20020367 Ver 1_MAPS_20020308

~
_ ZDOG
/ / 11' TRAVEL LANE, 4' BIKE LANE, AND SEE TYPICAL ROADWAY SECTION
100' TAPER ~'2'6=CURB AND GUTTER = 17.50 THiS SHEET FOR SUGAR CREEK ROAD IMPROVEMENTS _ OWNER TO INSTALL CURB AND GUTTER AND STORM DRAINAGE ~ , j ~ ~ ,
~ _ ~ ~ CDOT TO PROVIDE~INSTALL PAVEMENT AND MARKINGS. - NUNTERSVILLE
cv - _ ~ , SEE DETAIL THIS SHEET. H
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TYPE II COMMERCIAL DROP ODR>~ DRIVEWAY w ~ ~ 355.97 _ ~ / _ ~ - ~r_SEE.p~iLDS DTL. 10.258 1 ~ ~ _ ~ ~ ~p
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2 _ - 4 ` ^ a ~ _ o n
~ ~ ~ 4 0 PLANT STRIP TYP - _ _ ~i ~o w o
~ _ ~ 5'-0" CONC. SIDEWALK WITH ~ o I ~W ' CAST IN PLACE RETAINING WALL (REF. TO SHEET CV3A). 10.31 _ - , n a ~ ~ SITE
2 ~ ~ HC RAMP, TYP. SEE CMLDS DTL: 10.31 O - _ o ~ ~ 2'-6" CURB AND GUTTER, TYP. i „ WALL DESIGN BY OTHERS, PLANS AND DETAILS MUST BE ~ o Q ~ W ry.~..,,. ~ SIGNED AND SEALED BY PROFESSIONAL ENGINEER. PLANS a c~ ~ n ~ w DAVID COX ROAD ~ ~ n
- - i' ~ _ o ~ ~:.m 3 _ - ~ . -~__d~lJS7..BE..SllBM1TTED.~.4ND.~,°P~ROVE13 ~~Bl'~1TY=r'~NGINEE~tING ~ s ~ ~ 1$00 Camden Road
o , r - _ - o S., E III DRl'VEWAY.._.SEE CMLDS DTL, 10,28 ~ PRIOR TO CONSTRUCTION. z ~ ~ Suite 103 DTL, 10,28 2' MIN. PLANT STRIP Q
_ - - - ` ~ ' ' ~ 10x70 SIGHT TRI, TYP. 13.50' ~ " . o ~ ~ Charlo~ae, NC 28203 -.w...~ o
H ~ w. ~ - - - _ J ~ ETgq 35x3~-SI6liI. TRI, TYP. . ~ ~ CK ~ 13.50' I HT TRI TYP. l END CURB, GUTTER, AND n Tel [phone]
_ _ v ~ END CURB GUTTER AND _ 10x70 S G , -.__.51DEW,ALK AT: PROP. CORNER Fax [phone] _ 100' TAPER L.
U ` ~ SIDEWALK AT PROPERTY g 50 W.T. HARRIS BLVD. ~ PROPOSED GUARDRAIL; SEE NCDOT ROADWAY j ~
Z LIMITS. ~(P• , r ~ ~ \ _ _ _ 35x35 SIGHT TRI, TYP.-~-- w T A GS 862.01 AND 862.02 S,ANDARD DR WIN # # _ _ R/w
~ ~ CURB TRANSITION FROM 2 6 CURB AND GU E o _ .5 ..1.50,. I fQR PLACEMENT ANO INSTALLATION DETAILS_ -
U TO 1 6 CURB AND GUTTER, TYP. BEGIN CURB - 1~~. ~ 1`URALISTOCBIDD1tiGGE'~F.RALCONTRACTORS,GOTO ` kx
` AT 50' SETBACK. SEE DETAIL 15/CV6.3 12. ' ~ 6;Of 0 i ROXIMATE LOCATION OF WALL .56, APP WWW,b1C111St,WS . R ~ TRANSITION FROM CAST IN PLACE WALL VICINITY MAP NTS
~ 12,2 12:5' _ _ \ TO MODULAR BLOCK WALL. REFER TO 0~ EF~F~CI - ~
~ r 12.'0' g.yp 5 ~?OE , ~1C6~.,, N _ ~ RETAINING WALL PLANS BY OTHERS,
. _ 1 ~ ~ . 12.5' ,~WgLK , Y, - ~ $~-WALK _ ~ . REFERENCE TOPOGRAPHICAL SURVEY PREPARED BY ESP ASSOCIATES,
r (.1 e P W SEE SHEET CV5.0 FOR ~ ~cc ~ 12245 NATIONS FORD ROAD, SUITE 401, PINEVILLE, NC, 28134,
w ~ Lig 12.5' ~ BUFFER PLANTING ~ 704-504-1437, DATED 9-25-01, REVISED 12-11-01.
U , L32 ~ , f~:, ~ L3 8 ,EQ S ~
~ 1, 1Yp « 24.0' ~ w o 2. ~ ~ ~~w i
9 G.ui ~ ' (m E . p• _ A LEGEND L34 \ ~ 0., ~
8 .0' o s cn \ 6 & Q P \ - ~ ~ YMBOL DETAIL Land Planning
~ ~~s 9 Q S 810p 1 ~ 2. 0 9.0 7 , I ~ ~ Lands~a e Artkite~ture 19.0' A ~ - A
~ ~ yw 7 Q. A - ~ Civi! Engineering 0 ~ PROPOSED 5' SIDEWALK CMLDS #10.22 Urban Design
/ ~ r _ Z LiT « to ~0 ~ ~ ~
Lib ~ ~ / MODULAR BLOCK RETAI WALL,, ~ , ~ 5.5 TYP. REFERENCE SHEET CV . 112 South Tryon Street
cn ~ _ e FUTURE R ' ~ DESIGNED BY OTHERS ~ Suite 300
r ~ , y a ALIGN WALKS WITH. DOORS i .-ALIGN WALKS 222' - Char!oite, North ~~aroiina 28284 WITH. DOORS (TYP.) ~ , I AP P CMLDS 10.31 Te1704.376. 1>>5 ~ - ; ~ BOARDWALK. DESK. BY OTHERS. PROPOSED HAND C RAM #
o ~ ~ ~ ~ OUTPARCEL - ~ ~ ~ CMLDS #10.32 Fax [phone]
~ t ~ g eQ S I /,rn , .N ~ www.r~(ejen¢ststa~e.~om
z . p', r ~ ~ ~ ~ w « t BOLLARDS TYP. 99 \ , ~-CONCRETE DUMPSTER PAD ~ SEE DTLS. 2/CV6.1 AND 3/CV6.1 e~~~~nr"nrrrhy~
' 8 ~ ~v } ALIGN CUT-OUTS WITH ~ ~---_x:_16 EQ.SP„ FACE OF COLUMN fH 0• a H PROPOSED HANDICAP SPACE 7/CV6.1 Y '~i~
U ~ ~ ~ w 4.5 PPE AR a \ ~ , ?QSC Cyr ~ ,
c~i~ '4 EE_L'STOfS~ a ) BLDG. CANOPY, TIP. 0 ~ \ HEAVY DUTY PAVEMENT, r 9 E . P - (4 TOTAL} TAPER CURB ra ~ ~ ~.Q_ \ h o C , PROPOSED DEED RESTRICTED ? a C-103
c~ ~ TYPICAL ~rn - 8 ,0' a ~ ~ ~ ,10.p0' y ~ ~ ' , ~ 8ff DTL 3ICY6.3 FOR PAVByBti PAVByBti m , ti \ ~9 CONSERVATION AREA. COORDINATE ; W ^ ; =
/ ~ R CENTER 5' WALK IN ~ P' QN \ o WITH OWNER FOR RECORDA110N. Hy PROPOSE[! HANDICAP VAN SPACE 7/CV6.1 ~ °'.,Y~~ ago
- 14' ISLAND. 9 ~ ny H C.~ / ~ ~ , ro 9 } 5' WIDE PAINTED CROSSWALK FROM 20.7' : ` s
/ END WALK AND ALIGN HC L14 « ~ cn Nv ~ 1p~ ro' CURVE TABLE H HC SPACES TO STORE, TYP. )SSWALK FROM ~ - 25.5' CLEAR \ ~ ~,~/Ij~'°" , E. TYP, ~,~qr 7 &1~~~0 6'xT CONC. \ 5 p0 rnnuu
0 N~, CHORD / RAMP WITH ISLAND HC RAMP L1 CURVE LENGTH RADIUS DELTA TANGENT BEARI_ 16 EQ`''~ 5 « 9' g,g~ a; CONCRETE DL F, TRANSFORMER 1 ~ i:r ` ~ CONCRETE DUMPSTER FORMER PAD \
C1 20.49 50.00 23'28'49" 10.39 N67'22 20,35 ~ / LIGHT DUTY PAVEMENT, ~ ~ ~ SP, = 74~~~ 4 ~ ® PAD. SEE D' .5 t 4 REF, ARCH. P PAD. SEE DTL. 2 CV6.1 ~ ~ ~ ~ PPOPOSL~' HANDICAP SIGN CMLDS #50.10A, B, C
'0.49 50.00 ^ ' a" 10.39 ?^'•~~"E 20,35 ~Q/ TYPICAL ~ ' I I ~ ~ I i C2 ~3 ~8 4., 867 << _ ~ I ~ , I I ~ w fh 9,5' v r- SCREEN WALL REF, ARCH. PLAN FOR I w 5p ~ ~ SCREEN WALL. ~ %A9 D[' " i', ! \ ~
M 1 1 12.00 a' 16.97 I I ' C3 8.85 2.00 90'00'00 51038 _ E ~ m 5' WALK, TYP. p w 9' S. ' W BOLLARD, TYP. \ ~ r".
C4 54.98 35.00 ' 0'00" 35.OG S79'21'a''~W 49.50 .5 ~ W BOLLARD, TYf 90 0 / ~ _ U N ~ ' ° I i ~ ~ } 'CONCRETE WALK ~ C HEAVY DUTY HEAVY DUTY \
r FUTURE I i, ~ ~.J ~ ~ CONCRETE 11 z / ~ \ ~ S~ PROPOSED STOP SIGN SEE NOTE 7 THIS SHEET CONCRETE 11/CV6.1 ~ \ ~
r~, _ , - r,. , ~UTPQRCEL ! , ~ ~ RAMP. REF. . ~ ~-1~, I , ~ I ~ m RAMP. REF. \ ' 0 ~
~ ~ ~ L1z « R ARCH. DWGS: CURB FLUSH WITH PAVEMENT / N ~ ARCH. DWGS. \ NEW 35' SETBACK r
I ~ - ~ ~ L13 ADJACENT TO FOCD LION FRONTAGE I , PENDING ABANDONMENT OF ItSOarplacetoimproveyours ITAGE ~ ~ ~
.n, - g E • p ~ HC RAMP. REF. ARCH, PLAZA PLAN PLAN ~ ~ ° ~ V CHESHIRE ROAD ROW, ~ HEA, E~~iTY CONCRETE 11/CV6.1 125Scale bark Road ~ NEW ROW PENDING y
. I r 2 ' ~ ~ TAPER CURB g LOADING DOC _ ~ E • P ~ (2) 6" P.ISERS REF. ARCH. C ` \ ABANDONMENT OF Charlotte, North CaroGna28209 r-LOADING DOCK/RAMP 1
/ z'0 1) 15" TREAD , " i I BOLLARDS, T REF. ARCH. DWGS. \ CHESHIRE ROAD 704.561.5297 ~ L38 \ ~ BOLLARDS TYP. \ '
x l , ~ ~ ~ ! ~ ~ \ H AVY , 1T IT MIN ONCRETE 15A CV6.0 11r ~~ce
' CURB TRANSITION FROM 2 6 CURB AND GUTTER , 1L TIE PROPOSED ~ / TO 1'6" CURB AND GUTTER, TYP. AT POINT OF ~ I ~ 10 L11 E Dl Y B U OUS C l e / e 37,49 w ~ ~ , y
SIDEWALK INTO TANGENCY. SEE DETAIL 15 CV6.3 ~ I ~ « 6' ~ EXISTING WALK ~ / ~ N y 1 Charlotte, NC 1
Q ~ / ~ « r APPROX. / 4'-0" PLANT STRIP ~ ~ ' L40,, . _ 113 \ ~ 1
R LOCATION f ti ~ ~ ~ w~ ~ ~w OF EXISTING; 4-0 CONC. SIDEWALK ~ + ~ ~ U ~ M:42 42 1 ~ JGHT DUTY BITUMINOUS CONCRETE 15B/CV6.0 L ~ ,
~ ~ I ~ SIDEWALK N ! , CONCRETE.. DU AD ~ ~ ; , ~ x35 SIGHT TRI, TYP. 1 r N /
5 8 Q. _ SEE .DETAIL 2'CV6.1 aDt . • 90x70 SIGHT TRIG TSP. 12 •-163. ~ / r. x 0 REF;, ARCH, PLANS FOR /CV6.1 ~ " tV36 ~8'17~ LANS FOR
_ ~ ~ , ~ .~kC _ ~ 2 5 SCREEN. WALL:. _ _ ~ - _ . ~ 1 ~ , ~ ~ _ ' k: 1~ ` ' ~ _FUTURE PARKING/DRIVEWA ~ EQ SP` . - got-."'~'~.~ \ 3p?'~~, ~ ,
_ A ti. _ 2 ~ SENDING ROW . BAI~DONMENT r- ~ - ~R~ A S,qO~ 1~,~~~,~~,.~Y. PROPOSED 1'-6" CURB & GUTTER R
_ U, ~ x, _ ~ w, c7 - ~ _ a Sor . C, r ~ rte; ~ ~ - , - .u ~ _ _
13, _ ° '--"~-~----~-~~q,~.._...,. m' . ~G MODULAR BLOCK c r".-_ ~ ~ SO"- ,r r'" 13.50' , _ -....X~..-- ---...lot- RETAINING WALL TYP'~ _ , ~ F x _ 00
- S DESN. BY OTHERS. 'c' -
- 'REF. SHT. CV3.0 ,r ~ ~ _ j ~ ~ _ ~-`T'~-~'""~- PROPOSED 2'-6" CURB & GUTTER CMLDS #10.17A
Z ~ _ R~ 2'-6"...CURB GUTTER ' _d~_..
w _ ~-~"~a ,
u _ , _ _ ~ , ~ _ f
s~ ~ _ u TYPE I,II DRIVEWAY _ _ ' c~ PROPOSED WHEELSTOP 12/CV6.1
SEE `Of~LDS DTL. 10.28 ~ • " - o ~ 1< o OWNER RESERVES RIGHT T _ _ _ , evis~ons ,p ~ ~ F. ,
~ !~I APPLY FOR FUTURE DRIVEWAY ~ _ CkiRB~~ GUTTER, TYP, ~ ~ ~ ~ - ~ N~~3'4tT 03/01/02 F000 LION REVIEW
- - - PER PET. #95-33C, -y-.,. _ _ P"P#~1T STRIP,° ~ ~ ~f-~ ~ ~ 03 05 02 REVISE DUMPSTER PAD NOTES T STRIP Typ ; ~n~. _ ~ . ~ ~ % a ~ w.~ , , / / $R1Ve ' r - - DB 3i PG: `7t.
LINE TABLE r - r - _ ___---.a "J - - - - _ . 4 -O IF CHESHIRE ROAD R/W IS _ - ~ ~ ~ oR, 4-0 ~'CON~:~,SIDEWALk ~ bt PROPOSED TREE PROTECTION FENCE 9/CV6.0 03/29/02 REVISE STAKING PLAN ~ONC:;ASIDEWALK, TYP. ,`r~ 04/01/02 PER CEPM COMMENTS t; ~ m 04 24 02 PER CDOT COMMENTS
LINE LENGTH BEARING HC RAMP, TYP. ~ ABANDONED, OWNER RESERVES Q L1 43.63 S55'38'19"E SEE CMLDS DTL. 10.31 ~ _ THE RIGHT TO DELETE CURB, x~}.:, j # / / i
L2 19.13 N79'0T08"W GUTTER, AND„STORM DRAINAGE. ' <<" 05/13/02 PER CEPM/CDOT COMMENTS ~t ~ ~ 10 04 02 PER REZONING NEW BLDG,
~ ~ ~ . ~ L3 13.88 555'38'19"E ~ ' / / / ' 11 /01 /D2 ADD FOUR RETAIL SHOPS
L4 63.23 S55'38'19"E ZONING CODE SUMMARY PROPOSED GUARDRAIL NCDOT #862.01 AND #862.02
L5 77.50 S55'38'19"E G L6 63.26 S55'38'19"E PROJECT NAME: FOOD LION AT CHESHIRE PLACE PHASE 2 6331 WEST SUGAR CREEK ROAD, CHARLOTTE, NC I
L7 63.00 S55'38'19"E OWNER: CROSLAND PHONE [phone]
L8 63.00 855'38'19"E Note: All construction within NCDOT's right of way wi(I be constructed under the Standards and Specifications of The Department of Transportation. PLANS PREPARED BY:COLEJENEST & STONE PHONE :[phone] NOTES #
~ L9 129.80 S55'38'19"E ZONING: CC (PET. #95-33c) JURISDICTION: CITY OF CHARLOTTE 1. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. _
W L10 29.51 N34'21'41"E WORK PROVIDED BY CDOT WORK PROVIDED BY DEVELOPER W L11 187.05 N34'21'41"E ~ PROPOSED USE: GROCERY RETAIL PARCEL NO.: 043-091-22 ~
EXISTING P'VMT. 11.0' 4.0' cv 4.0' S.0' ~ L12 20.52 N34'21'41"E / AR AT 90 DEGREES UNLESS OTHERWISE NOTED. I BUILDING HEIGHT: 40' MAX. STORIES: ONE 2. ALL DIMENSIONS E 1 BUILDING COVERAGE: SEE TABLE BELOW RIGHT GROSS FLOOR AREA: 46,361 SF
L13 196.04 N34'21'41"E CONCRETE WALK IT 3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.0.6.) AND STAKE SITE ~~U~~~~~rr ? , LOT SIZE: 11.310 AC NUMBER OF UNITS/SU ES N/A F CONSTRUCTION, 0`~ ~ ~
x L14 20.52 N34'21'40"E H AS INDICATED ON CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT 0 ~N X i
~ L15 196.04 N34'21'40"E YARD REQUIREMENTS: NOTIFY COLEJENEST & STONE, P. A. IMMEDIATELY OF ANY DISCREPANCIES. p~,.~ ~ SETBACK FRONT :CHESHIRE ROAD=35' FROM CL OF R/W)CHESHIRE ROAD=65' LPN Cq ( )
0 L16 216.56 N34'21'41"E Q L17 20.51 N34'21'41"E ~ NEW SUGAR CREEK RD.=50 NEW SUGAR CREEK RD.=100 4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS w
L18 196.05 N34'21'41 "E SIDE YARD (L): ZERO OR 10' SIDE YARD (R): N/A OTHERWISE NOTED, ' ~ REAR YARD: 20' Z, i
U L19 36.01 S34'21'41"W 5. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND ' % Q'~
L20 180.55 N34'21'41"E NOT 3 BELOW THIS SHEET SEE E REQUIRED BUFFERS: BUILDING COVERAGE TABLE: CONSTRUCTION DOCUMENTS. ~ L;;' FRONT: NONE ' ~ G~.`~
Q L21 50.00 S55'38'19"E PLANT STRIP PHASE ONE OUTPARCELS - O.C. UNLESS OTHERWISE NOTED. i~~N , B~~ SIDE (L): NONE EXISTING 6. ALL RADII SHALL BE 4 0 (B ) ~~rrrr ~ii>>`` I
cn L22 168.55 N34'21'41 "E Z CURB AND GUTTER 0 L23 31.75 N55'38'19"W BICYCLE LANE REAR: 56' WIT}i FENCE AS INDICATED GAS STN 2397 SF unn 02/15/02 SIDE (R): NONE FAST FOOD 4144 SF 7. STOP SIGNS SHALL BE R1-1 30"x30"~ ~
~ L24 63.23 Ns5,3s'19"W TYPICAL SECTION NEW TRAVEL LANE WITH BICYCLE LANE VIDEO STORE 5916 SF
Q L25 77.50 N55 38'19"W REQUIRED SCREENING: 8. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. FRONT: NONE NEW PHASE TWO BUILDING(S)
~ L26 63.26 N55'38'19"W NTS SIDE (L): NONE GROCERY/RETAIL 46,361 SF 9, ALL REFERENCES TO CMLDS" ARE PER THE LATEST EDITION OF CHARLOTTE
L27 63.00 N55'38'19"W L28 63.00 N55'38'19"W 1. REFERENCE CMLDS DTL. 10.14 4. ALL NEW PAVEMENT, MARKINGS, AND REMOVAL OF OLD MARKINGS REQUIRED FOR F R REAR. NONE
° ~ L29 29.00 N55'38'19"W THE NEW SUGAR CREEK ROAD IMPROVEMENTS SHALL BE PERFORMED BY N.C.D.O.T. O NONE MECKLENBURG LAND DEVELOPMENT STANDARDS. CONTRACTOR SHALL USE SIDE (R): SUBTOTAL 58,818 SF TAI S WHERE NOTED Pro ect No. 01-064 2341 T THESE DE L D0 PARKING AND SERVICE ONLY: YES
E r°~ 2. ALL WORK WITHIN THE RIGHT OF WAY SHALL BE IN CONFORMANCE WITH ALL APPLICABLE Q L30 33.00 N55'38'19"W CONTRACTOR TO COORDINATE WITH C.D.O.T. AND N.C.D,O.T, r 'n B ° HA N T X D 35' HT. MAX D au
~ L31 70.63 N55'38'19"W N.C.D.O.T. AND CHARLOTTE D.O.T. STANDARDS AND SPECIFICATIONS. 5. CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING 2 82 SF 10. ALL EXTERNAL LIGHT SOURCES S LL 0 E CEE Y ING PAVEMENT COVERAGE: 32,9 ~
o ~ L32 37.49 N34'21'41"E 3. PAVEMENT SCHEDULE FOR NEW SUGAR CREEK ROAD AS FOLLOWS: WITHIN EXISTING STREETS. THE CONTRACTOR SHALL PLACE AND MAINTAIN SIGNS, R P N516LE FOR PROVIDING ANY RIGHT OF WAY Checked ~ ~ K B ~IGNS, INTERIOR LANDSCAPING: 11. CONTRACTOR SHALL BE ES 0 J Y
~ L33 32.99 N34'21'41°E 2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE I-2 DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT 0 ~ ' ^ Z L34 147.19 N34'21'41' E ECT REQUIRED: 23,298 SF ENCROACHMENT PERMIT(S) AS NEEDED. ~
N ~ _ _ _ 2' BITUMINOUS BINDER COURSE. TYPE H r~~~~~n ennnonh~inr 1AIITU Tur iArnw noCn TD nCCI!' rnn,roni L1hnIllRnnV v PROVIDED: 259.680 SF _ ISSUe Date: 02/15/02
p N5538'19"W fCAf f V i V Mlil.v Vn vVL rr i n u rrv r n ~n n n. vvn v~ n vuuvv L35 12.20 10 ASPHALT BASE COURSE, TYPE HB 12. ALL RETAINING WALLS TO BE DESIGNED B) OTHERS. RETAINING WALL PLANS AND DETAILS
Q L36 28.86 N55'38;19;;W (W.A.T.C.H.). -OR- PARKING DATA: (SPECIFY" REQUIREMENT, ZONING ORDINANCE AND SECTION NUMBER) MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER. PLANS MUST BE SUBMITTED T
L37 187.45 523''05S4'1 644"W W SECTION 12.202 OF THE CITY OF CHARLOTTE ZONING ORDINANCE REQUIRES RETAIL STAKING AND AND APPROVED BY CITY ENGINEERING PRIOR TO CONSTRUCTION. T WORK. ESTABLISHMENTS TO PROVIDE 1 SPACE PER 250 SF
L38 8 30.44 S23 2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE 1-2 vj 6. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. Z L39 36.97 574'17'09"E 10" BITUMINOUS BINDER COURSE, TYPE H IMMEDIATELY NOTIFY COLEJENEST & STONE OF ANY DISCREPANCIES (704-376-1555). MATERIALS PLAN '6-1555). 46,748/250 = 187 SPACES SCALE; 1"=50'
L40 74.29 N15'42'S1°E FOR AREAS OF PAVEMENT WIDENING LESS THAN 5-0", 5" OF BITUMINOUS CONCRETE REQUIRED:187 PROVIDED: 251 HANDICAP: 8
o L41 22.87 574'17'09"E BASE COURSE, TYPE HB SHALL BE USED. COMPACT: CARPOOL: LOADING SPACES: 2 ~ s 0 25 50 100,
Y a Q L42 71.79 N15*42'51"E N
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_ INV=759,40 T ` ~ :777.10 v - . SEE DTL, CTIVE CLEARING OF SELE
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70c _ ~ r- ~ ~ r _ a . 12245 NATIONS FORD ROAD, SUITE E01, PINEVILLE, NC, 28134, ~ ~ _ ~ ~ ~ ~ 1 704-504-1437, DATED 9 25 01, REVISED 12 11 01.
