20001449 Ver 2_More Info Received_20100423

Page 1 of 1
LandDesip-
TRANSMITTAL
223 North Graham Street, Charlotte, NC 28202
V: 704.333.0325 F: 704.332.3246
DATE: 4/22/2010
PROJECT NAME: 1005018 CATAWBA HILLS-VILLAGE D-TOWNHOME
PARCEL
TO: Annette Lucas ([e-mail])
FROM: Rob Keidel
[e-mail]
cc
PROJECT #: 1005018

J
APR u 3 ?? 9J
wEP-l" csAAll5?M, a a+ OF,41 ti
WE ARE SENDING: Catawba Hills Village D Phasing
VIA: Second Day
PURPOSE: For your approval
NOTES:
Annette,
Included you will find the requested full-size plan sheets of the Catawba Hills Village D development phasing plan, including
existing topo, proposed topo, and drainage areas. I have also included the original sealed drainage area map for your
reference.
If you have any questions, please feel free to give Matt Roper or myself a call.
Thanks,
Rob Keidel, El
Manager
LandDesign I Charlotte NC
223 North Graham Street, Charlotte, NC 28202
V: 704.376.7777 1 F: 704.332.3246
If this document was delivered via FAX, the accompanying transmission contains confidential information intended only for the use of the individual of the entity named above. If you are not the intended recipient, you are
hereby notified that any disclosure, copying, distribution or the taking of any action in reliance on the contents of this facsimile information is strictly prohibited. If you have received this FAX in error, please immediately notify
us by telephone to arrange for disposition or return of the documents to us.
Charlotte NC
Washington DC Tampa FL Asheville NC Pinehurst NC Charlotte NC Nashville TN Beijing PRC
about:blank 4/22/2010
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' ~ ® 167 \ , / ; \ ~ i I I ~ I
e ~ ~ ~ ~ i. TOPOGRAPHIC INFORMATION SHOWN PROVIDED BY AERO-DYNAMICS, INC.
l r ' 1 , " t, 2. GRADING SHOWN INDICATES FINISHED GRADES WITHIN STREET RIGHTAF-WAY. LOT
' ~ 1~7 6 \ ' GRADING REFLECTS APPROXIMATE LOT GRADING AND BUILDING PAD ELEVATIONS PAOVIDED N ' \ ~ ~ I N
w ~ FOR SITE MASS GRADING DIRECTION AND PROJECT EARTHWORK QUANTITIES. FINE GRADING ~ \ e \ INCLUDING SPECIFIC FINISHED FLOOR ELEVATIONS AND LOT DRAINAGE, SHALL BE DIRECTED BY ~ U
/ 1 ~ ® ~ I~~ ®v°:y i ~ v \ ~ .,~;;r ~ ~ \ ® 250 / ~ \ \ i j ~ THE BUILDER OR PER A FINE GRADING STUDY PROVIDED BY THE PROPERTY DEVELOPER. ~ ~ Z ~o
i ~ 3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCH MARK WHICH MUST BE VERIFIED BY THE ~ m ~ , r ` , w,~; GENERAL CONTRACTOR PRIOR TO GROUND BREAKING. 0 cv
