IKp Rap in ~ ~
SLAB DETAIL Ox-Mw suntlo.er (Heliopsis helianthoides) T/4tba /cae Partridge pea (Cassia fosciculote) 1/41ba /oue (Mor (Mar 1 -Apr 15) Add ToA Fpeue 120 Ibs/acre basin not shown ~ ; • \ } for clarity) ~ r ~ ~ , ~ ~V (Mar 1 -Jun 30) Or Add Weeping lovegross t0 Ibs/acre ~ ,Seed. with~fioti~e X B 90"
STAB TMCKNESS AND (Mor (Mar 1 -Jun 30) Or Add Hulled Common Berrnudogross 25 Ibs/sae grosses at; iri3t~llatiar~:
g• REINFORCEMENT FOR SLAB 11NCKiESS Alq ~ SOIL MID TRAFFIC RENFORCEMENT FOR 6' d 30" Jun 1 - Sep I •••ToM Ftxue and 120 Ibs/acre ~ ~ ~ u Milli t~ „'Bro.r?lop - e 35 Ibs/acre d~ 19"
64' lOADNG Br AN SOIL ANO 1RAFFIC Jg• a Sorghurn Sudan Hybrids 30 Ibs/oae
REVISIONS 28' ENpNEER ~ R~ BY AN ~g• Note: ~ T Native Worm Season Mixtures for spring plantings. Do not oppy nitrogen Sep 1 -Mar 1 Sericeo lesos0e:o (unhuMed-unsearifred) 70 Ibs/sae d~ and TaM escue t20 Ibs/acre
DATE DESCRIPTION sl• to warm season planting sues. 9ring fertility up to median Mrels for (Nov 1 (Nov 1 - Mor 1) Add Abrozzi Rye 25 Ibs/oars W 90"
Phosphorus and Potassium, Nq~; OvER e' IN DEPTH, 12' WALL 1?iICKNESS TO 6' FROM 1OP SECTION A-A
aF wAU AND e' BDTTOM sue SHAD BE usED. SiEEt i of 2 For Forbs anti Wildflowers plant premixed variety at o minimum ~Ibs/acre. ~;y Sia Pipe a Ditch DWG BY: BDM
STD. N0. Cons outlet Consult Consenotan Engineer a SoA Conservation Service For d PSRM CHK BY; TJG
1 \ n ~ ~ ~ ` l •i ~ ~ ~ ConsWt Conservation Engineer or Sal Conservation Service for addii J ~ A N additional information concerning other aKernolives fa vtgetation of
8.03 odddiorlol mformat~on concerning other oltematwes for vegetation of denu~ denuded arcos. The above vegetation roies ore those which do well under loco) denuded areas, The above regsloGan rotes ore those •hieh do welt under ~ b I~+,*wi v` local condition; other seeding role combinations on pas~k. B
local conditions; other seeding rote combirrotions are possible. liner. Gloss B dip Rop t' t•d' DaTE:
•••Te vegel •••Temporory - Rtseed according to optimum season fa desired permanent thick with Filter Fabric r t°`" 17 JUNE 02 vegelol'an. Do not olbw temporary cover to grow owr 12' in height before FES X32 n
mowi mowing, othenrise fescue may be shaded out. PREFORMED SCOUR HOLE ; ~
WITH pR 09 JUL 02 LEVELS FADER h~
SHALLOW TYPE= INTERMEDIATE TYPE (4'X4'1 DEEP TYPE (5'X5 (NO SCALE) :2~, 25 NOV 02
(5 FEET OR LESS IN DEPTH) (S FEET 10 20 FEET M DEPTH) (OVER 20 FEET N DEPTH) n
3`;27 JAN 03
- ~ rrttprl ~ ar<
REINFORCED S1EP5 18' iENFORCED ~ AaAL• easE ro GIAAC nE I'IICRCt[0 aAAAt AEA rnrcart ro M weO
CONCRETE SLAB ~ CQIIER CONCRETE 4 ' 36' Jg'- : b 1A ~ rrs>EAKn swr. Bf oElJlEAtta ~ rAOtEC1NE RACE N nK nEID. sesc ne numw•non AECUUllp15 w~ sus~cr ro n¢ cvbma w.hnwtE YEnON
. ~ 4g" A A ~ 8" 60' ~ 0°""'" K10"E°' PLAN VIEW
' STANDARD STANDARD ~ 4~ i STEPS 18' i" STEPS 18' ON .r..h RIPfBw
ON CENTER g' / CENTER 8' MIN. . ~ ~7~ ~O" ¢ m6 nt Soil_ ~einf6~Cemen~ Install level) and flush
~ r X i p R K with natural round. Pipe or Duch matt ~ ,(S M) f ~ g
- ~ outlei / ~ ~ - ^ TICC Pt'QttChON AfCB ~ Y w
L TW+rx aa~c. - - MIN. 6' WASHED MIN. 6' WASHED ~ • ~ /v - : o ~ ~ ~'K
STONE BEDDING STONE BEDDING / Do Not Enter a i A " ,
ISOMETRIC vlE AM ,CRATE 8 HOOP FRAME, GRATE 8t HOOD MIN. 6' WASHED PER D.O.T. STD. 810.030 PER D.O.T. SiD. 840.030 GRA7E 3 F1000 STONE REDOING IsoMnRlc r~ ~ , SIGN OETAtI
pER D.O,T. STD. B10.OJC ~ „ ~e r ~ reorc: su Aonx yy
REINFORCED ~ PU41 rro sw~cnc au Olerrp[. ur A[ssuwr, rArr-msAt sno~oru Square Preformed m~
CONCRETE SLAL~ REINFORCED - = V rosy wr w oniaA r at rer. Y rar JOE r'°w• r P H (i ~ fYP ) or, o~ oA ~.u Anr srau Scou Hole (5) k , x `<~c~y^ is I .