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r( ~ ~ _ SWALE T_ RIM: 785,80 N wL ~1C~ ~ ~ ~
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_ _ ,1 • ,t 8" ROOF r SYMBOL DETAIL ~ ~ _ a= s:~; ~ land Planning
~~~a.ao a DRAIN ~ ~ ~ landscape Architecture
~ x':~ \ ~ ` _ " ~ ~ ~ ~ Cwd Eng~weenng ~ ~ .1 •
Z i , , ~ ~ ~ ~ ~~`'ti ~ PROPOSED CONTOUR Urban Design
Z 112 South Tryon Street
~ ,a ~l } ~ C f ~ 4 ,y~ ~ ~ q 1 ROCK CHECK DAM. Suite 300
4 [r~ - I MH ~ v U U i~ ~ ' ' I ~ SEE DTL. 3/CV6.5 :5., - Charlotte. North Carolina 28284 MH~!9 ~ ~ - ~ ~ 1Qp PROPOSED INDEX CONTOUR - Te( 704, 376. 1955
• ~ FTRE ) ~ ~ ~ .-t, Y ~ RIM:' ~ RIM; 788.30 \ / ~ n• ~ Fax [phone]
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_ ASPHALT SHALL BE FLUSH WITH 'SH WITH ~ ~ i;~FS ~ ~ p~
~ ~ ~ SIDEWALK ACROSS ENTIRE FRONT ~ 7 ~ C ~ ~ ~ OF FOOD-LION iE FRONT 7n.5o '//uwuu111'' - 'fit,
H ~ H / ~ t, PROPOSED DRAINAGE SWALE _ m.5d
c.:, a ~ ~ _
~ ~ ~ I ~ NEW POL{SHING WETLANDS - ~ ~ ~ ~ WETLANDS ~F 1 ~ , u
o _ _ _ ~ l ~ - _ v , ~ _
1 CMLDS 20.25 PROPOSED STORM DRAINAGE #
~ z -1 i ~ c - = 1 83 85.50
i~~ LLF~ 1 ~ CI#6A C.O. , ~ , OUTPARCEL ~ . _ RIM. 788.00 ~ 1 It's our lace to im rope ours
(2) 4' PVC - .a + .w ~ 7esao ~ l II .oo CI#1o ~ P P y
C IRRIGATION - CA. ~'~~~~~RIM:784.60 t~ ~ CI 01B 1 1 PROPOSED CURB INLET CMLDS #20.01A & X20 125ScaleybarkRoad
~ `SLEEVES. TYP. o.oo x - ~ ) 7~. , ~'~e5,~s; 85.33 i _ 1 CMLDS #20.02A & ~20.02B 1 ~ CMLDS #20.020 Charlotte, North Carolioa28209
_ ~ i ~ ~ _ _ _ _ ~ - ; i RI •788, 70 78aa~ : CMLDS 20.12 704.561.5297 ~ #
x 1B1 i i s~.eo - ~ 6 t.BB 7y ^..72 P. t 1 ,f DCI ' 9x_71 ~ ~'~5.83' •
1 ~ - . ~ f 780 f.9 79200 / r~ - 788, Ca PROPOSED DOUBLE CURB INLET of „ it a,~e e es
~ 78200 RIM:78~,. 0 - - (1
JE3 18 1 CI#6C t ~ 788:83 # ' IM: 790,00. . Q CONVERT EX. ' 7e2ao 766 ~ ~ Charlotte, NC ~as.oo ; ,•,i. ~
C,O. DI TO JB / 7~. ' ~ ~ 782W ~ 1\ 1 ~ D1 -
I ~ - ~ ~ 791. :80 • .,f \ ~ PROPOSED DROP INLET CI#12
Q ~w RIM: 769.58 ' ` n2ao . RIM: 784.6 ~ ~ _ ~ - - ~ 1 -~c \
~ ~~Qf U let. 79200 7eze3 _ ! ~ -
~ , ;Y a 1 MH / ~ PROPOSED MANHOLE CMLDS #20.09
r.:... 7 e3 z ~,ot~83 ,r- 87 _ ~ ~ ~ ~ CMLDS #20.10 ,
' w s CMLDS X20.12 o0
_ ~ ~
35;,SETBACK u ~ - _ ~r-~ _ ~ ; - JB ~ a -w~ - ~ PROPOSED JUNCTION BOX
~ ~ ~
t , . i a , . - _ _
R/ ,1 ,.'7 W ~ ~ - ~ ~ n..~ \ C - _ , w _ ~ Rl w~..
~ T ~ ~ ~ ~ rk ' w-. _ - - - _ _ - _ PROPOSED IRRIGATION SLEEVES
_ ~ _ J _ ..p~a~ , (2) 4" DIA. SCHEDULE 40 PVC e V S ~ n S ,._,4

f v.;) ram„,. ~ , _ r ;~t. 03/01 /02 FOOD LION REVIEW • ~ 03/29/02 ADD ROAD IMPROVEMENTS _ K~~r
~ _ _ . ~d_. - _ ~v_. _ _ _ - - ~ - U ~ API ` ~ ' PROPOSED SIDEWALK CMLDS #10.22 04/01/02 PER CEPM COMMENTS , ti F - ~ ~M
; p DRIVE - g%DRivE it 's~_ ' _ - ~ 04/24/02 PER CEPM/t;DOT COMMENTS ,e 04/30/02 PER CEPM/CDOT COMMENTS { ~ rr
t 1 F~. f .i ~ ~ 05/13/02 PER CEPM/CDOT COMMENTS r ~"n'
.es- 10/04/02 PER REZONING/NEW BLDG. ~
w 4~u PROP05ED GRAVEL CMLDS #20.23 11/01/02 ADD 4 SHOPS/INLET~6C AND RIPRAP APRON
F~ C
~ 13. NON-STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY TREE PROTECTION NOTES TO M D AINAGE SCHEDULE S R R
D STORM DRAINAGE NOTES NT PRIOR TO INSTALLATION. GRADING AN A R STATE ENCROACHMENT AGREEME REQUIRE A LOC L 0 C.0•
E; 1. ON-SITE BURIAL P{TS REQUIRE A PERMIT, 14. ALL ~CMLDS" NUMBERS REFER TO THE CHARLOTTE MECKLENBURG LAND DEVELOPMENT 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTfON MATERfALS, TRAFFIC, BUR S, TRAFFIC, BURIAL PITS, LOCATION PIPE INVERT ELEV. - - PROPOSED ROOF DRAIN LINE THE TREE PROTECTION SLOPE LENGTH SIZE INV INV INV W/ CLEAN-OUT
STANDARDS MANUAL. TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE PROT W 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING _ITION, GRADING OR FROM TO FT./FT. FT, IN. OUT IN OUT
x 15. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. W DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. )N.
~ FROM BUILDING(S) AT 2.0~ MINIMUM. 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDAI CI~19 JB#18 0.0100 2 18 793.60 793.58 - INANCE STANDARDS (IN `111j11u1+++nq,+~~
A VIOLATION AND IS SUBJECT TO A FINE. 16. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. CITY OF CHARLOTTE TREE ORDINANCE GUIDELINES, APPENDIX 9) OR CHARLOTTE/f, )R CHARLOTTE/MECKLENBURG HW#17 JB#15 0.0225 204 48 777.25 765.67 - ~ CARD e,~~ ~ ~L,
LAND DEVELOPMENT STANDARDS MANUAL 40.04. CI 16 JB 15 0.0597 39 18 770.50 768.17 - ~ p ; 'FESS/0~'•.,,.~
Z 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED 17. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY ~ WITH INSPECTOR. CITY ENGINNERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION 3. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TRI iPECTION OF TR ~ # ~ '9 EE : a
Q BASED UPON FIELD CONDITIONS. PROTECTION BARRICADES BY URBAN FORESTER. JB#15 MH~14 0.0280 152 48 765.67 761.41 - SEAL 84
5. ALL ROAD IMPROVEMENTS AT NEW SUGAR CREEK ROAD AND SUGAR CREEK/CHESHIRE CJ ROAD SHALL BE COORDINATED WITH THE LOCAL ENGINEERING DEPARTMENT PRIOR TO 4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER LEAF LITTER MH 14 EW 13 0.0080 176 60 760.41 - 759.00 ~
CONSTRUCTION. UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WTH GRAS'. a SEED WITH GRASS ONLY IN # # ; O ~'•.FN E~`;~ w
W DISTURBED/GRADED AREAS. Q 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. CALL N.C. ONE CI#12 DI#11 0.0100 57 15 780.10 779.53 ~ "''S'( FY D , 11.
5. BRUSH, VINES AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS 2 IN. CALI L AS 2 IN. CALIPER) MAY pl 11 CI 10 0.0100 60 18 779.28 778.68 - ~`'1++++unn11'102/15/02
Z CALL CENTER BE HAND-CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES h 0 7. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO GRADE BEFORE YOU DIG XISTING TREES MAY BE # # E LEFT) TO IMPROVE CI#10 MH#9 0.0050 198 24 778.18 777.19 -
ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, p LIMBED UP 6 FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPf ~ PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY S'TOf VISIBILITY.
U OWNERS. i-800-632-4949 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BA MH#9 CI~B 0.0050 127 24 776.99 776,35 - JNING TOOL; BACKFILL
AVOID UTILITY AS SOON AS POSSIBLE Tp MINIMIZE EXPOSURE TO THE AIR. 8. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM CI#8 MH#7A 0.0050 125 30 775.85 775.22 -
W ~ P N THE CURB, DAMAGE ~ OF 0.5 o SLO E 0 7. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/ CLEARING/ GR~ Pr0 eCt N0. 01-064 2341 CLEARING GRADING _
E ~ CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FC / / l ~N BY URBAN FORESTER. MH#7A DCI#7 0.0050 180 30 775.22 774.32
Q 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY o z, IF DEEMED NECESSARY BY THE INSPECTOR. 1. CONTRACTOR S FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND _ Drawn B ; DCI7 Cl5 0.0050 34 30 774.12 773.95 Y FOR UTILITY CONFLICTS # #
~ 8, PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CO NE, GAS, SEWER, WATER, 4 15 786.75 785.45 - h Cked B K B I c GI s6 0.0125 1 o C e J
N ~ THE CONTRACTOR SHALL MAINTAIN EACN STREAM CREEK, OR BACKWASH CHANNEL ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. WITH EXISTING AND PROPOSED TREES; LE.. ELECTRICAL, TELEPHONE, GAS, SEWER \ ~ 10. AND SITE LIGHTING. ~ IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS G a6 # Y , y
~ LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. NECESSARY TO INSURE SAFETY TO THE PUBLIC. o ~ 9. TREE PROTECTION FENCE IS TO BE LOCATED PER PLAN OR AT A MINIMUM OF 1 I 4 783.57 - SCALE; 1 -50 CIg66 CI#6A 0.0181 104 15 785 5 IS$ue Date; ~2 15 QZ MINIMUM IF 1 Ft~T DER
11. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT TREE DIAMETER INCH AWAY FROM IHE TREE IN IHE SEIBACK UK HIGHI-01-WAY HIGH I -UF -WAY. CI#6A CI#6 0.0263 128 15 783.37 780.00 - 0 ZS' 50' 100,
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO Q FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND GRADING DRAINAGE
SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. N CI#6 CI#5 0.0377 146 15 780.00 775.00 - PLAN
Z 12. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUME 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART CI#5 DI#4 0.0247 87 30 773.75 771.60 -
N RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED P, OR AS AMENDED. DI#4 FES#3 0.0080 85 36 761.68 - 761.00
W RETAINING WALLS ON THE SITE. o Q a
s 7 N OS#2 . FES#1 0.0065 . 60 . 30 759.40 - 759.00
d

N n
O O N I r~
PROPOSED FOOD LION
i RAMP ~ 1:12 SLOPE MAX. WITH
HANDRAILS. REF. ARCH, PLAZA PLAN ~ • ~
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C' 2'-B" CURB AND CUTTER T'-B" CURB AND Gl'T'1 ~ - z m
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_ _ _ _ 1800 Camden Road -
I BACK OF CURB SEE STD. iC.~78 GENtFA. '+CTES ~ (,j ~ NO PARKING " Suite 103 ~ p ~ No PARxiNC ? O v rr rlotte 'C 8203
L..; _ ~ S ~ PARCEI PICK UP t` P L PICH UP Q ~ Cha , N 2 ~ n Tel [phone]
^ ~ i 4 SOLID LINE IN WHITE TRIPING FOR HC ACCESS TO BLDG. TYP. n Fax [phone]
S - LIP OF CUTTER/EDGE OF PAVEMENT ? Q G r
4rDASHED LINE IN WHITE °o ~
Z 5' LONG TYP 10'_0. o• f (
~ ~ ~ FOR A LIST OP BIDDING GENERAL Cf~NTRACTORS, GO TO
PLAN VIEW , ~ ~
~ ~ ~ www.bidh;~t.ws
~ ~ i + .y
~ NOTES: STOP BARS (TYP.) PROVIDE STRIPING FOR HC = _ _ = z
i. TRANSITioN To eE ALONG BACK oP cuF~E~ REFERENCE SHEET CV.6A ACCESS TO BLDG. TYP. H I
v, z I
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z Land Planning I,ands~ape Ar~kiteo'ure
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z 112 South Tryon Street
Suite 300
w Charlotte, North Carolina 28284
ARKINGS PICK-UP PAVEMENT M ..s. 15 PARCEL ~ NT SCALE 1' . 20' ~ Te! Boa. 376.15°I5
TRANSITION CURB a Fax 704.376.781 www.coiejeneststone.r~m
z 8" DRAIN 3" INLET ,piill?11~~~
0 PIPE ORIFICE 1 r~~7,~ 3'x3' ACCESS `tip ~N ~ ~i,
U HATCH O~ • ~ , e
ci NO TEC 12° ALU. 2' NOTCH ~ ~ ~
1 x MIN. ~ i. CL aSS OR MEDIAN SIZE RIPRAP AND LENGTH. WIDTH AND DEPTH OF APO". ACCESS ~ ~ ; NlEIR HINGE , n 7 ° C-103 ' ~ =
_ TO BE DESIGNED BY THE ENGINEER. LADDER N . ~ ~ O ' a ~ 1 M .r' rs n
1,75' . ~ 0 .
J ~ I 2. REFER TO THE CHARLOTTE MECKLENBURG STORM WATER DESIGN MAN~~A_ ~CR _ RIPP,AP APRON DESIGN STANDARDS. 2.5 1' ~ F 5 s r
nr+n+u++
~ 3. RIPRAP SHOULD EXTEND UP BOTH S~'~DES OF THE APRON AND AROUND'HF END
~ ' OF THE PIPE OR CULVERT AT THE DfSCHARGE OUTLET AT A MAXIMUM S~~PE OF U ~ ~ I''HT , THAN TWO THIRDS THE PIPE DIAMETER 0= 1 AND A HE ~ NOT LESS , _ r--------- 2. 6'
t,ULdERT HEIGu- I 2'
- ~ ~ ~ i a. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO SHE HAN WH 24 RCP GRATING & 1-'~ATCH TO 8E~ D EEL OUTLET PIPE DESIGNED AND CERTIFIED BY ELEV 769.40 MANUFACTURER. SUBMIT SHOP
~ ~ SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR R'~PPAPPED i ALU ALUMINUM VALVE ~ DRAWINGS i0 CJS PRIOR TO
L--------- c 7 c ~ ¢RT ~ N~ a A- THE SHALL BE UNDERCUT SO H4~ TH~ ,N~_~ C~ T ~ A RON SHALL BE Z cu¢ BRA ~ SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNE_ ~`!~E GUIDE SUPPORT ELEV 767.50 FABRICATION. BRACKETS
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. (TYI 1.9' (TYP of 3) PERMANENT PLAN VIE~~V
N HA EQUAL TO THE BOT`0+' (TYP) (TYP) 5'X5"X3/8" I / Poop 76s o Its our place to improve yours
~ 5. THE WDTH OF THE END OF THE APRO S LL BE ss. ANGLE ~ V!!DTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING C-~A'~'•iEL 5:1. - ~ r lj 3" ORIFicE ~ 125ScaleybarkRoad
_ ~ 1 VALVE N rth Carolina18209 h lone o C ar OPERATOR ~ ~
r• P~•A~~ E AG_ SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95~ OR GRE~E~ 6"S.S. ANCHOR I ~ ! 704, 561.5297
x I ~ BOLT EP,~XYED ti B ~ ThE ?LACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEI~'~~+.: IN PLACE RECAST 6'x6' 6' 6 VALVE VAULT. ~
L ~ CHANNEL Si-ALL NOT BE ALLOWED. ALUM TINDALL UV7272 ALUMINUM STEPS OR EOUAL ire ace
NATURAL 10' MIN. ~ c RO`, ~ SPAC ~ GRADE ~ ~ 8. NO BENDS OR CURVES IN THE HORIZONTAL ALI~NM~NT OF THE AP es SPACED 12" O.C. d
WILL BE PERM`~TTED. Q W 8" POND 2nd CONCRETE PLACEMENT ~ GV~ 8" ALUMINUM/D.L r e ~,~r DRAIN L E Cha 0~ ~ 1V1~ DRAIN AFTER BOX IS ANCHORED
9. DEPENDING ON SOIL CONDITIONS, wA.SHED STOr;E OR FILTER FABRIC GROUT IN PLACE ~ - r~ .
WILL BE NECESSARY UNDER RIP RAP. ~ \ RIP RAP ~ _t~'~-Pa~-C= THAT OUTLET ~a p, BCx IS SE` _E.c_ AND FLUSH IMi}i SURFACE
~ 1 M , 41 ' 10. ANY DISTURBED AREA FROM ENC OF APRON TO RECEIVING CHANNEL n Q ~~e, + a R ~ ~ OF ~AS~ "JGT1Nb ~5 PROVIDE UNIFORM o' _ a. a' rp.. BEARING. GROUT IF NECESSARY.
~ ~ I _ SS ANGLE CLIPS z ~ I ~ , ~ ~ ~ MUST BE STABILIZtD. ~ ~ ~ (TYP OF 8) p SEE ANCHOR DETAIL ~ O' ALL ORIFICE OPENINGS AND PIPE OPENINGS
I ~ , 9- 5 BARS B~CV6.3 L B 0 L INTO THE OUTLET STRUCTURE SHALL BE
2 ® 12° O.C E.W. SEALED LEAP TIGHT. USE "LINKSEAL" MECHANICAL SEALS FOR ALL PIPES 24"
ANO SMALLER. m
z OUTLET HAS BEEN DE98NED TO PA55 THE 50 YEAR lOl1 00 SECTION VIEW STORM EVENT THROUGH THE 6'x6' TOP OPENING
U NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC
z PIPE DIAMETER r=:
~ SECTION B-B
0 x
~ #20.23 N.T.S. 11 N.T.S. 8 T PIPE OUTLETS CMLD STD. DTL. RIPRAP APRON A N.T.S. 2 . 8 Revls~.ons
I 2"x6" CAP w/ 03/01/02 FOOD LION REVIEW
CHAMFERED TOP 8'-0" O.C. 03/29/02 REV. DTL. #3 04/01/02 PER CEPM COMMENTS
w 04/24/02 PER CEPM/CDOT COMMENTS
0 05/13/02 FOR GRADING PERMIT
Z~~x4„ ` i 1 1 10/04/02 PER REZONING/NEW BLDG.
I i I I ~ 1X6 t t ~ 11/01/02 ADD RAMP TO DTL. 3/CV6.3
~ INFILL ~ ~ i + 1 11 /20/02 PER DWQ-REVISE ORFICE SIZE ' 12' LATTORAL SHELF AT
~ ~ , ~ 4,x6,. I : ~ ` i 1 6:1 SLOPE, 2 FEET BELOW
w s ! + PERMANENT POOL ELEV. WITH WETLAND PLANTING
~ i ~ FINISH ~ , p ; ~ I ~ 8'
GRADE I ' i l 1 1 s w i 'II ~
2„x4,. i , s w I ~ f ~ ~ ~ E ELEV 770.40 .40 RIP RAP BERM
~ BRACE, ~ ~ I , ~ I ~ TYP. ~ i ~ ~ 6.0 3 ELEV 769.40 TO FORM FOREBAY ~ i V SEE GRADING PLAN FOR ,~lunnr+r~ ~`lann?+~,~
4 FLARED END r ~ ~ ~ ~ I x I( ttI k ~ ~ SECTION PERMANENT POOL LOCATION ~ CA ~~~~i, CAR i,
H 1 I I ' ~ j ~ ~ D 3 ' { Y 1I-- 3n WATER QUALITY/2 Y ~ SSA ~ , ' ~NDS ~
o ' w 6'x6'x1' ANTI-SEEP ~ ~ D 1' THICK 4000PSI ~ =P RIFICE ELEV 765.00 ~ 0, OFE Oti'•;'lr ~ ~ ~P 2.5'x2.5'x8" CONCRETE 1 : • 9
c ~ COLLAR (TYP OF 2) Q ~5 E.W. E.F. D ~ CONCRETE ~ SEE DETAIL 10/CV6.3 2) 1 COLLAR :V6.3 ~ ~ .r 1 _ SEAL _ -
INV 759.00 o ~ ELEV 761.00 61 _ N
U p J --T~30„ --,-130" RCP ~ 0.65 % SLOPE r ~y ~ Q .F 0~' ~'w:
G.~ ~ 30" ° ' . 5 EW E.F ~ r,~ I o e ~ 8° DRAIN PIPE 0 ~ '''~0 ~ ' 0~`.~
Q ~ i ~ 1 1 7 V ~U D ~ A~`~ ~ ryhN ?t1N~, ~ uunnl 02,15/02 nlll 02/15/02
~~jj F-~ j D D fl
0 D, ~ .'a NOTE: H 6' FOR BEDDING REQUIREMENTS
Q ~ CUTOFF TRENCH TO EXTEND ACROSS 2..x4.. a o. SEE PIPE MANUFACTURER
U NOTES: " THE FOUNDATION PARALLEL TO THE CENTERLINE L AND UP THE ABUTMENTS TO ELEV. .N U 2"x4^ 1. ALL WOOD TO BE PRESSURE TREATED. CONCRETE ~ERLINE AND COORDINATE WITH CJS
W FOOTING 60'
o p,,, E ~ 2. ALL STEEL HARDWARE TO BE GALVINIZED. 'ect No. 01-064 2341 Pro / 1
~ Q Drawn B ; I Y
M 3. 2 COATS SEMI-TRANSPARENT STAIN. COLOR BY ARCHITECT.
~ ~ 4. 3~8" SPACING BETWEEN 1"x6" INFILL. Checked B ; K ~ J, Y
N z ate: 2 15 02 Issue D o / / ,
~ 5. 75 PERCENT OF THE SCREEN MUST BE OPAQUE WITH
°S ANY SPACES EVENLY DISTRIBUTED. THE FINISHED SIDE
OF THE FENCE SHALL FACE THE ABUTTING PROPERTY. a
M Q PER CITY OF CHARLOTTE a ~ SITE DETAILS
a
M / C[l]J CV6.3
N.T.S. O WATEROUALITY POND (WET POND) N.T.S. (13 a Q ID) N.T.S. ~ 1
BUFFER FENCE % z
a

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N 2'-0" MIN. ~
x SPILLWAY
CREST e7 ~n
J' - # 5 WASHED STONE r~
G n ..,i RIP RAP •
U i ~
~ 1.5" O.D. GALVANIZED STEEL RAIL 1.5" 0, z 1.5" O.D. GALVANIZED STEEL Rail ~ FLOW ~ EXISTING CHANNEL I,
v 1"z1.5" GALVANIZED STEEL POST 1"x1.5" 1"x1.5" GALVANIZED STEEL POST SIDE ~ h
~ RAILING SET INTO CAST-IN-PLACE RAILIN( SLEEVE. APPLY NON-SHRINK 12" SLEEVE RAILNG SET INTO CAST-IN-PLACE ~ SLEEVE. APPLY NON-SHRINK 12° I NEW WETLANDS
Q Z GROUT. PRIME AND PAINT GROUT ' SIDE • GROUT. PRIME AND PAINT
HAfJDRAILS. ARCHITECT TO HANDR U SELECT COLOR. SELEC'~~ HANDRAILS. ARCHITECT TO ~ w SELECT COLOR. ~ n
1 1 Q SECT~~N A-A ~ 1800 Camden Road
L E" UNLESS OTHERWISE ~ INDICATED ON PLANS ( ~ o 0 12° 6" ~ Suite 103
N 1 2" EXPANSION 17 rt - i 'N Charlotre, ~C 28203 ION iv 6" .N 10' ~ Tel [phone]$
E'-' 1 f=, VERTICAL SUPPORT VERTIC ~ 6 ' JOINT, TYP. ~ 5'-0" MAX. p 5'-( VERTICAL SUPPORT ~
Q 5'-0" MAX. Fax [phone]
U N O ~ _ 12° 6" 12" 15" ~ 781. DO 6 ~ n
i TYP. ~3 REBAR @ 9" O.C. EA. WAY 780.50 ~ MW. B ,Y 1~2" EXPANSION ELOW LOWEST
t--, N NON-SLIP NOSINGS AND 8" JOINT, TYP. 779.50 BANK. BEVEL (MIN)
U ANCHOR EACH STEP U 3 REBAR ©9" O.C. EA. WAY FORA LIST OF BIDDi\GGENER.AL[ONTRACTOR9,GOT0 N
~ 2 ~3 REBAR 2 3 REBAR WWWob1dIlSt.WS # 777.50
~ 1~2 EXPANSION 3600 PSI CONCRETE ~ JOINT, TYP. 3600 PSI CONCRETE RIP RAC' SECTION B-B
~ 8» GENERAL NOTES: FLON~ #5 WASHED STONEI
H ~ I
z 1. RIPRAP SIZE TO B 1 N E DES G ED BY ENGINEER. A ~ ,
0 U 1. SEE GRADING PLAN FOR TOP & BOTTOM 2. CHECK DAMS MAY BE USED IN SLOPING 1. SEE GRADING PLAN FOR TOP & BOTTOM DITCHES OR CHANNELS TO SLOW VELOCITY i
~ ~ OF STEP ELEVATIONS. OF RAMP ELEVATIONS.