` ®e, 414 / ® 'ti~:. / / / \ \ \ r ~ ~ ~ 4. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES. ~ m
, .w \ ( ~ ~ 5. REFER TO SOILS ENGINEERING RECOMMENDATIONS FOR DIRECTION ON FILL COMPACTION U o ~ AND ANY STRUCTURAL CONSIDERATIONS. UNLESS OTHERWISE NOTED, FILL SHALL BE / / I ~ J r' \ COMPACTED TO 95% A:aS.H.O. STANDARD COMPACTION. ` ~ n E •
/ ~ / / r.- / yt;.,
' .F FER / ~ ~ ~ b. PERMANENT CUT AND FILL SLOPES PLACED ON A SUITABLE FOUNDATION SHALL BE v u' 0 / / / \ ~ ~ f ` \ CONSTRUCTED AT 3:1 (HORIZONTAL TO VERTICAL} OR FLATTER. PERMANENT SLOPES OF 3:1 v, N
V , , ~r ~ ~ y SHALL BE CONSTRUCTED WHERE MOWING IS DESIRABLE E M ~
~ , ~ , ' / / / \ ~ ~ 7. SITE CONTRACTOR SHALL PROTECT ALL TAEES AND VEGETATION INDICATED TO REMAIN, s M p / / ~F24S j ~ CRx: ~ ' ~ AND MAINTAIN ALL TREE PROTECTION BARRICADES. L° M c
% ~ ~ L, 8. PROPOSED CONTOURS IN ROADS REFLECTS FINISHED GRADES INCLUDING ASPHALT. REFER TO ~ ~ ~ / ~ ` j ' P E WATER SURFApE PAVEMENT LROSS-SECTION DATA TO ESTABLISH CORRECT SUB-EASE OR AGGREGATE BASE Z o J
' r . 1$ ~ ~ ~ ~ ~ / / ~ P 5T WAZ{_R SURF{sCl n ' _ J , ? COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT. REFER TO ROADWAY PROFILE M
~ 171 / ~ , ~ 0.91 ® ~ ~ ~ - . ~ ~ ~ , \--//G ~ ~ ` \ FPE ~3 , N C SHEETS FOR DIRECTION ON ACTUAL GRADING REQUIREMENTS WITHIN CROSS-SECTION OF ~ ~ N 1
.!iii /r,•' ~ / , ACRES \ \ ~ \ ~ , ~ " - ~ ~ ' " ~ PROPOSEDSTREETS. \ ` 17 P.~E WATC~SURF~C 4. LIMITS OF CLEARING SHOWN ARE BASED ON CUT ~ FILL SLOPES AND OTHER GRADING
- ' P . \ . ~ ~ F ~~AEI REQUIREMENTS AND ARE APPROXIMATE. ACTUAL LIMITS SHALL BE STAKED BASED ON FINE
a~ l ~ S WATER P\ GRADING REQUIREMENTS OF LOTS OR ROADWAY GRADE AND CROSS-SECTION REQUIREMENTS. _ ~ I ~ I0. ANY GRADING BEYOND THE APPROVED LIMITS OF CONSTRUTION 1S SUBJECT TO A FINE.
/ ~ ~ , .u,, : _ . _ DER ST TI _ ~ ,w • y ~ ~lNUluu~~~r " t_ -T _ _ - ~ - ~ I I I. STABLIZATION 1S THE BEST FORM OF EROSION CONTAOL TEMPORARY SEEDING IS NECESSARY ~~`~pE SI~,y`'rr, - ` ~r~= TO ACHIEVE EROSION CONTROL ON DENUDED AREAS AND ESPECIALLY WHEN THE
/ 1'~-_.~ - ; 1 ~ L;~ y CONSTRUCTION SEQUENCE REQUIRES IT. ALL GRADED SLOPES SHALL BE SEEDED OR LANDSCAPED y~'•° ~ , ° J
T ~ t ~ ~ 7e WITHIN 30 DAYS OF COMPLETION OF GRADING. ALL REMAINING AREAS SHALL BE SEEDED WITHIN ' CORPORATE : 45 DAYS.
li i ~ ~ ~ / ~ -i SIG Ca 1 U ~ _ i n ~ - _ , _ ~ ~ ~ , ~ ~ i- 12. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS INDICATED ONT THE _ t -
~ _ ~ i , _ • _ - _ ' ~ ~ - ~ EROSION CONTROL PLAN. NO DEVICE SHALL BE REMOVED UNTIL THE SITE IS STABILIZED.