28" .`-YB~.. CONCRETE SLAB i • ' NOT TO EXCEED S' • - . • w (R'ro Rap in ih s doc~:?~ N ' the
B" ' 48' .s 60' MIN. 6" OVER 20' 5' O.C. A1Ax. Darin rpl shown d°sigr, are I c GE:~L; ~f I`-"'1 fa clarity) ,x, ~ttlf,Q~'7t~~'i IIE._cipfi F'~t1
• g. ! FROM S' TO 20' MIN. V • ~ ~ 8' MIN, w • Aa.tM aalnll - $e wit atiwe' ~ 45" h e~ f, B An refroriuctit» without. o e! in3t Uatro : Y u. ~
; MIN. a.•.. ~ x arE •.M ~ • MlrOrr pVM p~ • MIN. 6" WASHED ~ by a ~ , ~ d 15" prior wrltte~~i ::onsen! ~s prrh f,;~F,d PUN l~\ X
T f STONE BEDDING 1- .l.S,:-:; z#i.•~=' d d, 12"
•r •r ~ • 1 • Jwq scol?d for E~t24 pit,ts
1, CONCRETE SHALL BE 4000 P51 MIN, FOR ALL PRECAST MIN, 6" WASHED starE p a CONCRETE CATCH BASINS, S10NE BEDDING \ Pillar tilpriai ~ ,;;n; dr oar[ o fr ~ . = suel~oc w 45"
2.PRECAS7 CONCRETE STRUCTURES MAY ONLY BE PiSTALLEO I `MM. 6' wAStEO SECTION A-A TO DEPTHS CERTIFIED AS ACCEPTABLE BY THE S~AB DETAIL SLAB DETAIL STOLE BEDDING SECTION A-A
liQffS , MANUfAC1URER, ~ AoP11DPIMtiE aO~IR[ ~ J,"WAFFLE' BOxES ARE ACCEPTABLE FOR SHALLOW TYPE SUB THICKNESS AND ~;y w, 48" DETAILS Si Pipe a Ditch
CATCH BASINS. 6' REINFORCEMENT i0R 8' SLAB iHlf](NESS AND I, la la tM kipth of tM rlprap pOran. ~ SECTION A-A TREE PROTECTION FENCE auilet SECTIpi A-A NTS d PSRM
REVISIONS gD" SOIL AND TRAFFIC J8' REINFORCEMENT FOR ~5: 2. d • t,S IMnaa IM ngama.n storN OlpnKter bul 9EE APpa>MMTC SaE01AF f011 OaENIWIE GATE DESCRIPTION 28' LOADING BY AN 72' SOIL AND TRAFFIC ~ r~ A p~pyp~ Filter Monltet
- , _ .
LL__! LMAMILLn UAKMCT M ENGINEER 1. %Me= aaWS to K MAoE Or DIPENUL WEA14I0101Y MWOWL JOB CODE: ECSSC
J. M .Mil-Oefnied extend the apron up the 1. Lo is the knglh of the r4wop, Won. 60' channel bong to on dera6on of 6' above the 2 d - 1.5 than the nailrtwnr slorre dlornete L Lunn NX TO K Y mW Wm^ away acw we VAM ra arMID. B V tuck izWw n skm Aom~ter bul y ~ AM TO K PL4= NO GMAmt *M 2y ~ ~ liner; Cbas_ Rip Rap ~.~r
SHEET 2 OF 2 moxfmwn tafwoter depth or to the lop of the not less than 6' bank which ever b kss. I. PUCE say Ar rear ENO a LKM 114E PrrmECna, 11iA Ao 29W OM 001110 WKWEX !Lthick with Filter Fabric '1 1pt1c DRAWING NUMBER S FM MEE P M IM AWM NESS DM WO' M PcarErar, PRMM ro UM TWO OK SM FES M3
STD. N0. filter W a tier lob fe ehad J. A rater bkmW or finer Uhk should be In:toted bN.e the et to and should be r hlrie Ma1Nld be W TWEE ~ ~ POM NO TIOWUM rt IM OF tt PREFORMED SCOUR HOLE 9rOp OW Ma foundoNOn. SL n001710111ft SKM wy E nEGUEa ER TOWN OF CAWr E110" COMMIX WPM OM aW WITH LEVEL SPREADER
foundation. installed between the riprap oed !roil foundol PRECST CONCRETE CATCH BASIN A riprop sal 8.03 (NO SCALE)
PIPE CULVERT OUTLET PROTECTION FOR DEFINED CHANNEL PIPE OUTLET TO FLAT AREA - r 10 FLAT AREA - NO WELL DEFINED CHANNEL ea1E¢ IIEID CONar10N5. SITE
705