2. BROOM FINISH CONCRETE OR TO CREATE SEDIMENT TRAPS. B
~ I 2. BROOM FINISH CONCRETE ~ B S
2 I Land Alarming 3. REFERENCE ARCHITECTURAL DRAWINGS FOR PLAZA PLAN. ' Lamdsea~eAr~titer,ture
P
2 Civil Engineering Urban Desigm
z 0
A PLAN 112 South Tryon Street
w Suite 300 Charlotte, North Carolina 28284
RAMP WITH HANDRAIL N.T.s. 9 RAMP 0 ~ RAMP WITH HANDRAIL N.TS. 6 ROCK CHEC D N.TS. Tel7oa. 376, 175 K AM 3
Fax [phone] i 1
z www.wlejemeststone.wm
0 H ``\tltUl { r r rrgrll~l ``°~~j~~ CARO~ ~9i
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M H i WATER QUALITY BASIN PLANT SCH EDULE
Vi
Z n ~.J C'~. KEY COMMON NAME BOTANICAL NAME SIZE RCCT SPACING
STABILIZED WITH ~ ~ VEGETATION IITH SEDIMENT FOREBAY
~ I
n ZONE 1-- DRY SOIL Its our place to improve yours i
N 125Scaleybark Road
ZONE 1 756 SG sw~~TGHGRASS PANIGUM ~ ,~~,T 4' Charlotte,NortbCaroGna28209 ZONE 1 ~~~~IR~~A-;;M cA~~ 704.561.529'
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NOTES NOTES
N/F X CHARLOTTE MECK. N OF THE F000 LION 1.) THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS- DAVI COX RD. R ELEVA110
INE TABLE 14.) VERTICAL DATUM IS BASED ON FINISHED FLOOR ELEVATION OF BOARD OF EDUCATION ~ STORE. ELEVATION (801.00} AS SHOWN ON TOPOGRAPHIC MAP P RAPHIC MAP BY LUCAS FORMAN, INC. OF-WAY, WHETHER WRITTEN OR UNWRITTEN, RECORDED OR UNRECORDED OG \9SIBLE EVIDENCE INDICATING ANY SUCH USE OF THE LAND IS SHOWN.
GIS MAP # 043-091-16 LINE LENGTH BEARING DATED 12-22-98. SITE ~
DB 6829 PG 649 Li 29.93' S47'29 23"E L2 12.00' N56'23'17"W 15.) UNDERGROUND UTILITIES SHOWN REPRESENT PAINT MARKS AN 'AINT MARKS AND OR 2.) IRON PINS (#4 REBAR) SET AT ALL CORNERS, UNLESS NOTED OTHERWISE. W'7; HARRIS . / BLVD
L3 20.00' N33'36'43"E FLAGS INSTALLED BY NC ONE CALL AND ARE SHOWN FOR INF PURPOSES OMLY. NC ONE CALL TICKET NO•A0759192. SHOWN FOR INFORMATIONAL 3.} THIS PROPERTY ZONED CC PER REZONING PETITION #95-33(c). 759192. p
N/F L4 12.00' 556'23'17"E CALIFORNIA STATE TEACHERS AREAS COMPUTED BY COORDINATE METHOD. o >L
2 L5 20.00' S33'36'43"W 16.) DEED AND RECORD MAP REFERENCES AS SHOWN. ~0 pp~g RETIREMENT SYSTEM p 1 , L6 15.25' S42'36'12"W WN. 4•) ~
g8 GIS MAf # 043-091-14 R1 G PG 314 L7 15.26' S42'36'12"W 17.) SANITARY SEWER MANHOLES IN ASHPLAT OF PROPOSED SUGA T TAL ACREAGE FOR THE AREA ENCOMPASSED BY THIS PLAT IS 11.975 ACRES. N ~ ~ ~ PROPOSED SUGAR CREEK ROAD 5.) 0 ~ ~ 4
ORp~E DB 5452 ARE APPROX. 2" ABOVE ASPHALT. ~pR Oj P PROP. 6. UNADJUSTED RATIO OF PRECISION IS 1:17,641. I N ~
p~ MON. N s ~ 7.) GIS MAP N0. 043-091-22. ~ 5~~' Q~'
N; F M U
- MICHAEL A. DAVIS, ET AL R/w ---'"r~ ~ GIS MAP ~ 043-091-04 8. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE PER P~ ) PANEL 370158 0060 B LAST REVISED 3/02/93. ~ FIRM MAP (COMMUNITY # ~
k ,0 ~ ~ _ DB 8369 PG 811 Q
7 c 6°'1 ~6~ RIM=761.66 ~ 9. DATE OF SURVEY WAS SEPT. 25, THROUGH OCT. 05, 2001. Ol-O
10 NO DEVELOPMENTAL STUMP HOLES REPORTED TO THIS FIRM WITHIN THE SUBJECT TRACT. ~ o D
IP!V. OUT=74 . ~ ^ ~yo 3"'~--. S N 6 6 11. OWNER OF RECORD IS CHESHIRE CROSSING PROFESSIONAL PARK, LP (DB 8678 PG 903). ~
\~n ~ r r} , 1 ~ INV. 764.11
0D' 161 ^ ass .5?6 ~ U 09 1...~ _ 12.) CONTOUR INTERVAL TWO (2) FEET.
h~ RIM= °.5 ~ RI =766.81 ° v ~ 13.) NO NCGS HORIZONAL TRAVERSE WITHIN 2000 FEET. THE LOCATION OF NCGS MONUMENT "CHESHIRE" WAS WITHIN 2000 FEET OF THIS SITE, HOWEVER, IT WAS FOUND TO BE VICINITY MAP NO SCALE
E INV. IN=~ - 58. 0°j o co ~ ~0 M 6 =-751.72 \ INV. _ ~ OLD 1 ~6' OBLITERATED AT THE TIME OF THIS SURVEY.
PR R ~ _ oP,; a OP V. OU = ^ R LINE 10 a S n D y ~ ~ . a S
NMS S U ~ 15' S ~ SWR. R/W ~ 0 1 X10 C e D 76 153 -766.61 PUB ~ h s I P E
s R K 5 OJEC • R/W R NF ~ 0 9.8 ~ A ~'~~~frJ 5 53 F a7 ~ ~ ' s ~ ss D .r 100 92~U_ 0~`
N.C.D.O,T. NMS ~k - ~3 ?1476 p~ 33 2 m ~ o MB 27 PG 481 o~ ,~0'h' ~ tiy~^o m ~ 6~ 0V ~ ~ 0y6 X91.
\ 0 L S, NMS ~ R ~ ~ ah ti0 0~ '10 P
cn o ~ 5 ~ . co ` w
RIM=76.5 7 =764.06 ~ ~ a De Po Qe 1147sMpr Mr i ~ ~<J O CRE 11476 G 5p 33 p ' 0h,
INV. I I V. I 3.77 ~ S x EK Q 649 ~ P 750 0.,--~~ ~..,F_ a.. INV. 0 ~ ~ t~ 8? 7S9.st ~9 ~ 8B Raw . IN . o s.6 ~ ~ 8 ? 6 s ~ IB A ti IB n~~~ / 9~~
X90• 1 P
0°' rn~ cn x 767.70 ~o ~ a g7 ~ ~ 79 ~ d~ \ RIM=769.67 s °r° v" 6'i ~ c~j~ g U'~ s~ 1 2~ 857 28 ~ \ \
INV.. OUT=755.50 O s / ~ ~ ~ 0~' ~ ~j~ 1' 7. INV.=763.71 24" RC r t~ ~ g 6 g `c'F CA ~{l O (n trA ~iP ~ cP
fir, ~ 0 g O ~ Nv. .4 ~ a ~ \ E~ ~ m ~ ~ a
~ \ 765 ~ g g`~ G~ o~ ~ ~ y U ~,g ~ ~6 ~ ~ 01 / ~ \ _ - - i \ \ \ sIP 817
6 cb o ~ ~ ~A v / lS ~ \
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~ ~ w , ~ w 2 ,
o - H ASSOCIATES, LLC D S ? 'S 115 c ~ S ~ w Re 1 3 N F . X75 ~ ~ Fk ~ 2 3 / m
~ GIS MAP # 043-091-19 ! ~ ~ ~ , ~ ON 82 , F CHESHIRE CROSSING ~ \ S (g EIP
MB 27 PG 481 I)p \ ~ ~ ~ a sq s \ PROFESSIONAL PARK, LP '~spG , ~ GIS MAP # 043-091-23
>v \ ~sJ W \ DB 8299 PG 119 ~ ~
cS. lam' / ~ _...1- 775 ~ ~ -
p / ~ _ ~~a• k A
BOg \SS \ SS ,~~lF s 2 1 k ~ ~ \ 3~,3 „
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A 0~- TREE CHART J ~ SS ^ EIP
170 = 6" ELM 285 = 8" MAPLE 615 = 25" GUM 865 = 9" ASHE
171 = 8" PINE 314 = 9" MAPLE 616 = 18" GUM 866 = 15" ASHE NSF ~"f / 172 =14" PINE 315 = 7" MAPLE 6p = 6" DOG WOOD 867 = 7" ASHE ~i C7 / RIM=791.18 INV. OUT=777.98
193 = 7° OAK 316 = 7" MAPLE 618 = 6" HOPHORNBEAN 868 = 13" MAPLE GOLDEN ARCH LTD. PTNRSP. _ 194 = 8" OAK 317 = 6" MAPLE 619 = 18" GUM 869 = 7" ASHE GIS MA' 043-091-20 ~ T 1 1 A - ~ X 782. i
195 = 12" OAK 318 = 9" PINE 620 = 6" DOG WOOD 870 = 13" MAPLE # ~ 196 = 14" OAK 319 = 11" PINE 642 = 7" HICKORY 871 = 15" MAPLE D8 8656 PG 532 \
197 = 12" PINE 320 = 6 MAPLE 643 = 8" £LM 872 = 11" MAPLE MB 27 PG 481 , ~ 0 . _ 'PINE 321 = 7" PINE AK 873 = 15" ASHE EI ~ ~ X 788.71 \ K 788.71 /
198 8 644 = 12 0 ~r-- 199 = 12"PINE 322 = 8" PINE 645 = 12" SWEET GUM 874 = 30" OAK > \ 8S
200 = 7" PINE 323 = 6" PINE 648 = 14" ElM 875 = 9" ASHE . `J ~ H R ~ A - 201 = 8" PINE 324 = 6" PINE 647 = 6° DOG WOOD 876 = 13" MAPLE 7g5
202 = 7" PINE 325 = 7" PINE 648 = 6" ELM 877 = 13" ASHE 203 = 6' PINE 326 = 13" PINE 649 = 6" DOG WOOD 878 = 9" ASHE EIP ~ i LEGENQ: \ X 783.6 W,
204 = 9" PINE 327 = 11" PINE 650 = 6" DOG W000 879 = 13" MAPLE n 205 = 7" PINE 328 = 9 PINE _ "MAPLE 880 = 7" ASHE X110 4 ~~-r 756 7 , 4S, ~
206 = "OAK 329 = 8° PINE 757 = 19° MAPLE 881 = 7' ASHE 207 = 7" OAK 330 = 9" PME 758 = 6" ASHE 882 = 9" ASHE J `D~ EIP =EXISTING IRON PIN (#4 REBAR UNLESS OTHERWISE NOl"ED) THERWISE NOTED
208 = 14' OAK 331 = 9" PINE 759 = 9" MAPLE 883 = 7" ASHE ~J 209 = 10" OAK 332 = 8" PINE 760 = 7" MAPLE 884 = 24" MAPLE / EI ~ 782.08 N SIP =SET IRON PIN (#4 REBAR UNLESS 0 )
210 = 7" OAK 333 = 14" OAK 761 = 9" ASHE 865 = 15" MAPLE 4 = 15" OAK ~ X 1 ~ X 7 e N/F v EXIST. R/W MONUMEN ~ ~ N,v CHESHIRE CROSSING
211 = 6' OAK 33 762 = T MAPLE 886 = 15" MAPLE 212 = 10' WILLOW 335 = 8" PINE 763 = 8" ASHE 887 = B" MAPLE / r~ - ~ 'N ~ I NAL PARK LP NMS = NO MONUMENTATION-SET ~ PROFESS 0 N ; F =NOW OR FORMERLY
213 = 1T OAK 336 = 9' PINE 764 = 9" MAPLE 888 = 9" ASHE 214 = 13' OAK 337 = 9' MAPLE 765 = 14' MAPLE 889 = 16" MAPLE / ~ GIS MAP # 043-091-02 6' PG 689
215 = 6' OAK 338 = 17' MAPLE 766 = 6" ASHE 890 = 7" ASHE - "OAK 339 = 13' MAPLE E 891 = 13" MAPLE 785.9 X 78 .5 X / 216 - 6 767 = 9" ASH ~ DB 7133 ~ =LIGHT POLE°i~
217 = 12" OAK 340 = 9" MAPLE 768 = 8' PINE 892 = 14' MAPLE 218 = Y PINE 341 = 13" OAK 769 = 7" MAPLE 893 = 8" MAPLE 790 \ =POWER PE?E~~ , `
219 = 11' PINE 342 = 7 MAPLE 770 = 7" A~'!E 894 = 15' MAPLE \ J \ 220 = 9" PINE 448 = 13" MAPLE 771 ¦ 15" OAK 895 = 7" ASHE G O -ss- = ANITARY SEWER LINE ~ S
221 = 8" PINE 449 = 12" MAPLE 772 , 12' OAK 898 = 8" ASHE 3 \ 222 . T ELM 450 = 7" MAPLE 773 • 8" MAPLE 899 = 7" ASHE N~F - - ~ J~ \ ~9s ~ ~ ;s =SANITARY SEWER MANHOLE ~ / f
223 = 6" PINE 451 = 9 ASHE 774 • 8" MAPLE 900 = 15" PINE TMB PROPERTIES, LLP ~ ~ 224 ~ 12" MAPLE 452 = 9' ASHE 7g . g" MAPLE 901.14" PINE ~ 7 _ ~ \ -ou- =OVERHEAD POWER
225 = 8" PINE 453 = 16" ASHE 776 = 6" MAPLE 902 = 13~ PINE GIS MAP # 043-091-21 S _ 4 = 13" MAPLE 903 = 12 PINE ~ 226 = 9" MAPLE 54 777 = 17" ASHE =CONIFER TREES
227 = 30" MAPLE 455 = 14" MAPLE 778 = 8" MAPLE 904 = 13" MAPLE DB 10407 PG 457 N = 12° MAPLE 906 = 8" MAPLE MB 27 PG 481 ~ 228 = 6" OAK 456 779 , g" MAPLE ~ss.5a ~ =DECIDUOUS TREES x
229 = 9" OAK 457 = 8" MAPLE . 6" ASHE. 906 = 7" MAPLE ~ ~ ~ -EXISTING FIRE HYDRANT
230 = 7" MAPLE 458 = 13" MAPLE 817 907 = 10" ASHE / 818 = 9" frAPIE _ " IN ~ ~ ~ ~ 231 = 10' PINE 459 = 6" MAPLE 819 = 9" OAK 908 - 7 P E ~ =WATER VALVE
232 = 8" OAK 460 = 14" OAK 820 = 7" ASHE 924 = 7" MAPLE rl' N - 461 = 9" MAPLE 925 = 13" OAK Z ~ 233 = 6" OAK g21 = 7" ASHE x 1sa72 i / ~ r' = P
234 = 6" MAPLE 462 = 6" ASHE 822 = 7" MAPLE 926 = 8" ASHE ` \ 235 = 18" OAK 463 = 13° MAPLE 823 = 13' ASHE 927 = 9" MAPLE 795 \ \ ~ / ~ ~ DRO INLET / ~ = POT GRADE
236 = 10" MAPLE 464 = 13" OAK 824 = 8' MAPLE 928 = 13" OAK \ 465 = 6" MAPLE 3000 = 11° PINE ~ 237 = 7" OAK 825 = 6' MAPLE 1 = 9' DOGWOOD ~ / X 786...4 S
238 = 10" MAPLE 466 = 15' BEECH 826 = 17" MAPLE 300 ` 239 = 7" OAK 467 = 12" MAPLE 827 = 13' ASHE 3002 = 10" OAK ~ ~ =ELECTRICAL BOX ~ ~ _X_ =FENCE
3003 = it" PINE \ 240 = 7" MAPLE 468 = 8" OAK - "OAK 3 \ ' PI 469 = 26" OAK 828 _ 13 3004 = 13" PINE 030 / / 241 = 10 NE - g29 _ 13° PINE 3005 = 6" GUM ~ 30 n rn - G - =GAS LINE
242 = 12" OAK 470 _ 8" OAK 830 = 12" PINE 3006 = 13' PINE v'O ~ ?9 \ / 243 = 7" OAK 471 - 6" GUM g31 = 7 ASHE ~ ~ N ~ a
244 = 13" MAPLE 472 = 8" CUM 832 = B" MAPLE 3007 = 6" OAK R/W v'i ~ `Y / co ~ yr~
245 = 14" PINE 473 = 13" OAK 833 = 9" OAK 3006 = 6" PINE 3p3 O Op 0 \ - H 3009 = 13" PINE \ ~ 6 tJ ti / \ 246 = 6" MAPLE 474 - 7 ASE 634 = 6' MAPLE 3010 = 10" OAK ,S ~ ~ to 303 d' ~p 3~[J'~`p ~ \ ~ ~ ,i "'J so h 0Q 5 ~ o >x ~ 1a~.---~ n
249 = 9' MAPLE 558 = 7" HICKORY g35 = 7" ASHE V M 7 ~y~'' -`6~ 5 3011 = 6" GUM C ~j \ W ~ "'yb° 1 o o = 7" HICKORY _ ' 7 \ 0 p 0 p ~ ~ \ / 250 = 8" MAPLE 559 836 - T PINE _ K AR p2°~ 'h ~ O o v ~ k 7 ~.9z ~ 779 ~ ~Sr , f,...~Rl"' ~ q ~ ~ EIP X 800.39 ~
= 10" HICKORY 3012 - 6 OA Sy p M EIP \ ~ 251 = 6" GUM 560 837 = 13" MAPLE _ 'PINE I~ 1 r X 798.4 RY 561 = 8" CEDAR = g" ASHE 3073 6 ~ 1 80 O ~ 252 = 14" CHER 838 14 = 6" PINE (t K E ~ ~ 0 ~ Nr1 i~ ~ a~ 8'49 5., >
253 = 12" ELM 562 = 28" GUM gag = 6" ASHE 30 Oq tC O QI O \ / ^ O+ _ 3015 = 8" PINE p ~ O, ~ v' r7 N N 9 01.11 Y~ ~ 0 ~ 5~ 254 = 9" ELM 563 - 16" GUM 840 = 8" ASHE _ (/S / 9 0~ NN o 3 O O M N ~ h - 12" PINE ` u' M
255 = 10` OAK 564 = 6" GUM 841 = 6" ASHE 3016 - (,/C' • r~,y Ri ~ Op p O Oa 0 ~ 2 ON 1 / 3017 - 10" PINE R~ M ~ 0~ ,n 9 46 256 = 10" OAK 565 = 10" HICKORY 842 = 14" OAK Mp w 8 ~ 1N 95, D!T ~ ttp ~ g °j Y C7 tt~ ~Y N 2 N d' r ,fin ~ ~ a
257 = 8" OAK 566 = 11" GUM 843 , 15' MAPLE 3018 = 6° CHERR1~ VAR V'~93 )8 Ch q, ~ ~ ~~r O~ ~ 19 - T GUM 3019 = 6" PINE FS 6 58 > O W ~ 27Q N ~ N ry vV ~ ~ ~ 8 258 = 10" PINE 567 - 15" SWEE g44 = 8" ASHE 0' = 6" ELM e G S EP D "0 ~ ~ N ~ , o RJ MictT E~'Hklf~ N. C, P• L S. certify that ~ ~ to N ^D 6j ~ NMS J 1. ~ '~1 ~ A ~ a'- this map, drown from an actual field survey under
302 ~9 O O ~j, ry 0 259 = 10" PINE 568 = 6" GUM 645 = 13" MAPLE 2~~ 80 f NAIL) d?' ! p ~ 0 ~ y. ~ ~ 'qt 31 ry _ 3021= 6" ELM J p '3g ~Oi ~ ~ 9 2~ `ti S ~ ~30~ N 260 = 7" PINE 569 - 11' CEDAR g46 = 6" ASHE 3022 = 6" ELM G ~y EIP ~ 0) c~ 2Q ~ ~ O p1 `Z v' w ~ ~ \ A~ 1 i tion meets and nor exceeds the Minimum 1 _ 8l ~ u' ~>a m 9~~ , R d9g5~~,Ep my d rec ~ i for
570 = 9" CEDAR - "ASHE `Sl S (PK NAI j 'J' c~, Co N N s l O b'`Z 0 ~i 2g1 = 10° PINE 847 - 7 3023 = 7" PINE 3 ?7 O co 6 zc 241 2 ~ t0 pp b o ~ N A (TI ~ ~y Standards set forth in the manual of Practce o ~ ~eS ~ s ~ g 49 ~0 6, Land Surveying in North Carolina. Title References
262 = 12" -PINE 571 = 7" OAK 848 = 12" MAPLE 3024 = 9'' OAK O 63 = 6° PINE 572 = 12" GUM 49 = 6" ASHE _ R J ~0 C4 ti ~ M ~ ~ / w N 466.76 ~ 5.96 OU r.-----'RAW 9 regording the adjoining properties are subject to o~ y ~ ~
264 = 8" PINE 573 = 6" HICKORY 8 3025 - 12" PINE /W ~ ~ Ss8 ' 0~ ~~--.......`PO V1j N C9Nti ~ a _ / 850 = 14" OAK 3026 = 12" PINE 8 ry _ g "`-(A. V z c~ N rib' O O 265 = 16" PINE 574 - 18" GUM 851 = 15" PINE 3027 = 12" PINE 3A ---.'~--._,._>D - 7 = 10" CEDAR - ~ 3 9 ~ ~ gC' ti 00 p ~ m ~ W~~rnrv~,~Jn-L-- ~S-~ .G information provided by local County Government. . 2 DU Subject tract title research for retracement of D
266 - 14" PINE 5 5 852 - 8" ASHE 3028 = 15" PINE ~ ~6-----' 270 = 6" PINE 576 = 7" HICKORY g53 = 6" ASHE = 6" OAK 99 T/E U is 4 to NMS 3029 •S ~ EP n not intended tv certif E Boundary Lines only, and Y IR H
577 = 20° GUM AK 2 L 71 = 9" PINE 854 = 14 0 - GUM 2 3030 - 6 NAIL v - " HOPHORNBEAN (PK ) C3 RD . 272 = 9" PINE 578 - 15 856 = 7" ASHE 3031 = 15" PINE R R E title. H s C R w Gva N/F
273 = 10" PINE 579 = 20" GUM 857 = 7" MAPLE 3032 = 6° PINE °?~S v 5 80 ~ ~ .3 274 = 14" PINE 580 = 6" HICKORY 858 = 15" MAPLE 3033 = 9" PINE 2.00 --~rns" (RAI oAD CHESHIRE JOINT VENTURE IKE) GIS MAP # 027-132-14
275 = 6" MAPLE 581 = 15" GUM 859 = 9" ASHE 3034 = 8" ELM 276 = 6" MAPLE 582 = 13" HOPHORNBEAN 8 0 = g° MAPLE 3035 = 8" ELM 0349 6 ~ 009 oRl~ '9 DB 6197 PG 570
277 = 6" MAPLE 583 = 7" GUM 661 = 13" ASHE 3036 = 6" CEDAR NSF d0 QU ~ 278 = 7" PINE 600 = 22" SWEET GUM 862 = 13" MAPLE 3037 = 6" GUM LOUIS M. HELMS & DRIVE 330 OU ? o a Michael S. Miller 802 B L-3677
279 = 6" PINE 602 = 8" GUM 863 = 8" ASHE 3038 = 9" GUM A B. HELMS $ 280 = 8" MAPLE 603 = 12" GUM 864 = 7" ASHE ANIT VDU 0 DU DU X T N ~~9 8
- T cuM ~ AP 027-132-04 sos 281 = 7" MAPLE 612 - 22" SWEE ,ISM # o ?,pry 282 = 8" MAPLE 614 = 6" OAK DB 11652 PG 60 't~" 'W ° ao 9 !S ~8 6
~ ~ 4~ ~ 603 283 = 11" PINE
284 = 7" PINE 807 •Or Q 9 SO 7 '~R ADDITIONAL TOPO ACROSS SR 2480
aop o 2 12-11-O1 B5
REFERENCE PLATS \ O, 0 1 0° o ' `POi BO 0 p~ o rNt 160fA p ~f01EtUlIpC I EDGE OF PYMT. ALONG PROP. SUGAR CK. RD. SHOWN 90 ~ ~y~ 9 1 ~ ; - ^6-Q1 AND ADDITIONAL TREES ALONG CHESHIRE RD., SPOTS MrF
L CORP: AS PREPARED BY " ~ ~~u o ~s~ > ~ ' o`t'o ~,T REVISION BY 9,~ ~ ao N 0. ~ ~ E
FINAL PLAT OF N.C.F. FINANCIA ° ° ~p0 s2 1) ~ ROBERT S. SPIDEL, NCRLS DATED 12-22-89 (MB 23 PG 580). o°~ 800.53 800.53
APITAL ATLANIIC INC. RIGHT OF WAY DEDICATION, PREPARED BY a° , ° ~ 80-632-4949 PROJECT NO BOUNDARY AND TOPOGRAPHIC SURVEY PI18
2.) SECURITY C B9 DEATON HASTY, DATED 4-19-94 (MB 26 PG 25) ~ 00 ~ I o ° s SCALE
AND LAST REV SED I r N/F OF CHESHIRE PLACE -PHASE II 1"=50' CHILDREN S WORLD DATE
ESHIRE CROSSING PROFESSIONAL PARK MAP 1 , - ` ONE STORY BRICK BUILDING T OF CH I 3.) REVISED FINAL PLA BRICK euILDINC LEARNING CENTERS, INC. FOR THE CROSLAND GROU 9-25-01 GIS MAP # 027-132-07 DRAWN BY
ARED BY ESP ASSOCIATES, P.A., DATED 10-25-95 (MB 27 PG 481). 1 AS PREP 'j~ ~ ~ ~ ss AND LAST REVISED 5-3-96. ~ DB 8858 PG 667 LOCATED IN MALLARD CREEK TQWNSHIP MrFrelich, Bs
- ~ N/F CHECKED BY CHESHIRE JOINT vENTURE MECKLENBURG COUNTY MSM
4.) N.C.D.O.T. PLANS, PROJECT: 9.8100392 TIP #U-3342 ATED 5-9-01. ~ AS PREPARED BY KIMLEY HORN AND ASSOCIATES, INC , D 9~, GIS MAP # 027-132-14
V NORTH CAROLINA DB 6197 PG 570 DRAWING NO
= 5.) COMPOSITE BOUNDARY SURVEY FOR LANOCRAFTnPROPERTI~ES~sNC. i
AS PREPARED BY DELTA LAND ~trcvwt~,iv~•, r OWNED PI186N FO,DWG
6.) LEASING PLAN Of CHESHIRE PLACE PHASE II, FOR CROSLAND RETAIL 190' CURVE TABLE a BEARING DELTA CHESHIRE CROSSING
P. A . AS PREPARED BY COLE JENES7 & STONE, DATED 4-18-01. CURVE LENGTH TANGENT CHORD BEARING SP ASSOCIATES, .98' 27.00 53.98 N32-12'03"E 1 53 E 49.72' 99.37' N31'27'37"E N32'1 2'03"E 02'49'20" BAR SCALE 1"=50'
engineering -surveying -planning 7,) TOPOGRAPHIC MAP OF CHESHIRE PLACE, 7OR THE CROSLAND GROUP,INC. C C2 99.39 LP PROFESSIONAL PARK, N3127'37"E 04'18'13"
530'38'39"W 23'37'31" 125 SCALEYBARK RD. X
12245 Nations Ford Read, Suite 401 AS PREPARED BY LUCAS-FORMAN, NC., DATED 12-22-98 C3 492.90' 250.00' 489.42' 530'38'39"W C4 1165.38' 480.49' 243.71' 477.10' S30'38'35"W S30'38'35"W 23'37'24" 0 25 50 100 CHARLOTTE, N.C 28209 OF SHT
Pirievnev 2 X - iEte, NC 28134 (704 j 504-1437
S\DWGS\CROSLAND\P118\PIIBBNTO,DWG 12-03-01 9t5529 are EST
X

f -
/ `f - - 11' TRAVEL LANE, 4° BIKE LANE, ANO SEE TYPICAL ROADWAY SECTION ~
26=- BAND GUTTER = 17.50' THIS SHEET FOR SUGAR CREEK ROAD IMPROVEMENTS 100' TAPER / _ OWNER TO INSTALL CURB AND GUTTER AND STORM DRAINAGE z - _ o, y.._.-.~"~° _ _ CDOT TO PROVIDE/INSTALL PAVEMENT AND MARKINGS. h NUNTERSNLLE ~
- N v. SEE DETAIL THIS SHEET.