, It - ~ ~ ~ .r~,, RK: i i I3, CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING GRADE •'„~y~: ~ " - - ~ ~ ` ~ ~ ` 14. GRADING MORE THAN I ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT y~
~ ~ y' E iNATER S~Ui~F / ~ ' , ~R ~ TO A FINE. 'irr~1'~'"' • ~
:3// ~ r. 174 ~ ~ ~ / ~ ~ ~ / ( ,o -~1 ~ ° f~ 15. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE ATALL CUL•DE-SACS AND INTERSECTIONS. rry'~~I~IC Ag~~~` \ ~ ( ~ j "+e . ib. THE CONTRACTOR SHALL IMMEDIATELY REPORTTO OWNERAND ENGINEERANY
' ~ ~f/ / . b ~ ~ b~ \ 244 ~ .rd bb b5 by / ~ / ~ / - . ~''J I /f - - = ~ ~ T 1 {I DISCAEPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION
..,.ur f \ 1. - / ~ / ~ / / M. ~ ~ ~'d'' ~ i DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. ~ ~ ~ ~ y g llllunul I ~ / _ - - I' ~ , ~ 17. ON-SITE BURIAL PITS REQUIRE AN ON•SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ~ ~ ~ r
: : / i / ® ~ / - ADMINISTRATOR. ® . , ` ~
/ 175. - ` / ~ . b5 \ / ~ 24 / / i' ~ ~ / > ~ ~ " \ i IB. REFER TO SITE PLAN FOR ADDTIONAL NOTES. ~ ~ 04~° 'E. si
lr ,s f` / ~ I , :246 / , ,,rT Asa 0.63. ~ \ ! / ~ / °247 n
-~/J~ ~ s 21164 r `
® / ACRES
/ / - ® 1 . '`i ~ 0.94 - , ;176 _ _ 65 f \ \ / ~ ~ ~J 1~. ~ ~ 9 FNGINEE~.O~~`: ' ,~jj.°',°....
, , , bye. / ~ cB-2 . ACRES - r , _..y.. \ cB- _ o ~ ~ %r I1V W, ~I I . ~ J., ~ /ERK - ~ rrr~IIIIIIIIlN11 ~`~V
, b FF~q~ \ 'b50 i A ~ / ~>bb / d` ~ \ ~ ~ \ ~ / ~ r`~ PRE WATER SURFAI ~ 4~
, \ > , / _ , ` POST WATER SUREI C-!~ FPE:
~ ~ ~ ~ a~ h _ - ~ ~ ® ~ ° ~ t ~ cRK 1 ~`T®RM ®RAINACAE A>N® BEVEL®P~AENTe4L N~1~S
\ , ` b~ / / / CRES ~ ~ ~ 7 / / , ! P~Ef WATER SURF ~ - ~ .,POST WATER SUF
, 8.27 \ -69°`"'_ ~ 1, \ ~ ,r', bb g~cp / 648 grm \ ACRES / / ~ ' `"FPf 1. ALL CONSTRUCTION SHALL BE IN ACCQRDANCE WITH CITY OF GASTONIA STANDARD
7 1:77 ~ 5qg _ \ i Df-3 _ . , ~ , ~ r~. ~ ~ ~ ~ ~ SPECIFICATIONS AND STANDARD DETAILS.
r, 'r ° / \ Qy`,`" .0.21 / % ' ~ / ~ 636 \r ` . . \ ~ ~ _ _ k$ - ` 2. DRAINAGE DESIGN BASED ON RATIONAL METHOD.., , ® / 1~Po ` / ' ~ FY 88#~~ 3. MINIMUM COVER ON STORM DRAIN PIPE TO BE 2.0 FEET (UNLESS NOTED).
r " A R / / ~ \ ~ ~ ® j r u' 4. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE:
FF' S° ® ~ ° ' S. RIM ELEVATIONS SHOWN ARE APPROXIMATE. UNLESS OTHERWISE NOTED, RIM ELEVATIONS , _ - _
i ~ ®j ~ / r ~ SHALL MATCH PROPOSED GRADE ELEVATION.
_ „ r 'a ' J J f _ ~ / r 6. ALL WORK AND MATERIALS SHALL CONFORM TO LATEST EDITION OF THE NCDOT
I; ~ ~ ~ CRS p~ ~p ~ ` r . "';d 65 ~`a j " "j ~ ' i~ ~ Y X50 , , 46 ~ ~ " . STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED.