F., _ - - _ . ~ r: Oi ~
- - . a ~ _ ~~P~ ~
---,a E • , - TYPE II COMMERCIAL DROP C~ BRIIIEWAY ...355 - ~ - w._ . E~'~ ~ ~ ~ •
_ _m_..~ •9T .~SfE-~ DS DTL. 10.258 - - P~' ~ ~ p Q,
_ Q - ~ , ~,w__ . ~ - ~Y - ,.w. ~ - _ ~.ry ~ _A .
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td2 '15'53"E/ ~ ~ I ~ _ _ ~P-t.ANT STRIP, 'f1'~?:- ~--i NMS 9 36 ~ i' ~ N 93 56, ~ ~ ..a'" ` , _ ~._.w
5'-0" CONC. SIT~EWAi+(-WITH M~ HG-RAMP, TYP. SEE CMLbS'~~:--1.0.1 ~ CAST IN PLACE RETAINING WALL (REF. TO SHEET CV3.0). o ~ ~ a w ,N, SITE "``------"M ~ WALL DESIGN BY OTHERS. PLANS AND DETAILS MUST BE ~ ~ o < y ~
0 ~ti ~ a. w ~ -4-,_ + ~ 9p p' GUTTER, TYP._ ; _ _ p ~ ~ . _ 2'-~6". CURB AND ° '4?..... r ~ rs " ~ SIGNED AND SEALED BY PROFESSIONAL ENGINEER. PLANS _ a o ~ W r ~ DAVID COd ROAD ~ ~ f1
J ~ / o ~ , ~ _ Co ~ ~s e O _ 3 ~ `~--w----~-"MU~~.9E SU.B1d1.LIEt1,~ND~k'.P.&OVEA--B'F°~Ifi't'~fiCGif1•NG _ _ _ ~ ~ 1800 Camden Road
1 _ Q. y ~w - 1 `F ~ C~~ r' • to ~ i ~ c/; ,3 - - p 7g ~ S ~ ~ ~ ~.T E III _ ~ ~ _ ,il ~ 0 _ _:~:~EE CMLDS DTL 1028 - - - ~ ~ - - - - - - -'PRIOR TO CONSTRUCTION. _ - - - ' - _ ~ N Suite 103 _ z _ 3 2' MIN .ELA~1T•~fRIP'"-` ' - ~ Charlotte, NC 28203
w . , , - - _ _ ~ _ - - - - . ,.,,,w ~ ~ o x CMS I - - - 10x70 SIGHT TRI, TYP. 13.50 ~ - - - . a ~ ~ o _ -
w ~ t J - , 50 SETgAC 35x35'SI6kLL TRI, TYP.---\ 13 ~ ~ , ~ ~ ~ ~~,~,t~s ~ - - ' - K . SO' I H T TRI TYP. Y - - ND CURB Gl7TTER" AND Tel [phone] E , ~~t~s Fax [phone] --.~~K AT_PROP. CORNER p
Q - _ , - / 10x70 S G ~ _ 1 ' \ END CURB, GUTTER, AND - ~r' 100' TAPER w.r. HARRis e~w.
G~ - - 9 g0 \ U \ SIDEWALK AT PROPERTY \ R,2 ,S.1P PROPOSED GUARDRAIL; SEE NCDOT ROADWAY CD
~ V LIMITS. ~ ~ 5 SIGHT TRh TYP. ~ ~a L ~ ~ .Nh+s 35x~ .q{ STANDARD DRAWINGS #862.01 AND #862.02 " FOR PLACEMENT AND INSTALLATION DETAILS,_,_ - - - - Pew
~ - ~ CURB TRANSITION FROM 2 6" CURB AND GUTTER r .5 T'S t, r ~ - - - - PORAISSTOPBIDDIAGGE~'fRALCQNTRACTORS,GOTO
~ TO 1'6 CURB AND GUTTER, TYP. BEGIN CURB .n ~ O. ~ ~ U ~ MCP ~ ~ ` . ` ~ ~-~"'-----..r. ' \ APPROXIMATE LOCA110N OF WALL
U U` AT 50 SETBACK. SEE DETAIL 15/CV6.3 12.8, ~0 ' - _ ~ ~,5 • r ~ t- ~ E27 ,t . www.bid ist,ws 'S t ~ ~ TRANSITION FROM CAST IN PLACE WALL VICINITY MAP NTS
~ N/~ X12,5 ~ 5p' T w ~S ASSOC,,~TES LLC o 12.5' ~ S IMD BACI~a NS TO MODULAR BLOCK WALL. REFER TO
~a~ ~ .A~ I c~. ` 12 ' ~ WALK S.> ~ ~ ~ , ~2 ~ RETAINING WALL PLANS BY OTHERS. ~ 12~ ~3,, ~
C~S~S `'~1 r - - n~6 2i 4~i ~ 5 r r11 ~ ~ ~ . Nq`` - ~ •28' ~ EiP C -Sr~~ `"'3 ~ REFERENCE TOPOGRAPHICAL SURVEY PREPARED BY ESP ASSOCIATES, ~ ROAD SUITE 401 PINEViLLE NC 28134
~ p 1 6 0 ~ ~ - _ SEE SHEET CV5.0 FOR '-5~~~ ~ r F 12245 NATIONS FORD , ~ ~ FF R PLANTING GIS #~D ~ ~`3 L"'-23 704-504-1437, DATED 9-25-01, REVISED 12-11-01. BU E
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EIP ~ 9 R' $ i dQ i9 ' \ 2, O . d Q i \ y Q. p, 71. 1 ~ ~ Ly~ Civi(En ineerin C~ _ ~ ~ ~ ^ 9 9
Z ~ V ~ 0 PROPOSED 5' SIDEWALK CMLDS #10.22 Urban Design ' ~ ~ ~
ti7 ' ,cn ~o \ ~ A ~ MODULAR BLOCK RETAINttJG, / , ~ ~s 112 South Tryon Street
C \ L 1$ R. ~ . R, 5 TYP, REFERENCE SHEET CV3.0- ~ EiP Suite 300 ~ 1 DESIGNED BY OTHERS
~ , I W ~ ` .f f~ \ FUTURE - ALIGN WA r ~ ~ .r' ~ o f ~ Charlotte, North Carolina 28284 ~A 22.2 ~ ~
W ' ~ WITH DOOR (TYP.) ~ ~ GOLC~EN AR~;~i LTC, PTNMSF. ~ A ' i i0R (TYP.) x ~ BOARDWALK. DESN. BY OTHERS. ~ PROPOSED HANDICAP RAMP CMLDS #10.31 Te! 704, 376. 1599 ~ ~ ~ ~ CMLDS 10.32 Fax 704.376, 7891
~ ~ ' ~ ~ UTPARCEL O 0. ~ o o ~,wE ~ ~ ~ ~ # rn : ~ ~ www.wlejeneststone.com
PG 5~2 9 Q s ~6 \ >z D, ~ ~ CONCRETE DUMPSTER PAD 5 ~ ttisu~nngr BOLLARDS, TYP. / , ~ 1 SEE DTLS. 2/CV6.1 AND 3/CV6.1 ~ Arr~
PJB 2 ` `'G 4c"' EIP \ 1~ r BOLLARDS ~ ~ w ~ N ~ _ WI I t ALIGN CUT OUTS TH ~ 0~ ~'i
4 5, FACE 0 COL M ti H PROPOSED HAND .ar SPACE 7/CV6.1 ,,K~,'~,~ ~o. ~ ~ ~~pPE qR~y y
~ ~w S ~ ~ j ~ EEl L•STOPS- ' BLDG. CANOPY, TYP. ~ y o y
cn EiP 44 ~ ~ HEAVY DUTY PAVEMENL 9 E • I ~ ~ 4 TOTAL TAPER CURB ~ ~ C 3 ~ TYPICAL ~ p• =18 ' ! ( ) ~ ~ p C : Q - - ~ ~ PROPOSED DEED RESTRICTED c n : W C-103 A ;
~ l ~ 1 p ~4 VV ~ 0 ' ~ ~ y ~ ~ ~ DTL 3{CV4,3 FOR PAVBr@!i ' 46, \ ~10.p0' ~ I ~ Ir1AfM(Nt16 THB AREA R CENTER 5' WALK IN I ! ,I ~ ~ ' aH ~ ' 1 ~ CONSERVATION AREA. COORDINATE ~ ~ ~ ^ r 4 ` .~ti w ~ ~ - r . ~ t si o`' ~v ` 0 ~ - ~ - , WITH OWNER FOR RECORDA110N. i P ^ ~Ard I"aK 7 CV6.1
Q EiP 14' ISLAND. ~ f l~ ~ ~ ~o HV ROPOSE.. C _ VAN SPACE / s~ a~. Zc es„ p
~ ~ ~ I a ' ~ ~ 'WIDE PAINTED CROSSWALK FROM , 9 ! ~ 5 ' R N ' 'ROM . p 25.5 CLEA ~ N/F rr~rrr T
I END WALK AND ALIGN HC L14 U I i ~ U N~ H HC SPACES TO STORE, TYP, CURVE TABLE RAMP WITH ISLAND HC RAMP ~ I 6'xT CONC. R ` 00 u~iun~
TA f 16 9. CONCRETE DUMPSTER - ~ TANGENT BEARING CHORD ~ I 115 E-+ CURVE LENGTH RADIUS DEL a~ TY PAVEMENT ' I F4• SP, _ TRANSFORME 15~ ~ CHEw,~iRE CRASS, v~ i TE DUMPSTER FORMER PAD ~ ~ N ~ ~xRr ' 1`310N' I. PAK~ . LP ~ pp,~,:-;~r,-, ~ , o CMLDS 50.10A, B, C ~ 0 m. ~p w 1. -G~
a _5 LIGHT DU ! 14`-± '4 PAD. SEE DTL. 2 CV6. C1 20.49 50.00 23'28'49" 10.3., N67'22'44" 20 ~ ~ i 4.5 - f REF. ARCH. PLAN FOR tEE DTL. 2 CV6.1 _ ~ . SIGN # 'CH. PLAN FOR 1~ g5 1 ^ .
`R 2Q35 ~Q~ TYPICAL ~ I ~ w C2 20.49 50.00 23'28'49" 10.39 56722 44 ~ i ' g.5' v ~ SCREEN WALL. WALL. ~ ,h ~ ~ 7133 PG 68. I
18.85 12.00 0'00'00" 12.00 510'38'19"E 16.97 a~/ C3 9 ' ~ a, 9' 5. ~ ~ w q ALK TYP. ~ ARD TYP. /v, 5 W .5 ~ w 80LL , ~ I
~ C4 54.98 35.00 90 OObO" 35.00 579'21'41 'W 49.50 / cn k H ~ ~ ' `n o ~ f ONCRETE WALK ~ HEAVY DUTY FUTURE ~ ~ ~ ~ , DUTY ~ ~ ~ S a cr^, ~,r H T ii ~ ~ ~ .r. ROP~~-_~_ _ . _ ~ J SEE NOTE 7 THIS S EE
N /i ~ CONCRETE 11 /CV6.1 - - _ i i TE 11 /CV6.1 'k ~ I ~ ~J
2 : ~ ~~~~M ~ ~ ~ m ~ ~ RAMP. REF. UTPARCEL t . 0 . ~ / l m ARCH. DWGS. REF. i',.° p 1 )WGS. 1 ~ NEW 35' SETBACK It's our lace to am rove ours.
~ F` w~ ~ ~ C1Z H H ~ CURB FLUSH WITH PAVEMENT _ ~ i I ~ PENDING ABANDONMENT OF p P y 1~~ ~ ~ ~ ~
_ ~ ADJACENT TO FOOD LJON FRONTAGE ~ p) ~ ~N~ i' i 9 , o CHESHIRE ROAD ROW. o ~ HEAVY DUTY CONCRETE 11/CV6.1 125ScaleybarkRoad
C I E ' P TAPER CURB ~I 1~, NEW ROW PENDING ~ ABANDONMENT OF Charlotte, North Carolina 28209 REF. -
x N I 9 RAMP. REF. ~ ~ j E • P ~ =~t: ARCH. DWGS. 2; , i ~ ~ 2. ` CHESHIRE ROAD 704 , 561.5297 )WGS. ,I.', L38 1 1
i ~ ~ ~ / BOLLARDS, TYP. ' ~ I L° y , + DS, TYP.
W n CURB TRANSITION FROM 26 CURB AND GUTTER f I r H A~'~ ~ ' ~T~r r,~l~ ~ I~ 15A CV6.0 r (gyp E C _ BITU ti01,, CONCRETE ~1 ~VV e / es 37.49 r ~ ~
~ TIE PROPOSED ~ ' ~ • TO 1'6" CURB AND GUTTER, TYP. AT POINT OF ~ O C11 N SIDEWALK INTO ~ TANGENCY. SEE DETAIL 15/CV6.3 t., - ' ~S ' ~ harlotte NC 1 C ,
~ EXISTING WALK % ~ ~ r t ~ w ~ f r. .P 1 ' 1
" ~ ' ) CONCRETE OUMPSTER PAD C APPROX. / ~ ~ 4 -0 PLANT STRIP N ~ W
~ LOCATION i I ~ ~ - ~ ~ SEE DETAIL 2 OV6.1 X42 N Riw 4 -0 CONC, SIDEWALK ~ 1, i REF. ARCH. P ANS FOR N ~ OF EXISTING N ~ SCREEN .WALL. ~ ~ R~Tu ~n~~ ~ 158 ~C'd6.0 }:42 ~ ~ _~G'- ~_M'°,,,~5 CONCRETE i
SIDEWALK 35x35 SIGHT TRI, TYP. I 1$ EQ. ~ r t~ ~ A~ - - ~ \ 28'1 j E ~ io - M36' ry
~ ~ ~Or 10x70 SIGHT TRI, TYP. 125 Sp,_163.0, ~ x \ ~ ~ \ 5' WALK, TYP. _ ;
H ~ ESP ~ n 125 , - ~ ~ ~ ~ I FUTURE PARKING/DRIVEWA _ - _ - . ~ / ° " ~ 301.13' ~ ~ _ •n ~C+~ EIP ~
- _ - - - ~ _ ~ ~ PENDING ROW ABANDONMENT z ~ _ _ ~ _ - 55.00' ~ S18'4953"W PRC=^SE_ CURB & GUTTER CMLDS #10.17A
~ _ "'re. ~ - ; ~ 1 . -~'~---roc--_.,..~ ~ - p~- --~ot~-~-- MODULAR BLOCK v .28' ~ ~ _ in
~ ~ , ~ ~ ~ 13.50 ~ a " . _ ~ ~~RETAINING WALL (TYP,} r--,.~, 2 _ , ~ ~ _ 3 'SETBACK ..r 7a . N o
EiF ~ b ~ ~ ~s BY OTHERS. _ I ~ ~ ~Pk Nar~.`; - , ~ ~ e+'aV ~ . ~ ~ REF. SHT. CV3.0 ~ , a.. NMS w., ~ ~ ~ I PROS^~E~ , -6 ~ :'RB & GUTTER CMLDS #10.17A
~s J - ~ ~s• m` h~ NMS E~ I
~ 2'-6 CURB GUTTER
. 466 ~ _ ~
~ ~ R - CJ ~ \ - - ~ ~ ° ~ PROPOSED WNEELSTOP 12 CU6.1 EIP / '
R; ~ tD - C7 TYPE, I I DRIVEWAY EIP' . - - evasions r Tr ~J
SEE LDS DTL. 10.28 (PK NaIL o C,; - - , - ~ p~' _ OWNER RESERVES RIGHT T , _ ! ANDS DE~~,.,, ~ ~ t ~~,~p TnE CITY OF CHARLOTTE N; ,
~ h~,.F'S _ ....:APPLY FOR fUTURE_flRiVEWAY GUTTER,~~ w ~ z,_ ~ ~ ~ - PER PET. y95-33C. ~ ~ ' sPiKE) i GUTTER r ~ CN_ShlIR~ JC~NT JtNiJRE 03/01/02 FOOD LION REVIEW ,(paltROA~ ~ 24 G 50, sPiKE 1 ~ T ~ E3~ - - ~1 ~~c ~q ~ L: ~ 02; _ ~ 32,_1,1 I 03 05/02 REVISE DUMPSTER PAD NOTES ~
ti, s1fP ~ 2-- _ - ~ 4'-0 T STRIP w RIP 1 - - - ~L, o..A.• # - , I / bRV~' - DB 619? 5i;i 10c PROPOSE TREE PROTECTON FENCE 9 CV6.0 03/29/02 REVISE STAKING PLAN ; - ~ D / - ~
~ LINE TABLE ?8 ~:16~2 rG c'J ~ IF CHESHIRE ROAD R/W 15 ~ ~ • ` oeiv~ - 4 "0~'~®N .'+~IDEWALK, TYP. ABANDONED,_ OWNER RESERVES - ~ ~ s~ (WALK, TYP. ~ ~~.w---°~ ~ 04/01/02 PER CtPM COMMENTS i \ ~ 04/24/02 PER CDOT COMMENTS y
LINE LENGTH BEARING HC RAMP, TYP. w SEE CMLDS DTL 10.31 ~ fl- ~ -THE RIGHT TO DELETE CURB, ~ r'" t 05/13/02 PER CEPM/CDOT COMMENTS
Q L1 43.63 555'38'19°E I 2 19.13 N79'07'08"W t] ( ~ ~ GUTTER, AND TQRM DRAINAGE. L c~G 1l J ~ 10/04/02 PER REZONING/NEW BLDG,
L3 13.88 555'38'19"E ZoNI PROPOSED GUARD~aIL NCDOT #862.01 o Co E SUMMARY Z KING D
PW. L4 63.23 S5538'i 9"E PROJECT AND #a62.o2 PROJECT NAME: FOOD LION AT CHESHIRE PLACE PHASE 2
~ L5 77.50 555 38'19"E 6331 WEST SUGAR CREEK ROAD, CHARLOTTE, NC
L6 63.26 555'38'19"E OWNER; OWNER: CROSLAND PHONE [phone] PHONE - -1 55 NOTES PLANS PREPARED BY:COLEJENEST 6c STONE # 704 376 5
W L7 63.00 855'38'19"E > Note: Ali construction within NCDOT's right of way will be constructed unaer the Standor~s and Specifications of The Department of Transporta Ion. PLANS P ~ L8 63.00 5553819"E
~ L9 129.80 555 38'19"E WORK PROVIDED BY CDOT WORK PROv1DE BY DEVELOPER ZONING: ZONING: CC (PET. #95-33c) JURISDICTION: CITY OF CHARLOTTE t. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSION
W L10 29.51 N34'2141"E PROPOSE PROPOSED USE: GROCERY/RETAIL PARCEL NO.: 043-091-22 BUILDING HEIGHT: 40' MAX. STORIES: ONE 2. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHER~,ti"SE NOTED-
L11 187.05 N34'21'41"E 'VMT. ~ N ,p' BUILDING EXISTING P ~ 1.0 4,0 cv 4.0 5 BUILDING ~ L12 20.52 N34'21'41"E LOT SIZE BUILDING COVERAGE: SEE TABLE BELOW RIGHT GROSS FLOOR AREA: 41,561 SF
~ L13 196.04 N34'21'41"E CONCRETE WALK LOT SIZE: 11.310 AC NUMBER OF UNITS/SUITES: N/A 3. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.0.6.) AND STAKE SITE ~~~~,,ti~~~~~u~npr~~ AS INDICAIED ON CONSTRUCTION DOCUMENTS PRIOR 'O COMMENCEMENT OF CONSTRUCTION. `p~
x ~ L14 20.52 N34'21'40"E f , YARD RE NOTIFY COLEJENEST & STONE, P.A. IMMEDIATELY OF ANY DISCREPANCIES. K YARD REQUIREMENTS:
l15 196.04 N34'21'40"E ~i SETBA( z • HESHIRE ROAD=35' FR M CL OF R W CHESHIRE ROAD=65' ;:'~p,ND q SETBACK (FRONT). C _ 0 K RD.=100° IN R IN UNLESS NEW SUGAR CREEK RD.-50 NEW SUGAR CREE 4. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BL ~D G, OR CENTE L E y
Q ~ Lt6 216.56 N34'21'41"E SIDE YARD R : N A OTHERWISE NOTED. SIDE YARD (L): ZERO OR 10 O /
L17 20.51 N34'21'41"E SIDE Y Q REAR 196.05 '41" ~ ~ L18 N34 21 E V REAR YARD: 20' ~ r ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND y;' Z:
Li9 36.01 534'21'41"W REQUIRE[ 5 ~ , Q': REQUIRED BUFFERS: BUILDING COVERAGE TABLE: CONSTRUCTION DOCUMENTS. % e~`.`
a .5 FRONT; L20 180 5 N34'21 41 E SEE NOTE 3 BELOW THIS SHEET ,-a ' FRONT; NONE r,.~ ~ ' ~
Q L21 50.00 555'38'19"E `Y CANT STRIP SIDE (l SIDE (L): NONE EXISTING PHASE ONE OUTPARCELS 6. ALL RADII SHALL BE 4'-0" (B.O.C.) UNLESS OTHERWISE NOTED. ~ Orr ,J, 97 SF °,1 ~i r~mn~»~~~ 2 15 02 CATED GAS STN 23 0 / / REAR: 56 WITH FENCE AS INDI ~ ~ „
cn L22 168.55 N34'21'41"E -.,URB AND GUTTER REAR: 2 31.75 '1 "W '-BICYCLE LANE SIDE (f SIDE R : NONE FAST FOOD 4144 SF 7 STOP SIGNS SHALL BE R1-1 30"x30". 3r O
~ L23 N5538 9 ~ L24 63.23 N55 38'19"W TYPICAL SECTIOPk PEW TRAVEL LANE W(TN BICYCLE LANE REQUIRE[ VIDEO STORE 5916 SF ~ . r v REQUIRED SCREENING: 8. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. a Q,
~ L25 77.50 N5538'19°W NTS FRONT: FRONT: NONE NEW PHASE TWO BUILDING(S) `Et ~ ~il;'~
L26 63.26 N55'38'19"W SIDE SIDE (L): NONE 9. ALL REFERENCES TO °CMLDS" ARE PER THE LATEST EDITION OF CH~I`~ TTE
X27 63.00 N55'38'19"W ~ a. ALL NEW PAVEMENT, MARKINGS, AND REMOVAL OF OLD MARKINGS REQUIRED FOR REAR: NONE GROCERY/RETAIL 41,561 SF REAR: MECKLENBURG LAND DEVELOPMENT STANDARDS, CON FACTOR SHAUL U SIDE R : NONE SUBTOTAL 54,018 SF T E DETAILS WHERE NOTED Pro ect No. 01-064 2341 HES
" U L28 63.00 N55'38'19"W 1. REFERENCE CMLDS DTL. 10.14 W THE NEW SUGAR CREEK ROAD IMPROVEMENTS SHALL BE PERFORMED BY N.C.D.O.T. SIDE I ° ~ L29 29.00 N55'38'19"W PARKIt• W PARKING AND SERVICE ONLY. YES
~ cn 2. ALL WORK WITHIN THE RIGHT OF WAY SHALL BE IN CONFORMANCE WITH ALL APP'~iCABLE CONTRACTOR TO COORDINATE WITH C.D.O.T. AND N.C.D.O.T. ra n B ' RNAL LIGHT SOURCES SHALL NOT EXCEED „ HT. MAX ~ ~ 10. ALL EXTE PAVEMENT COVERAGE: 229,895 SF
Q L3Q 33.D0 N55'38'19"W N.C.D.O.T. AND CHARLOTTE D.O,T. STANDARDS AND SPECIFICATIONS. ~ S T R A MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING PAVEME~ s 2 L31 70.63 N55'38'19'W CONTRAC 0 SH LL (~t, 1~ T V
- C ~ ~ n."r.,ruT ~n,rni n r rno r.i[ui Ci iCeR (`pFCI! R(1G(1 AS F(ll I (1WS• ~„~T~ ~.,~~r~.~~ rro~rrc Tun rnniTOnrrno cunt i ~i n!`C e~in 4a61NTdIN CIG~IC iniTroino T R HA PONSIBLE FOR PROVIDING aNY RIGHT OF WAY Checked B KJB iniTroino i enmcnnoinir 1 i. CONTRAC 0 S LL BE RES Y
1 L nV VI\ JI Int~L L , IIV ILI\IVI\ I IN L-I\ VI ENCROACHMENT PERMITS AS NEEDED. REQUIRED L~ V VJ~n 22,990 SF ( )
1-33 32.99 N34*21'41"E 2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE 1-2 DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT REQUIRE[ o Z L34 147.19 N34'21'41 "E 2" BITUMINOUS BINDER COURSE, TYPE H TRAFFIC IN ACCORDANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK PROVIDE[ PROVIDED: 262,769 S IF Issue Date: 0215 02
° L35 12.20 N55'38'19"W 10" ASPHALT BASE COURSE, TYPE HB (W.A.T.C.H.). PARKING 12. ALL RETAINING WALLS TO BE DESIGNED BY OTHEFS =E?AINING WALL PLANS AND DETAILS PARKING DATA: (SPECIFY REQUIREMENT, ZONING ORDINANCE AND SECTION NUMBER) MUST BE SIGNED AND SEALED BY A PROFESSIONA_ ENGINEER. PLANS MUST BE SUBMITTED
L36 28.86 N55'38'19"W -OR- SECTION a ONING ORDINANCE REQUIRES RETAIL STAKING AND SECTION 12561/250.=202 OF THE CITY OF CHARLOTTE Z AND APPROVED BY CITY ENGINEERING PRIOR TO COo_'RUCTION. MATERIALS
a Q L37 187.45 N66'05'44"W 2" BITUMINOUS CONCRETE SURFACE COURSE, TYPE 1-2 6. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING WORK. ESTABLI~ ESTABLISHMENTS TO PROVIDE 1 SPACE PER 250 SF PLAN
" L38 30.44 S23'54'16" W 10" BITUMINOUS BINDER COURSE, TYPE H IMMEDIATELY NOTIFY COLEJENEST & STONE OF ANY DISCREPANCIES (704-376-1555). 41,561 2 L39 36.97 574'1 7'09"E REQUIREI 41,167 SPACES SCALE; 1'°=50°
° L40 74.29 N15'42'51"E FOR AREAS OF PAVEMENT WIDENING LESS THAN 5'-0", 5" OF BITUMINOUS CONCRETE REQUIRED:167 PROVIDED. 251 HANDICAP: 8
~ p W L41 22.87 S74'1 7'09"E BASE COURSE, TYPE HB SHALL BE USED. COMPAC COMPACT: CARPOOL LOADING SPACES: 2 cvl.o 0 25 50° 100° i
a Q L42 71.79 N15'42'51"E Y N I
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~ - r _ T ~ ~ _ Q ~ .r , - _ ~ ,cn'~~~ ~ - i Charlotte NC 28203
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~ , n - _ ~ ~ , _ ~ ' ~I~s Rv,c,P~r` 704-504-1437, DATED 9-25-DI, REVISED 12-11-01. PR _ .r,.' 'ARK, LP
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8" RpOF X770.90 ~ . II ~ ` ~ • Land Planning 4, ti ~ _ ~ , 3,:, Landscape Architecture
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j ~ ~ I - ~ ` .yam _ _ _ ' ~ ~ ~ i ~ - ~ PROPOSED CONT_~E< ~ ~ -l Orban D¢stgn ~
c - - , , o _ i, r 1 ~ ,,~4 ~ 112 South Tryon Street
. ~ Il.. ~ ~ l ~ ~ , . I aw ~ ~ r. ~ ~ ~ ~ ~q ' ROCK CHECK DAM. ~ Suite 300 r _ _ ~ ~
. ~ SEE DTL. 3/CV6.5 ETA Charlotte, North Carolina 28284 ~ ~ MH~9 / j -
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U ~ ~ ~ - RIM: 784.25.'- ~ I , ~ , - II ~ i ~ L.O. I ioo,oo. PROPOSED SPOT ELEVATION ~ ~ ` • ~ GPpE ARC 9
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W ~Ir" - , , , P . d _ II f ~I- f ASPHALT SHALL BE FLUSH WITH .
- ' ~ A f f? ~ ~ t ~ SIDEWALK ACROSS ENURE FRQMT"~ 0 - - - ~ ~ x ~s1ba ~ , f-, I I OF FOOD- UON _N11RE FRONT ``W alr' ~ 1 ~ ~4 > , N/F
k ~ ~ " ~ ~ s m,~l r' ~ C~SHIRE Cf;r?SSINO PROPOSED DRAINAGE SWALE
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Ja.~ , ~ , ~ ~ ~ II _ n ~ _ , _ ~ , IRRIGATION RIM, 784.60 ~ CI PROPOSED CURB INLET CMLDS #20.01A & X20.018 . ~ ~ ~ 125 Scateybark Road
x , ~85yg;.~. e5.33 r, CMLDS #20.02A & #20.026
~ ~ _ , _ RIM: 788.70 II ' ~ ' ~ ~1 CMLDS 20,02C Charlotte, North Carolina 28209 CMLDS #20.12 704 . Sbl .5297 ` 1 l :i ~ 1
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~ ::,fir ~ M . - - - - ~ - - _ _ PROPOSED IRRIGATION SLEEVES
.s ~ . ~ 3 '..e ~ (2) 4 DIA. SCHEDULE 40 PVC e V l S l y ~ S
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w ~.d'~t~. '`L:..L~'ri S. k r _ . rs3~° RA ~ ~ _,.A t _ _ ` ~ 03 01 02 FOOD LION REVI . s Slat 1 / ' - W T} C ~°'F ~T~r~F~,
p r t, r1._ 3 R - - .....«Str-'6~.""....-r°..e.r.,... ,;;,,.lw.~+.. _ CHESHIRE JOINT VEi,=T,JRE 03/29/02 ADD ROAD IMPROVEMENTS l (RAI ~ ~ ~ ~4 C 50~ ' z r ~ r ~ PROPOSED SIDEWALK CMLDS 10.22 04 01 02 PER CEPM COMMENTS
DB `1v~•L ~G 1i!. ~,..z_>~a'`."---•= - - + ' t ''~'~rtg E~~DRIVE G~ r ~ tr, t DRIVE s 1~ - _ . ~ ,OEr 617 PG 5T'C) ' ~ ~ 04/24/02 PER CEPM/CDOT COMMENTS 04/30/02 PER CEPM/CDOT COMMENTS
0 ~ _ DRI F . .c~ _ ~ .rte L3~ 1 I G L~ ~ , ' ~
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P~' f II ~ ° _ ~ ~ rt It ~ ~ 1 , ~ 10%4/02 PER REZONINGfNEW BLDG. ~s 3 I ~t ~~e~ ~ PROPOSED GRAVEL CMLDS X20.23
AND RIPRAP APRON
~ 13. NON-STANDARD ITEMS IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY
G NOTES ( TREE PROTECTION NOTES GRADING AND STORM DRAINA E REQUIRE A LOCAL OR STATE ENCROACHMENT AGREEMENT PRIOR TO INSTALLATION. STC7RM DRAINAGE SCHEDULE
~ 1. ON-SITE BURIAL PITS REQUIRE A PERMIT. 14. ALL "CMLDSn NUMBERS REFER TO THE CHARLOTTE MECKLENBURG LAND DEVELOPMENT 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUC110N MATERIALS, TRAFFIC, 21ALS, TRAFFIC BURIAL PITS A PP NV T C.O.~ _ - L.OC 110N _L.E I ER ELEV. PROPOSED ROOF DRAIN LINE
~ STANDARDS MANUAL. TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE P IN THE TREE PROTECTION SLOPE LENGTH SIZE INV INV INU W/ CLEAN-OUT :MOLITION, GRADING OR FROM TO FT./FT. FT. IN. OUT IN OUT
W ~ 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRAD x DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 15. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. :CTI ON.
~ FROM BUILDING(S) AT 2.0% MINIMUM. CI~19 JB#18 0.0100 2 18 793.60 793.58 ORDINANCE STANDARDS (IN pgn+++hq+
~ ~ 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STAf A VIOLATION AND IS SUBJECT TO A FINE. 16. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. CITY OF CHARLOTTE TREE ORDINANCE GUIDELINES, APPENDIX 9) OR CHARLOTI a) OR CHARLOTTE/MECKLENBURG HW 17 JB 15 0.0225 204 48 777.25 765.67 - ~o°~~~ CAf~ ~~~~e,
E-~ LAND DEVELOPMENT STANDARDS MANUAL 40.04.
Z 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED 17. CURB AND GUTTER SHOWN ON PLANS MAY BE ADJUSTED BASED UPON FIELD STAKING BY 0 WITH INSPECTOR. CITY ENGINNERING. ASSOCIATED STORM DRAINAGE MAY ALSO REQUIRE MODIFICATION 3. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF CI#16 JB#15 0.0597 39 18 770.50 768.17 - ~ ~ r F 0 ~'°.'L INSPECTION OF TREE : 2y ~
Q PROTECTION BARRICADES BY URBAN FORESTER. W 5. ALL ROAD IMPROVEMENTS AT NEW SUGAR CREEK ROAD AND SUGAR CREEK/CHESHIRE BASED UPON FIELD CONDITIONS. JB#15 MH#14 0.0280 152 48 765.67 761.41 - - ~ Q SEAL ~ ; =
8461 - ND LEAF LITTER M 14 0 176 60 760.41 - 759.00 H# EW~13 0 008
v ROAD SHALL BE COORDINATED WITH THE LOCAL ENGINEERING DEPARTMENT PRIOR TO 4. NO GRUBBING WITHIN TREE PROTECTION ZONE LEAVE SOIL AND LEAF LITTER CONSTRUCTION. UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GI E-SEED WITH GRASS ONLY IN N
W DISTURBED/GRADED AREAS. Q 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. CI#12 DI~11 0.0100 57 15 780.10 779.53 - (e ° . °°'S
~ CALL N.C. ONE 5. BRUSH, VINES AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS 2 IN. UALL AS 2 IN. CA IP ~,~~~r ~ ~ tit~~`~ L ER) MAY DI~11 CI~10 0.0100 60 18 779.28 778.68 - +r+mp?~ 02/15/02
Z 7. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION i0 GRADE CALL CENTER BE HAND-CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREE EXISTING TREES MAY BE DBE LEFT} TO IMPROVE CI#10 MH#9 0.0050 198 24 778.18 777.19 -
0 A T PR RTI WH N FI N ITIONS WARRANT OFF-SITE GRADING BEFORE YOU DIG LIMBED UP 6 FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT} TO DJACEN OPE ES E ELD CO D PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY STOP VISIBILITY.
~ OWNERS. 1-800-632-4949 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL;
~ AVOID UTILITY AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO THE AIR. PRUNING TOOL; BACKFILL MH#9 CI#8 0.0050 127 24 776.99 776.35 -
_ U 8. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM W OF 0.5% SLOPE ON THE CURB. DAMAGE CI#8 MH#7A 0.0050 125 30 775.85 775.22 -
o ~ 7. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/ CLEARING/ Pf0 eCt N0, 01-064 2341 3N/ CLEARING/ GRADING/ _ 180 30 775.22 774.32 :TION BY URBAN FORESTER. MH#7A DCI#7 0.0050
E 9. SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT-OF-WAY CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN m Q o IF DEEMED NECESSARY 8Y THE INSPECTOR. 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND _ Drawn B ; DCI#7 CI#5 0.0050 34 30 774.12 773.95 Y
N ~ I T T I TIN TILITIE ARE LOCATED PRIOR TO CONSTRUCTION. 8. PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY VED FOR UTILITY CONFLICTS 'HONE, GAS, SEWER, WATER, CI 6B CI 6A 0.0181 104 15 785.45 7$3.57 - Checked B K B
10. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL ASSUR NG HA EX S G U S WITH EXISTING AND PROPOSED TREES; LE.. ELECTRICAL, TELEPHONE, GAS, SE ~ ~ IN AN UNO STRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS AND SITE LIGHTING. # # J Y
a ~7 B ~ 7 !`lMlTpd('Tl1D IC IJCCD(1AICIpI G FliR PI 6(`INC RdRRI('Af1FC IICINl; FI 4f: MF'fJ FTC AC crei c° 1~~-ern ~ _ w
F LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS. F A MINIMUM OF 1 FOOT PER CI#6A CI#6 0.0263 128 15 783.37 780.00 - wlw" I -ww issue 1)ate: 02/15/02
o NECESSARY TO INSURE SAFETY TO THE PUBLIC. 9. TREE PROTECTION FENCE IS TO BE LOCATED PER PLAN OR AT A MINIMUM OF 11. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT ALL PAVEMENT CUTS CONCRETE OR ASPHALT ARE TO BE REPLACED ACCORDING TO TREE DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR RIGHT-OF-1 OR RIGHT-OF-WAY. CI#6 CI#5 0,0377 146 15 780.00 775.00 -
3 v, Q FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND o 25' 50e 100,
M SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY REGULATIONS. CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. N z CI#5 01#4 0.0247 87 30 77175 771.60 - GRADING DRAINAGE
12. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUME PLAN DI#4 FES#3 0.0080 85 36 761.68 - 761.00
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART N RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR PROPOSED P, OR AS AMENDED.
W RETAINING WALLS ON THE SITE. o Q a OS#2 FES#1 0.0065 60 30 759.40 - 759.00
a

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- - . y n _o.. 's° , INSTALL FROM DOWNSTREAM TO UPSTREAM. e,::-_.. TREAM. NuNT~RSw~uE n
t ' DIVERT WATER TO TEMPORARY CHANNEL , > _ _ NEL
~ w ~ _ WHEN PIPE ENTERS THE CREEK AREA. r , <y ~ _ _ CLEARING TO BEGIN AFTER PIPE i ~ ~o j' ~
x . W~ ~ ~ rr , ° ~ . ; ` ~ " CONSTRUCTION IS COMPLETE AND EROSION ' tOSION
w... - CONTROL MEASURES ARE IN PLACE. ~F ~
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- ~ x.. L ~a _X M~ >9 r FI TER BERM BASIN - ~ ~ ~ ~ ~ ~ REFERENCE TOPOGRAPHICAL SURVEY PREPARED BY ESP ASSOCIATES,
_ ~ ~ ~ ; , . , r r _ _ -f, , SEE DETAIL 2 CV6.2 ° ~n 82°~~~ ~ 12245 NATIONS FORD ROAD, SUITE 401, PINEVILLE, NC, 28134,
• ~ - ~ ~ ~ ~ f . BASIN YY ~ ~ _ ~ t ~ , ~ fi ~ ~ _ , v ~ ' S,, ~ ~ ~ ~ 704-504-1437, DATED 9-25-01, REVISED 12-11-01.
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m ~ _ ~ t, ~ _ ~ P ti~ ~ ti° SYMBOL DETAIL land Planning ~ "w~ landscape Ar~iite~ture
,~-~---~,~~ts`"" ~ . - 1. i I f / , - ~ \ , ~ ~ ~ a ~ Civil Engineering
_ r r ~ ~.d~~ ' ~ I , { ,r ; r A ~ ti. ~ " ~,u CMLDS X30.01 - ~ , , ` l ; ,,F l 4,~ Urban Design ~ , ~ 1 ~ `~"I 1w, SEDIMENT BASIN OR #30.02
~ , _v ~1 ltlyl , CMLDS X30.03 t l2 South Tryon Street ` f ^'^b
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W. , ~ / d _ ~ I , C ~ ~3~;) ~„f 4 ~ 1 x q E,:; ~ p ~~l r ~ SQL
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- t~ . , X31 > ~ .w ~ qR', !r,l`~ f r ,l~ ~,~;c ~ s~ a~ 1#'t ~ r _ ) ` 1p>~ ± eta STONE INLET SEDIMENT TRAP ~ v~'•., b ~ '-~`°"k ' ; ~ I t f > ./~j~ 1 I ~ iHESHIP,E CRO5SiN0 'i, 0 ~J
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Q ~r ~ I1. r ~ ,t r GJ H ~ - , u~ ~ - - ~Gr ~ f m ~ ~ ~ STONE INLE7 CMLDS #30.08
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, , ~ e - ~ G , ~ , ~ ~ 1 ~ GRAVEL RIP RAP APRON CMLDS #20.23 125 ScaleybarkRoad
r. ~ ` Charlotte, North Carolana 28209
{ _ _ ' I i ~ ; r DENUDED 7 4.561.5297 ' r ~ 0 LIMITS
TREE PROTECTION ~ ~ _ L ,t ~ ' ~ 1 i - 1
G~; r , ~ - - b j j fENCING ~ - 1 / i' i ~i i i;;~ ,7, ~ DENUDEC ~IVITS /
~ r ace le es i ~ 1 i; ~ ~ ~ ~
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7
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pbn - _ - ~ n ~ r, - _ e _ _ ' ~a ~ e`^~ rl DRIVE fr , _
~~rr~~ ; _ - _ ~ ~ 03/01/02 FOOD LION REVIEW
04/01/02 PER CEPM COMMENTS
12. THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT HAS NOT REVIEWED THE STRUCTURA THE STRUCTURAL F OWING SCHEDULE AND APPLICATION RATES: D4/24/02 PER CEPM/CDOT COMMENTS 3. SEED IN ACCORDANCE WTH THE OLL
w 0 ION CONTROL NOTES STABILITY OF ANY RETAINING WALLS ON THE SITE AND DOES NOT ASSUME RESPONSIBILI'. QUENCE ER S CONSTRUCTION SE ~ FOR THEM. 1E RESPONSIBILITY 05/13/02 PER CEPM COMMENTS DATE: TYPE: PLANTING RATE: CALL N.C. OP~E 10/04/02 PER REZONING/NEW BLDG.
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE t. ALL '~CMLDS." NUMBERS REFER TO THE CHARLOTTE-MECKLENBURG LAND DEVELOPMENT CALL CENTER
- - - ~ ENGINEERING DEPARTMENT. STANDARDS MANUAL. 13. NON STANDARD ITEMS (IE: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF WAY RIGHT-OF-WAY AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F. BEFORE YOU DIG ENT OF NOV. 1 -MAR. 1~ TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F. ST~p
REQUIRE AN ENCROACHMENT AGREEMENT WITH THE CHARLOTTE DEPARTMENT OF O TRANSPORTATION OR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE ~ 2. SET UP A ON-SITE PRECONSTRUCTION CONFERENCE WITH THE EROSION CONTROL 2. ON-SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE J BEFORE ABRUZZI RYE 25 LBS/AC OR 1 /2 LB/1000 S.F. ~7 ff
~ INSPECTOR OF THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT TO DISCUSS EROSION ZONING ADMINISTRATOR. INSTALLATION. MAR. 1 -APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S. F. 1-800-632-4949
~ CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 46 HOURS PRIOR TO ANY W LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY CODE ANO IS 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION CF THE 14. THE TOTAL SITE ACREAGE IS 11.97. THE TOTAL DENUDED AREA IS 10.35. APR. 15 -JUL. 30 MULLED COMMON AVOID UTILITY BERMUDA GRASS 30 LBS/AC OR 1/2 LB/1000 S. F. DAMAGE
SUBJECT TO FINE. CITY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. Q THE 501E CLASSIFICATION IS ENON AND MONACAN. JUL. 15 -AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/10D0 S.F.
~ ~ I R ION DITCHES TREE 4. RA LNG MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S. F. OR SORGHUM SUDAN
W 3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, D VE S G D W PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY VIOLATION OF THE CITY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S. F. 1. CONTRACTOR lS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
ED PREPARATION NOTES SEEDB x TO INSTALL THESE DEVICES. ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION.
~ 5. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS 4. INSTALL PIPE IN CREEK AREA. INSTALL FROM DOWNSTREAM TO UPSTREAM. DIVERT WATER NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY 1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN. 4. MULCH WITH STRAW APPLIED AT THE RATE OF 75-1000 LBS/1000 S.F. ~p~~''t+++~++++q~r4 PLAN. 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS ~ C~R~ ~i;~
H TO TEMPORARY CHANNEL WHEN PIPE ENTERS CREEK AREA. WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE 2 AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3" DEE ~ - MAR H PERIOD. NECESSARY TO INSURE SAFETY TO THE PUBU~ TOPSOIL 3" DEEP. HEAVILY MULCHED DURING JANUARY C o ~ ; ~ESS~O ,L,~
Z PLAN. ALL GRADED SLOPES MUST BE SEEDED AND MULCHED WITHIN 15 DAYS OF TOTAL SEEDBED PREPARED DEPTH SHALL BE 4" TO 6" DEEP. PAVEMENT CUTS CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO ' ~ ~9 't~' SLOPES GREATER THAN 3:1 3. ALL
0 - I P TION BY ENGINEERING INSPECTOR. WHEN APPROVED, ENGINEERING COMPLETION OF GRADING. ALL REMAINING AREAS ARE TO BE SEEDED AND MULCHED 5. CALL FOR ON SITE NS EC WITHIN 90 DAYS. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFI Q INSPECTOR ISSUES THE GRADING PERMIT. BEGIN CLEARING AND GRUBBING P,FTER PERMIT 'ROM THE S RFA STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND EAL U CE _
SO THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF ISSUANCE. AN F 1. APPLY AGRICULTURAL LIME AT A RATE OF 90 LBS/1000 S.F. CHARLOTTE-MECKLENBURG UTILITIES SPECIFICaT10NS. 461 CE 0 GRADES SHOWN
6. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADES SHOWN ~ REPRESENTATIVE OF THE CITY ENGINEERING DEPARTMENT. SHALL BE REASONABLY SMOOTH AND UNIFORM. 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS 1000 S.F. / 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART ~ i E
6. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. P, OR AS AMENDED. SEEDING 3. SEED IN ACCORDANCE WITH THE FOLLONING SCHEDULE AND APPLICATION RATES: 04~F D. 5e~`~~
7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO S EDING SPECIFICATIONS. IN ADDITION, PROVIDE 15 LBS/1000 S. F. OF SUPERPHOSPHATE. SPHATE. ~ ++nu+nl~'~~02/15/02
~ 7. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL Z INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. B. ALL ROAD IMPOVEMENTS AT NEW SUGAR CREEK ROAD AND SUGAR CREEK/CHESHfRE 5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPOF SOIL TEST REPORT. DATE: TYPE: PLANTING RATE:
~ ROAD TO BE COORDINATED WITH ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. -IE SOIL DURING MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F.