, ~ /5- ' " " 7. ALL TRENCHES SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER PIPE
' ~ r C&29 ~ `~j. '2 ~ ~ r ~ ,F ,..Q _ i : f ~ , / t IS LAID. THE FILL AROUND PIPES.SHAIL BE PLACED IN LAYERS NOT TO EXCEED SIX(b) INCHES ~ ~ ! ! ~ ~ ,j: °,C({E$ ~ ~ ~ ~ ~ AND EACH LAYER SHALL BE COMPACTED.
i f _ '1 .~'~i/ r. 8. NO WATER SHALL BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS $ ,'r..,j" - ~`-a` ~ "BEEN PLACED.
~ , _ 4 , r A. ~ i ® 1 , \ ; = / \ + d ~ s~4
® - \ ~ , yti t ~ ~ ~ 9. ALL PIPE SHALL BE MINIMUM CLASS IB REINFORCED CONCRETE PIPE UNLESS OTHERWISE NOTED. ~ r ~ ' i ~ y3A ~ ' ~T F'R < ~ 10. ALL CONCRETE SHALL BE 3600 PSI.
\ / 5 ~ \ ' -0.25 ~ CB_I ~ ~ sG 1 / ~ ` ~S~, ~/l ~ . I I I . MINIMUM GRADE OF STORM DRAIN PIPE TO BE 0.5%.
_ A S ' A : r 9 12. MAXIMUM GRADE OF STORM DRAIN PIPE TO BE 15.0%.
- \ ~ i .
/f' ~ i / \ \ / \"1 t > ~ - - w 9 c~ ^ "ice'/' f ~ d ~ ~ ~ r sa~~~7 ~ ~ 13. CONTRACTOR(S) CONSTRUCTING IMPROVEMENTS SHALL BE FULLY RESPONSIBLE FOR > Q ~ , / COMPLIANCE WITH GOVERNING ORDINANCES AS INTERPRETED BY THE CITY OF GASTONIA,
D1 / ~ ' ~ o a~`' - ~ ; / ® ? 0.14 / cB~b ENGINEERING DIVISION. ' ~ ~ ~ ~ ~ _ ~ 6SS 20 XIS' 5,. N f h~ 14. CONTRACTOR(S) CONSTRUCTING IMPROVEMENTS SHALL BE FULLY RESPONSIBLE FOR
~ _ - ~ - 3b ' - \ AC E , _ _ , y ; , ~ / ~ - - y\ 'HERE F F ~ s , `,j~ f / ~o ~ ~ / `'o REQUESTING LOCATION FROM THE PROPER PARTY, OF EXISTING UTILITIES PRIOR TO THE
, b 4, , F , ~ ~ ,ey f ~ u.. ~F ~ _ COMMENCEMENT OF CONSTRUCTION.
i i ~ - 0 - ~ 35 \ ® 0.03 , _ a ~ r z - ' f E NOT IN A CE ~ 15. THE CITY OF GASTONIA ENG VEERING DIVISION SHALL B IFIED 24 HOURS DVAN ~ ej° r;' / OF THE COMMENCEMENT OF CONSTRUCTION ACTIVITY.
_ . , ~ . „ / , r , ~ ~ - -'RES 'a' ' / - - `ACRES \ ~ i % ~o vA I b. ALL FLARED END SECTIONS SHALL HAVE RIP-RAP.
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_ - - ACRES ,,i \ W . g ~ - - / \ r / • , ' ~ 3 IOFILL SLOPE -INSTALL 17. PSDE DENOTES PERMANENT STORM DRAINAGE EASEMENT. "
A''~ ® FF'~,9 Vi li / ® V CB'9 ni-. i.-, / .23 ~19~a W , . . ; ~ f~~ ; ~ ~ , , ~,1 v v / v ~ / CRES , ' ' - TEMPORARY PROTECTION ~ .f ~ i8. ALL PROPOSED DRAINAGE STRUCTURES SHALL BE OF BRICK CONSTRUCTION. x' / ~ < MATERIAL S 150 PER NAG ~ 19. EXISTING GROUND CONTOURS SHOWN ARE FROM AERIAL TOPOGRAPHY. FES INVERTS
/ \ , ~ ~ - A - ~ \ ' > _ / , ~ OR EQUAL PER MFG. SPECS. , ~ SHOWN ON THE PLANS MAY HAVE TO BE ADJUSTED TO MEET FIELD CONDITIONS.