R ROUGHT TO FINISHED GRADE. 6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING ~ 8. STABILIZE SITE AS AREAS A E B 9. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. SEEDBED PREPARATION. (SCARIFIED) AI MAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
U ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. WHEN FIELD CONDITIONS WARRANT OFF-SITE GRADING, PERMISSION MUST BE OBTAINED ON FIELD OR
9' ~ FROM THE AFFECTED PROPERTY OWNERS. 7. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON FIELD U EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, U.S. DEFT. OF CONDITIONS. MAR. -JUN. ADD WEEPING LOVEGRASS 5 LBS/AC OR 1/8 LB/1000 S.F.
W AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE EROSION CONTROL 0 0. ORDINANCE, AND THE CITY OF CHARLOTTE ENGINEERING DEPARTMENT. 10. THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN Pro eCt N0. 01-064/2341 AFTER MULCH IS JUN. -SEPT. 1+** TALL FESCUE AND 60 LBS/AC OR 1 1/2 LBS/1000 S.F.
~ UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND BANKS OF THE S. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN WITHIN TWO DAYS AFTER MULCH I Q TAIN ROSION CONTROL STREAM ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS. SPREAD. BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F. DraWri B ; Y
10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAIN ALL E N ~ DEVICES AND STRUCTURES TO MINIMIZE EROSION, THE CONTRACTOR SHALL MAINTAIN 9. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH JUTE MESH. OR SORGHUM SUDAN iH. HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
a cn CLOSE CONTACT WITH THE CITY OF CHARLOTTE EROSION INSPECTOR SO THAT PERIODIC 11. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT Checked B : K B - A 70 LBS AC OR 1 3 4 LBS 1000 S.F. J SEPT. MAR. 1 SERICEA LESPEDEZ / / / Y
A C7 i~icn~nTinr,io I~AAI o~ nr-ornol~rn nr ADDD(1DCIeTG cTerGC nF rn~icTRUCT=nN FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS n iniui n i ~n _ i inicrnaiFiFnl _
nv~r~~i vrv~ env I7L FLI\I VIVVILV n ni I I v z SUBJECT TO THE RESTRICTIONS IMPOSED BY THE FLOODWAY REGULATIONS TALL FESCUE V yV 150 LBS/AC OR 3 1/2 LBS/1000 S.F. Issue Date: 02/15/02
y~ CHARLOTTE. MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F. SCALE; 111°50' Z
SEEDING SPECIFICATIONS 3:1 SLOPES OR FLATTER:
a Q 4. MULCH WITH 6" STRAW APPLIED AT THE RATE OF 60-70 LBS/1000 S.F. AND ANCHOR WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 14-28 GAL/1000 S.F. 0 25 50 100,
N 1. APPLY AGRICULTURAL LIME AT THE RATE OF 90 LBS/1000 S.F. z OR 800-1200 GAL/AC. EROSION CONTROL
a (7 2. APPLY 10-10-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. M ~ 10o S.F. TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
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WATER DISTRIBUTION NOTES
W 1. 6" FIRE LINE METER INSTALLED BY CMU; CONTRACTOR IS RESPONSIBLE FOR 03/01 /02 FOOD LEON REVIEW
COORDINATING AND PAYING FOR INSTALLATION. 03/29/02 REV. FH LOCATION, ADD GEN NOTES
n 04/01/02 PER CEPM COMMENTS
2. 3" DOMESTIC WATER METER INSTALLED BY CMU; CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND PAYING FOR INSTALLATION. 04/24/02 PER CEPM/CDOT COMMENTS
~ 3. 1" IRRIGATION METER INSTALLED BY CfdU; CONTRACTOR IS RESPONSIBLE FOR 05/13/02 FOR GRADING PERMIT 10/04/02 PER REZONING/NEW BLDG.
COORDINATING AND PAYING FOR INSTALLATION.
~ 4. 6" DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY AS APPROVED BY CMU ANITA
S RY SEWER N TES AND INSTALLED BY CONTRACTOR DURING CONSTRUCTION. ASSEMBLY TO BE INSTALLED
W BELOW GROUND (THIN CONCRETE VAU'_T PER CMU REQUIREMENTS. INSTALL 4" GRAVITY 1. CONTRACTOR TO COORDINATE WITH CMU AND PAY FOR TIE IN TO CMU ~ GRAIN AS SHOWN PER CMU REQUIREMENTS. SEE DETAIL 9/CV6.2 SANITARY SEWER PROPOSED FOR THIS PROJECT.
5. 3" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY AS APPROVED BY 2. CONTRACTOR TO LOCATE LATERAL CONNECTIONS TO BUILDING PER PLUMBING W CMU AND INSTALLED BY CONTRACTOR DURING CONSTRUCTION. ASSEMBLY TO BE INSTALLED PLANS.
~ ABOVE-GROUND WITHIN INSULATED ENCLOSURE PER CMU REQUIREMENTS. ENCLOSURE TO 3. PLACE CLEAN-OUTS ON SANITARY SEWER LATERALS AS REQUIRED
~ INCLUDE DRAIN PORT(S) FOR DISCHARGE WATER PER CMU REQUIREMENTS. ENCLOSURE TO BY PLUMBING CODE. CALL N.C. ONE CALL CENTER
~ BE LOCATED OUT OF SETBACK. SEE DETAIL 8/CV6.2. BEFORE YOU DIG +++++1erlrrrrrrrr/b,
F" 6. 1" DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY AS APPROVED BY CMU 4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT C A R~ ~p~~ STOP
z AND INSTALLED BY CONTRACTOR DURING CONSTRUCTION. ASSEMBLY TO BE INSTALLED PERMIT AS REQUIRED TO CONSTRUCT UTILITY CONNECTIONS. BELOW GROUND WITHIN CONCRETE VAULT PER CMU REQUIREMENTS. INSTALL 4" GRAVITY o , '''tiss i' 1-800-632-4949 ~ '~F 0,~'~.,2
Q DRAIN AS SHOWN PER CMU REQUIREMENTS. SEE DETAIL 9/CV6.2. AVOID UTILITY ~ Q~ 9~ SEAL
FIRE DEPARTMENT CONNECTION ~ 7. CONTRACTOR TO LOCATE TIE-INS TO ALL BUILDINGS BASED ON PLUMBING PLANS. DAMAGE - - 8461
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F.D.C. NOTES 8. BASED ON THE BEST AVAILABLE INFORMATION TO THE DESIGNER, THE BUILDING FIRE Q PROTECTION SYSTEMS ARE RATED AS MODERATE HAZARD AND A DOUBLE CHECK VALVE 1. CONTRACTOR CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND
`n ASSEMBLY IS SPECIFIED. IT WILL BE NECESSARY TO SUBSTITUTE A REDUCED PRESSURE 1. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE PROVIDED A CLEAR ASSURING TF ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. rrnurm~`+°+02 15 02
z PRINCIPLE ASSEMBLY IF AT ANY TIME DURING DESIGN OR CONSTRUCTION THE SYSTEMS Q SPACE OF TEN FEET HORIZONTALLY AND VERTICALLY IN ALL /
ARE RATED AS HIGH HAZARD. DIRECTIONS. (GAS METERS, ELECTRICAL TRANSFORMERS, AND 2. CONTRACTOR CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
E PARKED VEHICLES CANNOT BE LOCATED WITHIN THIS SPACE.) NECESSARY ' U 9. AlL WATER MAINS 6" AND LARGER SHALL BE PVC IN ACCORDANCE WITH AWWA C-900.
THE PIPE SHALL BE PRESSURE CLASS 200 WITH SDR OF 14. DUCTILE IRON PIPE (NO PVC) 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE READILY VISIBLE 3. ALL PAVEMEf ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND
U TO BE USED WITHIN 5 FT. OF BACKFLOW PREVENTION DEVICES. AND NOT MORE THAN FIFTY FEET FROM A STREET, FIRE LANE, OR STANDARDS ' SIMILAR AREA PROVIDING ACCESS TO FIRE DEPARTMENT APPARATUS. CHARLOTTE-' CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS.
~ 10. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, THE AREA BETWEEN THE CONNECTION AND VEHICULAR ACCESS 4. SHORING WILL PTO'ect No, 01-064 2341
Q FIRE DEPT, CONNECTION POINTS, OR 07HER WATER USING APPURTENANCES CONVECTED TO SHALL BE FREE OF OBSTRUCTIONS. ' THE SUPPLY LINE BETWEEN ANY WATER METER AND ITS CMU-REQUIRED BACKFLOW P, OR AS Afv SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P, OR AS AMENDED. DraWll B ;
' PREVENTER. 3. THERE SHALL BE AN APPROVED PUMPER FIRE HYDRANT WITHIN Y
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2 3/4" CONDUIT FROM FIRE LINE BACKFL.OW VAULT TO BUILDING ALARM SYSTEM INSIDE MEASURED ALONG AN APPROVED PATH OF TRAVEL FOR THE FIRE SCALE: 1''=50' ljy I'jll
BUILDING. COORDINATE WITH ALARM SYSTEM MANUFACTURER. APPARATUS. Issue Date: 02115l02
12. EACH CMU-REQUIRED BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE TESTED BY A 4. FOR ADDITIONAL INFORMATION OF FIRE PROTECTION SYSTEM INCLUDING Q CMU-APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER SYSTEM IN SERVICE. LOCATION OF FIRE DEPARTMENT CONNECTION, ETC., REFER TO FIRE 0 25' 50' 100'
PROTECTION PLANS BY OTHERS. WATER DISTRIBUTION
13. CONTRACTOR IS RESPONSIBLE FOR OBTAINING AN ENCROACHMENT AGREEMENT PERMIT TO CONSTRUCT UTILITY CONNECTIONS. AND SANITARY SEWER
14. LOCATE FIRE DEPARTMENT CONNECTION FDC PER FIRE PROTECTION PLANS BY OTHERS AND FIRE DEPARTMENT REQUIREMENTS.

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, - 043-°C~,k.-19 ~ fit„ ~ ~ ~ ~ f 1 - 1 ~ ~ _ ; ~ o 1, t ~ T ~ t f~ ! -r=-- . r f REFERENCE TOPOGRAPHICAL SURVEY PREPARED BY ESP ASSOCIATES, " ~w Nt`~= 12245 NATIONS FORD ROAD, SUITE 401, PINEVILLE, NC, 28134,
, aaa.._, tip. ~ f f r r ~ ~ i s'`~° r ~ f ~ r. ~ t j 4 } r ~ E~c° !'ri aH?RE' a~I~OSS 704-504-1437, DATED 9-25-01, REVISED 12-11-01.
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~ __..,.--w--~-- 20 TOTAL ~ / ~ + + 3 RM p ~ ~ ~ ~ l 12 South ryon Street ' ~ ~ ° ~ ~ Suite 300
~ ~ t ~ . ~ ~ , ~ ~ ~t~, t= ` RM 12 RED MAPLE ACER RUBRUM 3"CAL. B&8 A.I. Charlotte, North Carolina 28284
~ ~ FUTURE a~ - ~;r ~ ~ U~~. ~ ~ r _ r °ti~W Te! 704.376. 1595 t ~1.
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r, , a~+ ,~7 c ~ - ~ ~ : ~ ~ , R 0 ~ " i 1 , 2 RC ~ Y; ' 125 Scaleybark Road
- _ ~ - ~ 7y~~ _ I ~ r 3 TP \ ~y ~ ~ ~ Charlotte, North Carolina 28209
1 x 709.561.5297
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I 11 ~ .5 J. 1 T 1 5 RC I FUT. 35' SETBACK PENDING R W.
I ` 1 r ~ I ~ ~ - ~ ~ I I + I ~ es ire ace ~ ~ ~ 0 ~ ~ , , ABANDONMENT OF CHESHIRE ROAD
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R/W "`~~°w.. " URVEY FOR'TREE T~ ~ s r _ _ _ ( ~ x _ -.w~~ t I i,~i Y• ~ FUT. R/W PENDING ABANDONMENT STOI-
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_ - ' C; ~ RU ~ ~ ~ SETBACK 'r~ kA' a.~-~- ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTP,UCTION.
r-, , . aka.; , , ~ , . < ; ~ rt - ti a°~ ~ ~ 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS ~ ._..--r ~ ~t~
P- „ r ~,,.e . - NECESSARY TO INSURE SAFETY TO THE PUBLIC.
r' - ~ \ 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, AP,E TO BE REPLACED ACCORDING TO
--~-w.- ._a__` r.._. ~ ~ ~ STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS.
- ~ r Revls~ons
C~ E,~ , - , - r ~ 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
_ roc, LAND,n ,,,,-~D T;~ P, OR AS AMENDED. 03 01 02 FOOD UON REVIEW / / / T r ~ ~H,ARLO: N` 03/29/02 ADD SHRUBS/NOTES
d,h\iTA B. HEMS ~ - „n.;,r, . nn-; s ~ ~ ~ ~ ''OT _ - `H;..~NIP JO'; 04/01/02 PER CEPM COMMENTS
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J ~i ~ _ _ ~ ~ 'IAr~~T ~ ~ DB 619;' _ 04/09/02 PER URBAN FORESTRY COMMENT
~ ~ ~ ~ TYP. 100.00' SECTION 04 24 02 PER CEPM/CDOT COMMENTS / / 05/13/02 FOR GRADING PERMIT
~ 12. ALL STRAPPING AND TOP 2 3 OF WIRE BASKET SHALL BE CUT AWAY AND REMOVED 10/04/02 PER REZONING/NEW BLDG.
PLANTING PLAN NOTES / ~ BY THE CONTRACTOR FROM R00T BALL PRIOR TO BACKFILLING PLANTING PIT. -PROPERTY LINE
p~,, CONTRACTOR SHALL REMOVE TOP 1/3 OF THE BURLAP FROM ROOT BALL. 1. SIZE AND GRADING STANDARDS OF PLANT MATERIAL SHALL CONFORM TO THE LATEST OR ZONING BOUNDARY
EDITION OF "USA STANDARDS FOR NURSERY STOCK", BY THE AMERICAN AS>OCIATION 13. R NEW PLANTING AREAS CONTRACTOR SHALL REMOVE ALL PAVEMENT, GRAVEL IRRIGATION PLAN NOTES i
OF NURSERYMAN, INC. FO SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE COMPACTED SOIL AND ADD 24° 1 CONTRACTOR SHALL PROVIDE AN IRRIGATION SYSTEM WITHIN THE LIMITS SHOWN. N. -
' T CHEDULE SHALL 'AKE NEW TOPSOIL, OR AMEND THE TOP 24 OF EXISTING SOIL TO MEET SPECIFIED CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE LOCATION OF THE PROPOSED ~POSED
W 2. HEIGHT AND WIDTH SPECIFICATIONS INDICATED ON PLAN S TOPSOIL/PLANTING MIX STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF PRECEDENCE OVER CONTAINER SIZE AND CALIPER. 274 SQUARE FEET PER TREE CONTROLLER FOR THE IRRIGATION SYSTEM. ~ )
~ 3. CONTRACTOR SHALL MOUND ALL PARKING LOT ISLANDS TO 8" ABOVE BACK OF CURB MATURIN TREES SHALL BE A MINIMUM 25 TO 30 FEET FROM THE OVERHEAD 2• THE IRRIGATION SYSTEM SHALL BE DESIGNED BY CONTRACTOR SUCH THAT LAWN AREAS, MN AREAS, `t`Illlllnrrr?p//~~
'x AT THE CENTER OF ISLAND. CONTRACTOR SHALL SUPPLY AND PLACE ADDITIONAL 14. LARGE G SHRUB AREAS, ANNUAL/PERENNIAL BEDS, AND STREETSCAPE (TREES) ARE IRRIGATED ~IGATED ~N CAR ~i,~
H TOPSOIL IF NECESSARY FOR MOUNDING AS INDICATED ON CONSTRUCTION DOCUMENTS. DISTRIBUTION OR TRANSMISSION LINES. IF TREES CONFLICT WITH POWER LINES OR BY SEPARATE ZONES. 2 SIGNS, CONTRACTOR SHALL CONTACT URBAN FORESTER TO RESOLVE BEFORE 3 WILLOW OAK ,``~o~•''"'"''' ~ tJDS ' ~P
O ' 4. CONTRACTOR SHALL MULCH ALL SHRUB BEDS WITH 4" AGED SHREDDED HARDWOOD PLANTING. ADJUST TRE= PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. 3. THE IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE WITH THE ~ 0
Q BARK. PLANT TREE(S) 15' - 20' FROM SEWER AND STORM DRAINAGE LINES AND 10' - 15' PERFORMANCE SPEGFICATIONS. FROM GAS, PHONE, WATER, AND UNDERGROUND ELECTRICAL LINES. No 2 'r
4. NTRA T R SHALL SUBMIT DESIGN- IL ON TR TI N DOCUM NT U CO C 0 BU D C S UC 0 E S TO Q:
~ 5. ALL DISTURBED AREAS NOT INDICATED TO RECEIVE SOD OR MULCH SHALL BE 15. CONTRACTOR SHALL CALL 336-6769 FOR AN INSPECTION OF TREE PROTECTION COLEJENEST & STONE, P.A. FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION. oN. ~ FENCE, SEE DTL, 13~CV6.3 ~ ' ~ e~~
W SEEDED BY THE CONTRACTOR. AND/OR TREE PLANTING AREAS, SEVEN TO TEN DAYS PRIOR TO THE TEMPORARY OR 5. THE CONTRACTOR IS ADVISED OF THE PRESENCE OF UNDERGROUND UTILITIES AND SHALL AND SHALL N ,J, Rlp~`
Q FINAL CERTIFICATE OF OCCUPANCY DATE. ~ 6. CONTRACTOR SHALL REMOVE ALL HARD LUMPS OF CLAY, STONES OVER 1" IN VERIFY THEIR EXISTENCE AND LOCATION PRIOR TO COMMENCEMENT OF ANY DIGGING. /rlul+Iln 1' 02/15/02 GGING. x
Z DIAMETER, AND ALL CONSTRUCTION DEBRIS INCLUDING GRAVEL, ROOTS, LIMBS AND ~ OTHER DELETERIOUS MATTER WHICH WOULD 8E HARMFUL, OR PREVENT PROPER 16. MINIMUM TREE SIZE AT PLANTING SHALL BE AS NOTED ON PLANT SCHEDULE 6. SEE CONSTRUCTION DOCUMENTS FOR LIMITS OF IRRIGATION. CONTRACTOR SHALL DESIGN _L DESIGN ~
f'' ESTABLISHMENT AND/OR MAINTENANCE OF LAWN AND PLANTING AREAS. ALL MULTI-STEM PLANTS SHALL BE TREE FORM, MAXIMUM THREE TO THE IRRIGATION SYSTEM TO ACCOMMODATE FUTURE EXPANSION AS NOTED. ~ F1VE TRUNKS, AND A MINIMUM EIGHT FEET TALL. 2 RED CEDAR
U 7. ALL PROPOSED IRRIGATION SLEEVING SHALL BE TWO LINES OF 4" SCHEDULE 40 PVC. 7. IN AREAS WHERE CONSTRUCTION GRAVEL IS EMBEDDED IN THE SOIL, CONTRACTOR N o Pvc.
SHALL REMOVE CONTAMINATED SOIL TO A DEPTH OF 8" AND FILL WITH CLEAN TOPSOIL. INTERNAL TREE REQUIREMENTS:
m W CONTRACTOR SHALL IMPORT TOPSOIL AT NO CHARGE TO OWNER IF REQUIRE!) TO 8. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO INSTALLATION. T10N. ,
o ~ ~ FILL THESE EXCAVATIONS. ONE TREE PER 10,000 SQ. FT. OF IMPERVIOUS AREA. ALL PARKING SPACES WITHIN 60 OF ~ A TREE. MINIMUM LANDSCAPE AREA AS A PERCENTAGE OF ENTIRE SITE IS 57 FOR ' Pro ect N0. 01-064 2341
Q 8. SEE DETAILS 1,3,5,6,8,9 SHEET CV6.1 FOR PLANTING DETAILS. RENOVATED SITES AND 107 FOR NEW SITES. PERIMETER TREE REQUIREMENTS Drawn B ;
N cn 9. CONTRACTOR SHALL RESEED/RESOD LAWN AREAS DAMAGED DUE TO PLANT MATERIAL CALCULATONS: IMPERVIOUS AREA = 227,214 S0. FT. * LINEAR FEET OF ROAD FRONTAGE ALONG MAINTAINED RIGHT OF WAY INCLUDES DRIVEWAYS SKI Y CUSA DOGWOOD i DRIVEWAYS
~ ~ INSTALLATION. {ENTIRE SITE) LANDSCAPE AREA - 314,050 SQ. FT. = 5g7 OF TOTAL SITE a Z TOTAL SITE AREA = 541,284 SO. FT. ~pAp ppAD - 820 LF -1g TR~S REQ'D.J1g 1REES PROVIDE Checked B ; K B 7 Y
N
o D 10. CONTRACTOR SHALL COORDINATE ALL PLANTING IN THE RIGHT-OF-WAY WITH THE Ivv t: MttJ HV' 3r1RUDJ ~r1HLL Mtt r1t mr-wiCCMtVIJ ur )Lu uV L.JuL ur IMt. U T Ur t,rlAMLU It. LUNINU UINUIIVHIVUt. IMt V HL 1'VU " ur IrlL NttUNU~tu Ijurrtn(J) issue llate' 02/15/02 MAY BE REDUCED BY 257 IF A WALL OR FENCE IS INCORPORATED INTO THE BUFFER IN ACCORDANCE WITH SECTION 12,302.(8) OF THE CITY OF CHARLOTTE ZONING ORDINANCE.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION OR LOCAL TRANSPORTATION INTERNAL TREE REQUIREMENT: IMPERVIOUS AREA/10,000 = 23 TREES REQUIRED CHESHIREROAD-975LF 25 TREESREO'D,125TREESPROVDED(EOSTNC)
3 DEPARTMENT. 23M TREES PROVIDED a ^ r 56 CLASS B BUFFER WITH FENCE DW® wmM SCALE, 111=50' PLANTING PLAN
a F-~ ATTEN110N CONTRACTOR/LANDSCAPER M ~ N z
9 ~ R IS THE RESPONIsoIIffy OF THE CONTRACTOR/LANDSCAPER TO NOTIFY THE URBAN FORESTER OF ANY P OVERHEAD DISTAEUitON POWER LIES EXIST, ONLY SMALL MATURING TREES ARE ALLOWED WR}N c Sn CONFLICTS THAT AFFECT TREE SPECIES OR LOCATIONS PRIOR TO PLANTING TREES. CALL 336-3599 25 FT. OF LIES. OTHERWISE 757 OF NEW TREES MAST BE LARGE MATURIJG
W OR THE URBAN FORESTER NAMED ON THE APPROVED PLAN FOR ANY CONFLICTS REOARDN4
o Q SITE, SIGNS, OVERHEAD POWER -FES OR OTHER VW ES. a s 0 25' 50' 100'
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N o BITUMINOUS CONCRETE
N SURFACE COURSE TREE ROOT COLLAR SHALL BEAR
x TACK COAT SAME RELATION TO FINISHED GRADE J AS IT BORE TO PREVIOUS GRADE ~
NOTE _ V SEE APPROVED TREE PT IN AREAS OF COMPACTED ,1~~ EXCE `'1 G p ~ rG
< PRESERVATION PLAN FOR AGGREGATE BASE COUR.~E REQUIRED RADIUS 1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT. FILL, TREE COLLAR TO BE 4'-6"
~ tD OF TREE BARRIER 0 ~ ~ COMPACTED SUBGRADE ' 2. SEE PLANS FOR LOCATION OF ALL TREE PROTECTION FENCES. ABOVE FINISHED GRADE. ~ ti ~ N!~/+aJ~//.
STAKING NOT REQUIRED ON TREES ~ ~ ~
3. REFER TO CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION z _ - ~ . ~ LESS THAN 5 HEIGHT. J / n 1 ~ C/~ ~
STANDARDS MANUAL FOR GENERAL SPECIFICATION REGARDING ~ TREE PROTECTION. U17' ~ SEE TREE STAKING DETAIL ~ ~~/~~~,y~~
1, ~~~\~~il~!l ~
Q z Vill ~ul~ /
~ ~ o ~ ~ n \~/j~ , STAYS 1800 Camden Road
U ~ Ire ~ + + + ~ Suite 103
ci DIMENSIONS MUST BE CONFIRMED ~ r- WITH GEOTECHNICAL REPORT ' fl~r~ Charlotte, NC 28203
~ ~ ~ ~ ~ Tel [phone] ~ ~ 04-344-9099 ' Fax 7
w ~i G + + + + TREE SUPPORT STAKES / ~ / \ r / ~ ~
o NTS 15B ITUMIN4US PAVING IGHT DUTY B ROT ZONE L PLAN VIEW OF 0 W -3 PER TREE r ~ u'!%//~ D - ~ ~ U~ ~ rD
U z ~ ~ nR 4" MULCH AS SPECIFIED ff
Q U ~ ~ ~ ALCONTRACTORSGOTO MOUND TOPSOIL 4' TO ~ ~ POR.ALISTOFBIDDI\G GP\ER , ~ G
BITUMINOUS CONCRETE: FORM SAUCER L \~~G
U SURFACE COURSE U ONE FOOT FOR EACH D = DIMENSION OF PLANT SPACING (SHRUB OR y~ ~ ,bldliSt.wS c ~ , / WWw GROUND COVER) AS INDICATED ON PLAN PLANT MIXTURE
C, BITUMINOUS CONCRETE: FOR PRUNING SEE INCH OF TRUNK DIAMETER AS SPECIFIED / j ~p ~
~ INDER COURSE NATIONAL ARE30RIST OR 1/2 HEIGHT OF TREE ~ iz W _ B ASSOCIATION SPECS WHICHEVER IS GREATER iI \ I~ ~ ~1~~ ' 1
~ 6' MIN. WIDTH i~ AGGREGATE BASE COURSE DEAD TREES AND SCRUB OR UNDER I FOR 2" CAL. TREES I~ ~ EXISTING ~ ~ ~ GRADE
I o ro GROWTH SHALL BE CUT FLUSH WITH OR SMALLER ~ 6 BARK MULCH. COMPACTED SUBGRADE ADJACENT GRADE. NO GRUBEING PLACE BARK MULCH.
ALLOWED UNDER DRIP LINE. _ MULCH AT AREAS 3K ~ AREAS
~ ~ ~ ~ NOT PROTECTED i 2x4" STANDARDS + 1x4" RAII.> ~ ~ ' ~ BY BARRIER. =CTED REMOVE BURLAP [•ROM ;R. TOP OF BALL
J r' / i TREE LIMB OR ORANGE SAFETY FENCING \ ~ ~ ~ ~ , ~
REMOVAL MAY BE USED. SCARIFY TO 4" DEPTH
~ o i ~ Land Planning
I I~ iii Landscape Architecture DRIVE STAKE TO 18" BELOW-~
NFIRMED i ~ ~ DIMENSIONS MUST BE CO BOTTOM OF TREE PIT Civil Engineering ~ Ur6an Design
WITH GEOTECHNICAL REPORT z
z C l2 South Tryon Street Suite 300
0 Charlotte, North Carolina 28284
NTS 3 Te1704.316.1575 NTS ANTING TREE PL
- ~ 0 0 N T.S. CMLD STD. DTL ~h4 . 2 9 F NT<~ ON DETAIL ROTECTI 15A TREE P RGREEN 6 EVE PACING Fax X04.396. X851 9 PLANT S
OUS PAVING U BITUMIN H AVY D TY E a www.colejeneststone.r~m ``,~~~ti~~ i nnrrrrii
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0 NOTES SE NOTES: / ~i T AR N TWINE FROM BALL. C~ ~ ~ ,PPe AR ,~9i~~~ SE ROOT COLE 1. REMOVE WIRE OR NYLO ~ a~,c cyf
AT SLOPE LINE
W MAY BE DELETED IF 3 4" NYLON STRAP IS USED AT ~ 1. RUBBER HOSE / 2. INSTALL TOP OF BALL 2° : : Tin ~ V FINISH GRADE. i t7 ~ o ~ ' ~
C (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED). EX EXISTING SLOPE - 12" ~ . ABO E ' ~ ; ~ C-103 ^ : a 3. SOAK ROOT BALL AND PLANT PIT
~ N TWINE FROM BALL. W 2. REMOVE WIRE OR NYLO NC FTER INSTALLATION. ~ : ~ W NOTE: ~ IMMEDIATELY A ~ v'.,.,~3a, a~,.
3. INSTALL TOP OF BALL 2" ABOVE FINISH GRADE SH SHRUB SHALL BEAR 5AM[ RELATIO % 4. IF STAKING IS REQUIRED, ti ' S
C~ W (ADJACENT UPHILL GRADE). TC TC TO FINISHED GRADE AS Il hORE USE DETAIL FOR STD. N0. 40.01 '~gFST `s~0 TO PREVIOUS GRADE EXCEPT IN 5. 4" SAUCER WILL BE 'rurrmunt`~
~ 4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER AF AREAS OF COMPACETD Fll 1, TSIDE OF BACKFILL.
~ INSTALLATION. SF H AE SHRUB TO BE PLANTED ~ - 6" OU ABOVE FINISHED GRADE. 6. SEE SPECIFICATIONS FOR OTHER C„
PLANTING REQUIREMENTS.
G 5. LENGTH OF RUBBER HOSE TO BE 2/3 CIRCUMFERENCE TH ~ OF TREE. (N THIN BRANCHES AND FOUA~;E NOT ALL END TIPS BY 1 i3 ~ 7. ADDITIONAL INFORMATION ON TREE
RE ( ) L RETAINING NORMAL PLANT PLANTING AND PRESERVATION IS
~ 6. PLACE TWO(2) WOOD STAKES PARALLEL TO STREET. Sh SHAPE, THINNING NOT AVAILABLE IN THE CITY OF CHARLOT SLOPES LANDSCAPE CONSTRUCTION STANDARDS
RE Z 7. 4° SAUCER WILL BE OUTSIDE OF BACKFILL. REQUIRED ON EVERGREENS MANUAL.
~ 1/4" POLY ROPE OR 8. LIMB BRANCHES UP It's our place to improve yours.
8. SEE SPECIFICATIONS FOR OTHER PLANTING REQUIREMENTS. ~ 3/4" NYLON STRAP RUBBER HOSE ~ HOSE TOP OF ROOT BALL TO ( PLANTING MIX BE 2" ABOVE FINISH GRADE I (AS SPECIFIED) 125Scaley6arkRoad
~ 9. THIS DETAIL APPLIES TO SINGLE STEM TREES AND FINISH GRADE MULCH
^ MULTI-STEM TREES. 4" LAYER OF MULCH ~ ~ (NO MORE THAN 4" x TOP OF ROOT BALL TO ~ ~ TOUCHING TRUNK) 4" (-4" HIGH Charlotte, North Carolina 28209 HAN 4" 4" LAYER OF MULCH- NO MORE WATER BERM 704.561.5297
w 10. SET TREE IN VERTICAL POSITION PRIOR TO STAKING. BE 2" ABOVE FINISH GRADE ~ ~ i P[ TRUNK) 4" MULCH THROUGHOUT - THAN 4" TOUCHING TRUNK. PLANTING BED \ ~ ,
~ 4" HIGH WATER BERM R BERM i REMOVE TOP 1~3 OF BURLAP ~ ~ (gypp
'1. ADDITIONAL INFORMATION ON TREE PLANTING AND 1"X''"X18" WOOD STAKE O PRESERVATION IS AVAILABLE IN THE CITY OF CHARLOTTE ~ NTERED 3 S~HOLE ~ T RE ANY NAILS PINS ETC. I l }gyp ~VV P FROM AND _ _ 11 V REMOVE BURLA ~S / > FILL TO TOP 1~3 OF BALL. REMOVE I GRADE
ANDSCAPE CONSTRUCTION STANDARDS MANUAL WITH CE / COMPACT FILL 0 T( L I' BE BENCHED IN CI ;HED IN CONTAINERIZED PLANTS FROM FIN SH Charlotte, NC
~ REMOVE TOP 1/3 OF BURLAP, TE THEIR CONTAINERS
T A RI AN STANDARD FOR NURSERY AND ANY NAILS~PINS, ETC. Q ALL TREES SHALL MEE ME C 12" REMOVE TOP 2~3 OF WIRE SLOPE MOUND TOPSOIL 4" BASKET WHERE PRESENT
STOCK (ANSI, 1990, PART 1, "SHADE AND FLOWERING TREES") 2 MAX SLOPE M REMOVE TOP 2/3 OF WIRE 1 T( TO FORM SAUCER UNDISTURBED SOIL LINE (IF SOIL
~ BASKET WHERE PRESENT ~ ~ ~ PLANTING MIX KI HAS BEEN PREVIOUSLY DISTURBED, - ING MIX KEEP SAUCER LEVEL
FOR HEIGHT MAX. MIN. ROOT MIN. ROOT F, , , x EXAMPLE: CALIPER (RANGE) HEIGHT BALL DIA. BALL DEPTH UNDISTURBED SOIL LINE ! ~ (AS SPECIFIED) H - FIRM SOIL UNDER ROOT BALL) - f ` ~CIFIED)
~ (IF SOIL HAS BEE PREVIOUSLY PI Q' _ DISTURBED, FIRM SOIL UNDER ~ ~ ~ A PLANTING MIXTURE 8" 6" 24" 6" 8"
z 2" 12' 14' 16' 24 16 I ROOT BALL) - ~ -I AS SPECIFIED , ~ ALL TREES SHALL MEET AMERICAN STANDARD FOR NURSERY STOCK y~
~ 1 3" 14'-16' 18' 32" 21" - S V- ANSI 1990 PART 1 "Shade and Flowerin Trees") lOn PTH 9 0 I 1 DE U SCAR FY TO 2 ~ ( >
~~1 For Example: Caliper Height (range} Max height Min root ball tlia. Min. root ball depth
20" 6' 8" LEVEL GROUND 2~ 12-14' 1~i' 24» 16"
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y 04/01/02 PER CEPM REVIEW
' ' ti ~~a ° / -f---~, ---•'r' ~ EXISTING TREES TO ~ 04/24/02 t i ` 05/13/02 FOR GRADING PERMIT
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o s ° , APPRbVED FEBRUARY-, 5;-2002: 13" ASHE 13" MAPLE ' 13" MAPLE o a 1,3 MAPLE 8" ASHE
TREES LESS THAN 8' CALIPER. ARE'-1©T IDENTIFIED ON THIS,PLAWAND ARE NOT SUBJECT TO PRESERVAT+ON: w 8" SHE w SITE DETAIL
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N O 12" SEE SITE DRAWING: • i OR ~ GRADE ELEVATION'• 1ND
N TOP OF WALL ELE~~~IION
WARPED PAVEMENT, TYP. 4X12X16 SPLIT FArI m
~ SLOPC 1:12 MAX. CONC. BLOCK COPWi~ ~ . ~ e
- ~ 100' MIN. PUBLIC STREET FACC (~F CURB FULLY GROUT 2-#4 CONT. IN
C EXISTING BLOCK CELLS BOND BEAM ~
V GROUND 6'-0" 0"+ +0'• +0° W/ REBARS ~ SCREEN 8X12X16 SPLIT FACE CMU ~
Z ~ IL STABILIZATION FABRIC WALL ~
O SO 1 1 /2" 5'-g" 1 1 /2 To UNDER #5 WASHED STONE SEE PLAN NOTE: ~ ~ PROVIDE SPLIT FACE
H A FINISH ON ALL EXPOSED
Q 10 'MIN. ~ 0 VIEWING SURFACES n
O ~ U W w 6~0"~- ~ Camden Road --T PROVIDE REINFORCING. 1800
W ~ ~ r . , 16" Q.C. & MAS~~NRY Suite 103
Z to U 5„ W - 5„ x ~ A ro co G TIES AS REQUIRED n Charlotte, NC 28203 .5' PR ED ~ I ~ ~ ~ -
~.,j J w ~ m DU TER ,I ~ o FOR A COMPLETE ~ Tel [phone] INSTALLATION ~ Fax [phone]
O ~ ~
W 6„ 1,_0„ _ ~ w ;
U 3/4" DIA. x 2'-6" 1 1/2" . 3" , 1 1/2" REINFORCING BAR
GUTTER TAPERS i TO 0 AT CURB FORM,ISTOFBIDDIn'GGENERALCONTRACTORS,GOTO i
NOTES: GRADE W R RAIL ROAD BALLAST SHALL BE 1° SLOPI CURB 1" PER FT. ~ 1. A STABILIZED ENTRANCE PAD OF #5 WASHED STONE 0 ~ ~ ,I
r CATED WHERE TRAFFIC WILL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC J Lp TOP CURB t =HEAVY~D TY 1'-6 CURB #5 ®48" O.C. wWW.b1C~11St.WS
STREET. 6" CONCRETE & GUTTER CENTERED LAP 30" 6" ' VARIES ' 12'-6~
~ HER RUN STONE MAY BE USED AS A BASE FOR THE w 2. FILTER FABRIC OR COMPACTED CRUS _ F~ CONSTRUCTION ENTRANCE. ' • ~ ~ 6~ MAX. ~2-~4 C~~t~T. IN
~ BOND BEAM SCORE _ -
NTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR _ 6'-0" 3. THEE 6 0 - ~ FLOWING Of SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THlS MAY REQUIRE 1--ATTLEBORO LATCHING SINGLE SWING ~ CONC. PP,D~' JOINT GATE W/ DOUBLE T NIGH PANELS ~ Z
~ PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS WARRANT AND REPAIR Z OR CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. TO FIT 12' OPENING, BY MONUMENTAL .I ~ ~ 3
PAVEMENT U T PI LED DROPPED WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE SECTION A-A' IRON WORKS, 6500 EASTERN AVE., BALTIMORE, MD 21224, [phone] t
4. ANY SEDIMEN S L , ATTACH HINGES TO WALLS AND PILASTER :3600 PSI'^
REMOVED IMMEDIATELY. SEE SITE PLAN FOR LOCATION 0 5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO OF ALL HANDICAP RAMPS N . CONC. ~ PER MANUFACTURERS SPECIFICATIO S
ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA ECTED BY ARCHITECT. FOOTING ~ COLOR TO BE SEL Land Planning I,andsr~pe Arrhiteoture
STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN AGATES SHALL BE 75~ MIN. OPAQUE _ ~ CiviiEn ineering
~ SEE CMLDS ~30,11B. PER CITY OF CHARLOTTE ZONING ORDINANCE 1'-6" 1'-0' 1~-6° ~ 5 CONT. 9 #5 ~ 24" O.C. Urban Design
Z 6. CDOT MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (CMLDS #1D.24 & #10.25) TO ACCESS THE CONSTRUCTION SITE IF THE DRIVEWAY IS ON A THOROUGHFARE..
O 112 Soutk Tryon Street Suite 300
Charlotte, North Carolina 28284
~ NTS WGS. FOR THOSE DUMPSTER ENCL. ATTACHED TO BLDG. NTS 3 TeI704.376.15`;5
NTS 9 DU HA ICAP RAMP 12 ND WHEELSTOP N.TS. CONCRETE alp sm. o~ ~0 15 0 NTRANCE UCTI N E IZED CONSTR STABIL ETAIL REF. ARCH D EEN WALL D 7x51 U R SCR Fax 704.376. ~ D MPSTE www.wlejeneststone.eom
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U CONDI PION 1: PEDESTRIAN PATH >~CCES~~B~E ACCESSIBLE SPACES N I STEEL ; ~ ~ DS~PPE AR~y '.,9 ES 6" 6 SCH 40 GALVIN ZED
~ DOES NOT PASS PIP FILLED W CONCRETE ~ ' va ~~n~~',~' E / ~cQ_ - = n W C-103 A ~ rZ ,
O UNDER OR AROUND SEE CV1.0 FOR ~ LOCATION OF VAN R, SIGN ACCESSIBLE SPACES RUB 1/4" ROUNDING a ES
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CONDITION 2: PEDESTRIAN PATH i ~j ~i ~
_ W GOES BY, UNDER, o S T I ~4111NiH9t
W OR AROUND O SIGN
FILL SLOPE 3600 PSI CONCRETE
J FINI H MUTCD R7-8E W LIGHT BROOM S 12"x26" FINISH GRADE ~
~ ~ WWF6X6W1.4XW1.4 _ VARIES S
rn ' PAVEMENT WWF 6X6 W1.4XW1.4
~ 2' MIN. ~ CONCRETE 3600 PSI COMPACTED
2 BERM ASE COURSE O FINISH GRq AGGREGATE B
NATUR DE AC GROUND COMPACTED SUBGRADE It's our lace to improve yours. p
N W I z 2" MIN. N 125ScateybarkRoad
Q Z Z hartotte North Carolina 28209 C
O N~ O O ~ rURA( ~ r- c0 704.561.5297
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~ U U ct saae (30D0 PSI) ~ s CONCRETE 6' 6
n WIDTH ANA DEP"~ l ace ire es
TO BE DESIGNED Charlotte, NC COMPACTED SUBGRADE
W BY ENGINEER ~ Q (1' MIN.) FINISH GRADE 12"
W N „
0 NOTE:
x 1. DITCH SHOULD HAVE LONGITUDINAL SLOPE OF 1.0%. NOTES:
Q ° 1. SEE PLAN FOR NUMBER OF POSTS TO BE USED.
Z 2. SILT FENCE MAY BE REQUIRED BEHIND BERM
T STEEL PIPE ABOVE GROUND SHALL BE PAINTED A ~ n 2. HE O
MINIMUM OF TW~~ FIELD COATS OF ZINC CHROMATE PRIMER.
U Z
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q 1'-0" D3/01/02 FOOD LION REVIEW 6 03/29/02 REV. DTL. #3
JOINT SEALER 1/2" RADIUS 6 2-0 1/2" RADIUS 04 01 02 PER CEPM COMMENTS
W 1/2„ R~ 1/8„ 1/8" RADIUS 3" RADIUS ~ / / 3" RADIUS I 04/04/02 PER ZONING COMMENTS
1/8" TO 1/4" 1/8" RADIUS 04/24/02 PER CDOT COMMENTS
0 t"~ 05/13/02 FOR GRADING PERMIT I i/B" RADIUS 10 04 02 PER REZONING/NEW BLDG.
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~ SEE DETAIL 12/CV6.1 STANDAR „iiilllil?,,,~ ``,,,,iiill~llli,,,,, 6.1 D 2'-6" CURB AND GUTTER STANDARD 1 -6 CURB AND GUTTER
1 2" EXPANSION JOINT SEAL TO MAKE WATERTIGHT) HANDICAP SIGN x / ~ V CAR ''o, o°~ ~~p(
SEE DETAIL 8/C 6.1 PROPOSED CURB AND GUTTER o . 9'~.v : 'o
z O MIN. 1/4" PER FT. i a SEAL _
_ ~ o I~ it 1'-6" 6" 1'-6° 8461 6 1 2" RADIUS z'
4" PAINTED LINES, TYP. 1 /2" R TYP. 1/2" RADIUS / Q;
U ~ SEE STAKING PLAN 3" RADIUS 3" RADIUS j L ,r 0 . F'
W FOR LOCATION OF
Q ~ ALL HANDICAP - 0.02 0.03 nnini?+~ 02/15/02 1J1111ipii 02/15/02 1/8" RADIUS
2 PROPOSED 4" CONCRETE PARKING SPACES 0 N . N
V GENERAL NOTES 1~ (0 ~ ~ ~ -
_ 1, A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED
" U IN THE CONCRETE SIDEWALK AT 5' INTERVALS OR AS INDICATED W . 01-064 2341 Pro ect No 0.03` o_ }
E ON PLANS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' ~ INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION 2'-0" 2'-0°' Drawn B
o JOINT IN ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE g „0' g, 0' 9. 0' Y'
REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. 0 N kedB; K~ Chec SLOPE FOR VARIABLE ~ 2 -0 STANDARD CURB & GUTTER
N ~ 2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI, IN 28 DAYS. SUPER ELEVATION RATES ~ 1 Q2
o r, Issue Date, 02
o oCq 3. BROOM FINISH CONCRETE.
4. SEE PLAN FOR SIDEWALK WIDTH. 3
a a Q cMLD sue. gyn. #no.nA N.T.S. SITE DETAILS
M N ~
N z
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n Y a N V
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N O n
4'x5', 5'x5' OR 4'x6' DOUBLE LEAF STEEL
OR ALUMINUM DOORS HINGED AND LOCKABLE ~ NOTES: SEE NOTE 7. FINISHED RA
w G DE C7 TO BE SLOPED iED GRADE SLOPED ~
1. WHERE A TYPE III DRIVEWAY IS APPROVED BY THE CHARLOTTE DEPARTMENT 6" MIN. AWAY FROM OF TRANSPORTANTION CDOT THAT CONNECTS TO AN EXISTING SIGNALIZED DOUBLE CHECK VALVE FROM GENERAL NOTES: ~ ~ . ~
p~ ( ) 15" MAX. COVER ~ INTERSECTION OR AT A LOCATION WHERE A TRAFFIC SIGNAL INSTALLATION ASSEMBLY 1. SEDIMENT SHALL BE REMOVED NND TRAP RESTORED TO ITS ORIGINAL DIMENSIONS '
V IS PROPOSED BASED BY CDOT ON A TRAFFIC IMPACT/SIGNAL WARRANT - SEE NOTE STUDY, A FULL DEPTH ASPHALT PAVEMENT (2 IN. I-2, 6 IN. HB) IS REQUIRED. 1' 6" CURB AND GUTTER #2 & #3 #5 WASHED STONE WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP.