1 \ / ' / , ~ ~ (TYPICAL) _ - .
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_ ~ ~ 1 , ' ® 1s, '8 i i j,, ~ ~ i%\ mac, 6 yti' / 1 \ ® gg t I , : ® cd ~t~ ~ ~ SEE C-4 FOR DETAILS ~ ~
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r ~ ~ ~ / ETLAND #2 a , i ;
'i. x N.. - ~ ' '~o ~ / ti / / ~ ~ ~ ® CIO,#I / _ i , ~ rk ~ STREET RIGHT OF WAY LINE ~ r d tl~'~~~ ~ ~ ~
, ll~ ~ F~. b ~ 0.25 - - ' _ ' r'"~ 1. . - y - - _ 1 ;a `k1 G~~ 6 , ''g.. t~P ~ I8 ` ~ 3 / a~ ~ / ~ ~ ~ S. ~ ` ~'R~C ' ~ ~ ~ 24" VALLEY CURB & GUTTER ~ ' ~ 0 ' ~ ~ r of Q O O / ST qT ~ ~ f ' i ~ , ~ ~ ~ ~ -
~ .s ?6 _ ~ ACR ; a / 63.- ~FE 2 / / = q3 Q i T i'~ a~ ! , is + ;i g ~16 ~F ~ ~ Q / t' 6 \ ~ Q yP ~ ~ F _ ~ ryq F ; ~ ~-e--~-- DRAINAGE DITCH ~ ~ ~ ~
C " . ' \ ' ~ \ ' Q << b a ~ 0.42 I ~S ~ ~ R \R~'q~~ ' ' _ CONCRETE SIDEVVALK ~ ~
l ~ .m . C, ~ ~ ~ s ~ . ~ 1 ACRES , ~ .a~~ ? : ~~L ® 6 ~ 0.02 ~ ~ ~ : r / pF ~ cF s~~:~ _~®CREEK CENTERLINE ~ I E3~Fd7FiE You DIC~I
t ~ - ~ ~ " ~ ~ ~ ti ~ CRS ® ~ ~ ~ ~ ~ / kr ~ ~ ' ll_ ~ . ~ ~B~~~F~ - 50' BUFFER LINE ~AloL 1-~®t5-632-4s~ N.G. ~I'BN"~ ~ LAWII~l1•ER
4 " ~ 632 ® A s ~ r'` f l;~ ' / f : ® SETBACKS
, ~ r~~ 630 , ~ ~ i ~ ~ ~ ~ / p / FPE 668.0 FLOOD PROTECTION ELEVATION P 1 SAL ' ° N ~ o
_ M1 . NOTE• / c,I ~ F SOS ~
. E d ^ R 3:1 FILL SLOPE -INSTALL ~,;r o ,r _ . ;e ~ t„b/,:~:.~. X16 I ~ e_--^'"""'_. T[MDf1DADV DDl1TC(`TI(1A1 ' ' \ :~~`L •~P :•~f' / ~i ~ ~ GDUE GENERAL DRAINAGE & UTILITY EASEMENT o ~ m ~ 0 0 / / ',J'~ 50 0 50 100 150 ~ m ~ -
..i „ DRAINAGEAREA BOUNDARY- i I I_ I I __-A n Y =1 ~ _
u i 0z LLI •
Y OF GASTONIA ! ,`t MATERIAL S 150 PER NAG CI tr N CONSERVATION EASEMENT ' ~p \ {T ORE UAL PER MFG. SPECS. D.A. DRAINAGE AREA (ACRES) ! w 3 U m w 1 60 I Nano
i ROM PROPERTY LINE OR (TYPICAL) Yu ~0 000Y~n~ ~
, 50' MIN. FROM TOP OF BANK .r