`n THIS PAVEMENT DESIGN IS REQUIRED IN THE DRIVEWAY EASEMENT (100-FOOT (STANDARD N0. 10.17A) 6" 6 SHUT-OFF VALVE #2 2. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH
Z MINIMUM TO MAINTAIN DETECTOR LOOPS AND PAVEMENT MARKINGS. A TRAFFIC 24' MIN. MIN. MIN. RESILIENT SEATED GATE VALVE ) WITH HANDWHEEL OPERATOR. SIGNAL WILL BE INSTALLED ONLY IF CDOT DETERMINES THAT ONE IS NECESSARY aTE VALVE A MANNER THAT IT WILL NOT ERODE. r n 'ERATOR. 3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH STORhI EVENT BY THE
® FLOW SEE NOTES #2 & ~3 ~ BASED ON A TRAFFIC STUDY OF CURRENT CONDIT{ONS. SILT FENCE ~ FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT AND REPAIRS MADE AS NECESSARY, •
Q VARIES -MINIMUM ENTRANCE FOR 2 LANES DUCTILE IRON PIPE OR TYPE K ~R TYPE K FOR MIN. 4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT m
Z' 2. A CONCRETE GUTTER TO BE USED EXCEPT AT EXISTING OR PROPOSED TRAFFIC SIGNAL OF TRAFFIC IS 26' FACE TO LOWEST OR L COPPER TUBING FOR MIN. O LOCATIONS. AT THESE LOCATIONS ADDITIONAL DRAINAGE REQUIREMENTS WILL BE FACE OF CURB. POINT OF 5' ON EACH ENO OF ASSEMBLY ASSEMBLY ~ EROSION AND WATER POLLUTION ARE MINIMIZED. n
NECESSARY TO ELIMINATE THE NEED FOR GUTTER ACROSS THE DRIVEWAY CONNECTION. ~RAVTY / M AND THE AREA STABILIZED WHEN THE 1$00 Camden Road
a TEST COCK~1 12 MIN. EE 4" MIN. DIA. DRAIN BY GRAVITY 3. THE DRIVEWAY MUST RISE 6" FROM THE GUTTER LWE TO PREVENT RUNOFF FROM ~ SEE NOTE #4 30" MAX NOTE #6 TO ATMOSPHERE AS REQUIRED BY ~UIRED BY 5. THE SEDIMENT TRAP SHALL BE RE OVED r DRAINAGE BASIN HAS BEEN PROPERLY STABILIZED. Suite 103
x' NTERING DRIVEWAY. TRANSITION FROM 2'-6° CURB SHUT-OFF VALVE #1 ELEVATION VIEW CMU SPECIFICATIONS. SEE NOTE #8 E TO 1 -6 CURB AND GUTTER IN RESILIENT SEATED GATE VALVE E NOTE #8 ~ % Charlotte, NC 28203 ~ 6. SILT FENCE INSTALLATION SHALL BE IN ACCORDANCE V~TH CMLD STD. DTL. #30.06 ~ Tel [phone]
G:, 20'-0" PER STANDARD NO. 10.20 WITH HANDWHEEL OPERATOR CATCH BASIN - ~ 4. FOUR (4} FOOT GUTTER WILL NOT BE REQUIRED TO DIRECT WATER ACROSS WITH GRATE A A r+' Fax [phone]
DRIVE IF THE DIRVEWAY GUTTER SLOPE IS GREATER THAN 2~. 1/2" EXPANSION JOINT (TYPICAL SEE NOTES #2 & ~3 n
V END OF EACH RADIUS) CHECK 6 DRAIN FROM Z 6 VALVE #1 6" MIN. BACKFLOW
RIGHT OF WAY MIN. -Y MIN. VAULT
_ FLOW S' W 4' 0" ~ ~ TOP OF DISCHARGING STORAGE AREA JG ~ SILT FENCE PORA LIST OF BIDDING GENERAL CO?VTRACTORS, GO TO
U 26' MIN. U STORM PIPE I
ACCESSIBLE RAMP -STANDARD TEST www.bidhst.ws
NO. 10.31A OR 10.32A TYPICAL COCK SHUT-OFF ~ z SHUT OFF DRAIN ALTERNATIVE; ( GROOVE JOINT PER STANDARD ~I ~ EACH SIDE} #1 VALVE 1 N ~ VALV #2 TIE INTO CATCH BASIN OR NATIVE: BASIN OR ~ ° H STONE
NO. 10.176. o w HECK STORMWATER MANHOLE PER ~ 2'-6" CURB AND GUTTER DETAIL SHOWN ABOVE. NO #5 WAS ED NHOLE PER FLOC ~
~ ~ (STANDARD NO. 10.17A) ,BONE. NO 6" MIN. FLO IWATER CATCH BASIN-
~ 4' CONCRETE GUTTER PLAN VIEW 4" DIA, DRAIN TIE IN TO STORMWATER Z z NOTES: PIPE WILL BE ACCEPTED. 12" MIN. '~CEPTED. ~
U r[CTON A-{~ ~ t REOFERETOHCMU APP OVEO~USBU~ (DDCS MUST CONFORM TO CMU SPECIFlCATIONS. TO ATMOSPHERE r 4'~ .~--DRAIN FILTER FABRIC SKIRT
J A 2. CMU APPROVED DC INCLUDES SHUT-OFF VALVES ~ AND /2 AS PART OF THE ZONING DRAIN ~ ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED. 15" MAX. & 6" MIN. CLEARANCE SETBACK SHALL BE WITH VALVES FULLY OPEN. IN 6" OF #5 STONE
3. FlRE LINE INSTALLAnONS SHALL HAVE OUTSIDE STEM AND YOKE (OS&Y} HANDWHEEL PROPERTY GMU-REQUIRED /J' OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER SNITCHES ARE REQUIRED. BPA W RN . -REQUIRED
~ --GROOVE JOINT I 4 APPROVED ASSEMBLY. ALL TESTECOCRS MUST BE ON ONE SItDENORITDP. ASSEMBLIES LINE BELO G D LOW GRND. #9 & #10
SHALL BE INSTALLED UPRIGHT AND IN THE HORIZONTAL POSITION, PUBLIC SEE NDTE #9 BC #1O L?~, q 5. PIPE MATERIAL AND FlTTINGS SHALL BE AS SPECIFIED IN CMU STANDARDS AND /1 sPECIFlCAnoNS. WATER CMUD Land Planning CMUD PLAN VIEW ` ! LandsrapeArehite~ture
CONSTRUCTION JQINT 7. ACCESS DOORSPSHALTL BEAAS~SPECIFIED N CMO ATER DETAIOL ~'S Z3~ 25 ORR28 OR MAIN 4 ~ METER ~ ~ METER Civi! En ineerin
APPROVED EQUAL N,7,S, CC ~ w OR GROOVE JOINT 8, DRAINAGE INLET NAY BE PROVIDED AS SH01NJ OR AS FLOOR DRAIN. r~ 9 9 Urban Design
'z TRANSITION FROM 7" DEPTH AT LIP s. ALL LocanoNS FoR ePA's REQUIRE cMU APPROVU. TYPICAL LOCATION REQUIREMENT Q TO 1O" DEPTH AT 4' CONCRETE GUTTER t0.N0 TAPS, BRANCHES, FH'S OR OTHER ACCESSORIES ARE PERMITTEp ON THE PIPING :MENT CATION SECTION A-A
w BETWEEN BPA ~ METER. FOR BELOW-GROUND INSTALLATION 112 South Tryon Street Suite 300
fW Charlotte, NortH Carolina 28284
NTS 12 ,DOUBLE CHECK BACKFLOW DETAIL NTS 9 S o TYPE III DRIVEWAY s 9 TORM I T EDIMENT TRAP cMLD srD. DTL. X30.09 N.rs. 3 Tei 704.376.1555 SILT FENCES NLE S
Fax [phone] www,wlejeneststone.r~m
z Illlpllunulrl,~~,
0 SHUT-OFF VALVE #1 SHUT-OFF VALVE #1
U ~ ` RESILIENT SEATED GATE REDUCED PRESSURE RESILIENT SEATED GATE TED GATE 0~.•' .,Y~ ~ e,pPE AR,•' "9''i
~ 8" ADS N-12 COMPATIBLE 71 VALVE WITH HANDWHEEL PRINCIPLE ASSEMBLY VALVE NflTH HANDWHEEL 4NDWHEEL o`'~ ~yi
0 ADAPTOR W/ SCREW TYPE OPERATOR. SEE NOTES ~ OPERATOR. SEE NOTES # ~ CLEANOUT PLUG ~ & #3. & #3. E NOTES # f° ' ~ ~ f`~° " ~ CLASS I RIP RAP ` n ; ~ ~ ' `t - ~5 WASHED STONE C-103
p.a CHECK VALVE #1 T 6" THICK x 3' HIGH (MIN.) ~ ^ • .r ~ ~ s ~
TEST COCK #1 c7 ~ SEE NOTE #4 CHECK VALVE ~2 ~ : i~.~ ado '
ro W li ' Fq • ICE IRON F ~i,~~y[~''" Ca `~e`
I - RESTRAINED DUCTILE IRON F~~ ~ PIPE OR TYPE K ~ SOW ~ / S T & OR TYPE K ~ ~'))nnlllll1111
~ 12" THE CENTER OF A HOSE OUTLET SHALL JOINT. SEE OR L COPPER BE NOT LESS THAN 18" ABOVE FINAL NOTE #5 b TUBING FOR MIN. COPPER IG FOR MIN. PIPE
U 8" ADS N-12 PIPE GRADE, OR WHEN LOCATED IN A HOSE ® OF 5' ON EACH ON EACH
(LENGTH AS REQUIRED TO ~ HOUSE, 12" ABOVE THE FLOOR. REMOVABLE FLOW END OF p MATCH FINISH GRADE) ~ „JSULATED z Q ASSEMBLY. SEE OF
~ ENCLOSURE ~ NOTE ~5 MBLY. SEE r~5 ,
WITH DRAIN iv o RELIEF VALVE PORTS ~ ~ UTl T
z /
0 ADS N-12 _ _ I - ;r 45 BEND
SLOPE AWAY ~ FROM COVER LOWEST POINT OR / / _ It's our place to improve yours.
Q RELIEF VALVE OUTLET ~ ~ I ~ ~ ~ ` ~ ~ ~ 125 Scaleybark Road
0 s ~ SUPPORT, PAD AND I o I I i F Charlotte, North Carolina 28209
- G SMALL _ RESTRAINED JOINT -SEDIMENT STORAGE AREA 704.561.5297
~ STONES /--HYDRANT THRUST SEE NOTE #5
x ~ FOR ~ / CONNECTION ,BLOCK ADS N-12 "D" x 8" ~ DEAINAGE ~ ~ VALVE NOTES: PERSPECTIVE VIEW ,
i WY ~ ~ ~ CMU REDUC NG E ~ 1k1 O t. REDUCED PRESSURE PRINCIPLE ASSEMBLIES {RP) MUST CONFORM TO RE UIRED QMU Ire ace es REQUIRED
I 1 CMU SPECIFICA710NS. REFER TO CMU APPROVED LIST OF BPA S. Q CMU APPROVED RP INCLUDES SHUT-OFF VALVES #1 AND p2 AS PART ZGNNG BPA ABOVE BPA ABOVE Char10tt2, NC
Q ~ ~ OF THE ASSEMBLY NO SUBSTITU110NS SHALL BE PERMITTED. SETBACK GROUND G'~ ~ FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y) GROUND ~5 WASHED STONE CLASS I RIP RAP GENERAL NOTES:
HANDWHEEL OPERATORS. IF SERVING FIRE SPRINKLERS, TAMPER ~ ADS N-12 ~ FLAT STONE OR SNITCHES ARE REQUIRED.
END CAP CONCRETE SLAB :TEST cocK pt sHAU BE uasTREAM of sHUr-oFF vALV>= ~t AND Is PROPERTY SEE NOTE SEE NOTE SEDIMENT STORAGE ZONE FINISH GRADE 1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD
~ L THRUST BLOCK PART OF THE APPROVED ASSEMBLY. LINE 8 BC 9 5 PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU i AGAINST , STANDARDS SPECIFICATION. ALL JOINTS SHALL BE RESTRAINED WITH #8 & #9 BE USED TO PROTECT EXISTING PIPE INVERTS THAT STORMWATER STORAGE ZONE 6" 2' DRAIN 10 ACRES OP LES`:.
UNDISTURBED I MEGALUC RESTRAINTS OR APPROVED EQUAL. ' ~ 2. DIMENSC'~5 SHCPr`, MINIMUM ACCEPTED
SOIL 6. 8'-10° RP SHALL BE SUPPORTED AT CENTER WITH BRICK PEDESTAL AND SHALL NOT BLOCK RELIEF VALVE ON DRAIN PORT. 7. INSULATED ENCLOSURE SHALL BE AS SPECIFIED IN CMU ENCLOSURE PUBLIi CMUD ~ UNLESS OTHERJJiSE CMUC FL
NOTES wFORMAnoN. WATER METER METER CW z ~ r;~ ~ - - ~ - 3 IN LI~~ P P„~ " _`E=, OUTLET PIPE MAY BE y~
8. AlL LOCAnONS FOR BPA'S REAUIRE CMU APPROVAL. MAIN ~ COVERED W"H ~A.PDW~PE . 1 P O lOn _~T RI RAP A O PIPE H, ND
1. THE DIAMETER OF THE PIPE "D" MAY VARY FROM 8" - 15° ' s. No TAPS, BRANCHES, FH's oR OTHER accESSORIES ARE PERMITTED oN THE PIPING BETWEEN THE BPA & METfR. TYPICAL LOCATION REQUIREMENT WASHEC S"ONE WHEPE ~ S~~~LLWAYIS NOT REQUIRED. CEMENT
U ,Z 2, ALL JOINTS SHALL BE WATER TIGHT FOR ABOVE GROUND INSTALLATION ILLATION MAX. SEDIMENT DEPTH
N.T.S. 3. ADS N-12 PIPE AND APURTANENCES MAY BE SUBSTITUTED (CLEAN OUT POINT) SECTION
~ WITH LIKE HIGH DENSITY POLYETHLENE PIPE OR PVC PRODUCTS
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' N.TS, 1 C P ESSURE BACKFLOW DETAIL NTS 8 C ~ NTS 1 REDU E R HY RANT CONNECTION CAL D 14 TYPI CLEANOUT ~s 8 GRAVE ND RIP RAP FILTER BERM BASIN CMLD S1'D, DTL. #30.12 N.T.s. 2 LA Revlslons
FINISHED GRADE 03/01/02 FOOD LION REVIEW
~ FINISHED GRADE NEENAH R-1792 FL FRAME AND TO BE SLOPED 04/01/02 PER CEPM COMMENTS
SOLID LID OR APPROVED EQUAL ~ A.WAY FROM COVER SHUT-OFF STEEL POST STEEL POST 04/24/02 PER CEPM/CDOT COMMENTS
C SET FRAME IN FULL ~ ~ SEE VALVE #1 8' MAX. 05/13/02 FOR GRADING PERMIT WIRE FENCING WIRE FENCING 10/04/02 PER REZONING/NEW BLDG,
BED OF MORTAR NOTE #4 I,.~ MA, I _ _ N z DOUBLE CHECK
~ TEST COCK #1 DOUBLE CHECK w '~JR:. r.,_~ i ORT ~ VALVE ASSEMBLY SHUT-OFF rw ~ ERC'.ZE BA~~_ SHUT-OFF GRADE RINGS AS REQUIRED SEE NOTE #3 VALVE ASSEMBLE I .Ev MIN. WOVEN WOVEN FILTER ~ FIL?ER
G co MAY. ADJUSTEMENT 8" STRAINER I SALVE #2 SEE NOTE ~2 4° MIN. ~ VALVE ~2 ~ l ) ~ FABRIC FABRIC
~ OPTIONAL ~ 2'-0" LD. TANDARD ECCENTRIC ~ FLOW I FLOW z WASHED Z
a s TI Ns FLOW~- CONE SEC 0 - 5 I - ~ ~ W # i ~ W ~ STONE ~ ~
4" MIN. TYPE K CP. COPPER TUBING TEST COCK ~1 4" MIN. 4" MIN, ~ - o I o ~o' F. r7 ~ m ~4~' I ~ ~ m OQ
R - OR MIT`,. GALVANIZED STEEL Z CHECK COPOLYME 1/4 TURN FULL PORT .-..CHECK PIPE FOR MIN. 5' ON EACH END 8" ON TEST COCK-~~ VALVE ~1 a ~ ~.1; I Q g;v o ~ , t o ~ ~ , I ~ N ~Yti
W v1 POLYPROPYLENE BRONZE BALL -VALVE #2 OF ASSEMBLY. SEE NOTE 4 SIDE OF OPENING 2" MIN. DRAIN r PLASTIC COVERED SHUT-OFF VALVE 1 SEE # ro TO ATMOSPHERE F .
c""n ~ STEPS M.A. IND. 2" SLOPE ~ cn ( SEE NOTE..#2 NOTE ~S . -
LL INC. PSZ-PF OR - RUBBER GASKE _ " 'x o APPROVED EQ.) 1111111111p),, ``1111NIN)1)I)I _ , , _ _ _
~ ~ 4° MIN. 2 MIN. DIA. DRAIN BY GRAVITY ° ~ - ~I X011 CAIN' i),i'' ~~0~1'(N CARS )),i~' - N •0~ ~ I _ _ _ _ - - ANCHOR
z MANHOLE WALL ELEVATION VIEW #67 WASHED TO ATMOSPHERE AS REQUIRED BY PLAN VIEW z ~ STONE CMU SPECIFICATIONS. SEE NOTE #6. _ , _ SKIRT 6 ' - ; 'L . . - - ~ • ~
0 Q Q ~ _ . ~ MINIMUM 9 ~ ~ : O < .4r SEAL - : ~
T, NOTES: iv 4'-0" I.D. N RA N T NT. ~ = ;Z.''
V 1. DOUBLE CHECK VALVE ASSEMBLIES (DC) MUST CONFORM TO CMU ANCHOR SKIRT IN LIEU OF BURING SKIRT, 6" OF GEE L 0 ES CO 461 DRAIN 6" MINIMUM #5 WASHED STONE MAY BE USED Q;
Q ~ STANDARD RISER SECTION ZONING DRAIN AS REQUIRED - ASTM C478 SPECIFICATIONS. REFER TO CMU APPROVED LIST OF DC'S SETBACK ~ ( ) ART OVER TURNDOWN. B. AT DENUDED LIMITS WHERE A REQUIRED UNDISTURBED BUFFER IS 50 FEET ~ OR LESS AWAY. ' G~`~~
Q o 2. CMU APPROVED DC INCLUDES SHUT-OFF VALVES ~1 AND ~2 AS P ~n z LINK-SEAL (OR APPROVED OF THE ASSEMBLY. NO SUBSTITUTIONS SHALL BE PERMITTED. GENERAL NOTES: Y D . 1~,~ N B 1,~~
Z ~ EQUAL) AS REQUIRED FOR 3. TEST COCK ~1 SHALL BE UPSTREAM OF SHUT-OFF VALVE #1 AND IS 8. ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE uulllll 02/15/02 )luuuuul 02/15/02
~ SEALING PIPE IN MANHOLE PART OF THE APPROVED ASSEMBLY. ALL TEST COCKS MUST BE ON ONE PROPERTY CMU REQUIRED I-~ OPENING SIDE OR TOP. ASSEMBLIES SHALL BE INSTALLED UPRIGHT AND IN THE LINE BPA BELOW GRND. :QUIRED 1. FILTER FABRIC FENCE SHALL BE A MINUMUM OF 32" IN WIDTH AND (WITHIN 5 FT.) WHEN GRADING IS ADJACENT TO SWIM BUFFERS :LOW GRND. SHALL NAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY SPACING. OR WETLANDS (REFER TO SWIM BUFFER GUIDELINES).
~ HORIZONTAL POSITION. SEE NOTE 7& 8 V 4. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CMU # ~ ATE #7&~8
CONNECTING PIPE DRAIN FROM CATCH BASIN STANDARDS & SPECIFICATIONS. BACKFLOW WITH GRATE PUBLIC ~ 2. WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN FOR A PERIOD OF MORE THAN 30 DAYS. MAINTENANCE NOTES:
V _ BOTTOM RISER SECTION 5. VAULT, DOORS OR COVERS AND SUPPORT OF ASSEMBLY SHALL BE VAULT WATER ~
t ~ X _ 1r' CAST WITHOUT JOINT DESIGNED BY OWNER AND AS REQUIRED. PR VI A SHOWN OR AS FLOOR DRAIN. TOP OF MAIN Q CMUD 3. STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE 1. FILTER BARRIERS SHALL BE INSPECTED BY THE FINANCIALLY Pro'ect No. 01-064 2341 CMUD 1 I - T 1
E cc0v Q DETAIL AT BOTTOM 6. DRAIN INLET MAY BE 0 DED S DISCHARGING o METER Q ~ INV. EL. 7. ALL LOCATIONS FOR BPA'S REQUIRE CMU APPROVAL. STORM PIPE ~ METER SELF FASTENER ANGLE STEEL TYPE. RESPONSIBLE PARTY OR HIS/HER AGENT IMMEDIATELY AF~ER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFA'_`. Drawn B
~ ~ RAN HES FH'S OR OTHER ACCESSORIES ARE PERMITTED ON 0 8. NO TAPS, B C , 4. WIRE FENCING SHALL BE AT LEAST 10 GAUGE WITH A MINIMUM OF ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY. 1
T T R. N co LEAN CONCRETE -FORM THE PIPING BETWEEN HE BPA & ME E STORM TYPICAL LOCATION REQUIREMENT :MENT 6 LINE WIRES WITH 12" STAY SPACING. K B Checked B 2. SHOULD THE FABRIC DECOMPOSE OP, BECOME INEFFECTIVE RIOR TO THE END J Y
~ ~ ~ TROUGH TO DIRECT FLOW PIPE FOR BELOW-GROUND INSTALLATION Z ~ ~ FROM INLET TO OUTLET DRAIN ALTERNATIVE N.T.s. _LATIQN T AT N OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL IS N CESSARY TH 5. TURN SIL FENCE UP SLOPE E DS E E T 7-~
FABRIC SHALL BE REPLACED PROMPTLY. ICSIIP I IArP' (12/1~i/fl9
0 TIE INTO CATCH BASIN OR STORMWATER MANHOLE PER DETAIL 6. WIRE MESH SHALL BE MIN. 13 GAUGE WITH MAXIMUM 12" OPENEINGS. ~VV~~ y~ yr V r
x 6' CAST-IN-PLACE #5 0 6° O.C. E.W. CONCRETE BASE (3600 PSI) SHOWN ABOVE. NO TIE IN TO STORMWATER PIPE WILL BE ACCEPTED 3 3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN THE DEPOSTS REACH APPROX.
Q a M 7. WIRE AND WASHED STONE WILL BE REQUIRED AND NOTED ON PLANS WHEN: HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOS'`S REMAINING IN T AILS A. AT TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) PLACE AFTER THE SILT FENCE S REMOVED SHALL BE DRt..-" ,_D TO CONFORM SITE DE
z OR ALONG WATER COURSES. TO THE EXISTING GRADE, PREPARED AND SEEDED.
CIL W 1 NTS 13 OW DETAIL 0.75 TO 2" N TS 7 Fs L7 TEMPORARY SILT FENCE FOR HIGH RISK AREAS CMLD STD. DTL. #30.06 N.T.S.
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U REFERENCE SHEET CV.6.0 ACCESS TO BLDG. TYP. _ U PLAN VIEW
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0 1' B 12" ALU. 2' NOTCH ~ ACCESS WEIR HINGE ' n ' °w C-103 ~ :
MIN. 1. CLASS OR MEDIAN SIZE RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON TO BE DESIGNED BY THE ENGINEER. LADDER N : ~ ; ~ t ~
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~ R F R TO THE CHARLGTTE MECKLENBURG STORM WATER DESIGN MANUAL FOR 2 E E 5 1.75 ~ ' ~ ,gyp . 2.5 1 FS T & o•
RIPRAP APRON DESIGN STANDARDS. ' Q r,,rlr 11ti,,~ uuu?
~ 3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
H ~ OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 21 ANG A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR 6'
~ ~ CULVERT HEIGHT.
~ 3 I 2 24" RCP HANDWHEEL GRATING & HATCH TO BE OUTLET PIPE pESIGNEO AND CERTIFlED BY
~ 4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE ~ SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED ELEV 769.40 MANUFACTURER. SUBMIT SHOP ALUMINUM VALVE ~ DRAWINGS TO CJS PRIOR TO
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE IN M GUIOE SUI GUIDE SUPPORT ELEV J6J.50 FABRICATION.
Q 1 ~ SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL, THE BRACKETS APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. ~ 9' (TYP. OF BRACKETS (TYP. OF 3) PERMANENT PAN U~E~ r
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~ T WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM (TYP) (T1P) 5 z5 z3/B Q 5. HE
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. S.S. ANGLE Q ~ > vF a° ORIFICE 125 Scaieybark Road VALVE
~ PLAN 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95~ OR GREATER. of 6"S.S. ANCHOR OPERATOR C~ial'iotte, North Carolina 28209 704.561.5297
i BOLT EPOxYED ~ B 7. THE PLACING OF FILL, EITHER LOOSE OP, COMPACTED IN THE RECEIVING IN PLACE PRECAST 6'x6' 6~
Q I CHANNEL SHALL NOT BE ALLO'~D. 6' VALVE vault. ~ TINDALL UV7272
~ NATURAL ALUMINUM ~ (10' MI'. ? 8. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON ~ SPACED 12 ALUMINUM STEPS OR EQUAL a,Cj it SPACED 12" O.C. d
~ GRADE W1LL BE PERMITTED. E U B° Gv~ 8" ALUMINUM/D.L ~T//''rr 8" POND 2nd CONCRETE PLACEMENT ~ ORAIN LINE Charlotte, NL
Q W c W 9. DEPENDING ON SOIL CONDITIONS, WASHED STONE OR FILTER FABRIC GF DRAIN AFTER BOX IS ANCHORED GROUT IN PLACE ~ NOTE:
RIP RAP WILL BE NECESSARY UNDER RIP RAP. M ~ CONTRACTOR TO ENSURE THAT OUTLET
x ~ ~ Q M ~ M BOX IS SET LEVEL AND FLUSH WITH SURFACE ~ , , . R . ~ ' ' ' • D. ~ a a ~ OF BASE FOOTING TO PROVIDE UNIFORM
x \ 10. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL H _ I I I MUST BE STABILIZED. ss ANGLE cups ° • ; p.,, ° ~ ~ r~., BEARING, GROUT IF NECESSARY.
l {TYP OF 8) ~ i~ SEE ANCHOR DETAIL ALL ORIFICE OPENINGS ANO PIPE OPENINGS 9- 5 BARS 8/CV6.3 ~ 8'00 ~ INTO THE OUTLET STRUCTURE SHALL BE
w Z ® 12" O.C E.W. SEALED LEAK TIGHT. USE "LINKSEAL" MECHANICAL SEALS FOR ALL PIPES 24"
AND SMALLER. ~
T HA N IGNED TO PASS THE 50 YEAR OUTLE S BEE DES
STORM EVENT THROUGH THE 6'x6' TOP OPENING
U NOTE: MINIMUM H=2/3 LAYER OF FILTER FABRIC Z PIPE DIAMETER I,
F; ~ SECTION B-B
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~ C TL. #20.23 N.T.S. 11 N.T.S. 8 O T PIPE OUTLETS MLD STD D RIP`RAP APR N A N.T.S. 2 8 ReV1S10iZS
03/01 /02 FOOD LION REVIEW
~ 2"x6" CAP W W / x CHAMFERED TOP 8'-0" O.C. 03/29/02 REV. DTL. ~3
F-+ 04/01/02 PER CEPM COMMENTS
L" Q 04/24/02 PER CEPM/CDOT COMMENTS 05/13/02 FOR GRADING PERMIT
2„x4„ I ~ I 1 ~ 10/04/02 PER REZONING/NEW BLDG.
t i i I { 4 I S i
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Q 1I ~ ~i I P ~ I ~I 4"x ~ j I 12' LATTORAL SHELF AT 6:1 SLOPE, 2 FEET BELOW
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GRADE I I j 8' F'" > a'
W W 2"x4" ~ i I ELEV 770.40 3 RIP RAP BERM
~ BRACE, ~ i ! I .~1 ELEV 769.40 TO FORM FOREBAY
~ TYP. 6.0' I I I ( I FLARED END SEE GRADING PLAN FOR illlull!!ulrr ~g11111111uUrr
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2 0 ' w 6 x6'x1 ANTI-SEEP 4" WATER QUALITY/2 YR ~ • ''~SS,•' / ~ ~ D ORIFICE ELEV 765.00 ~ ~F 0,~°•;'L ~ ~ A~,''
0 ~ ~ , ~ 1' THICK 4000PSI ~ COLLAR (TYP OF 2) Q #5 E.W. E.F. c , o CONCRETE SEE DETAIL 10/CV6.3 2.5'x2.5'x8° CONCRETE ~ .'"h y . , COLLAR ~ ; . ~
INV 759.0 . , o , . 1 SEAL W a _ ~ ~ ~ ~ n ELEV 761.00 - 8461 -
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0 ~ NOTE: 6, 6' FOR BEDDING REQUIREMENTS
H d ~ CUTOFF TRENCH TO EXTEND ACROSS SEE PIPE MANUFACTURER
U ~ NOTES: ° . , T w 2x4 ° p THE FOUNDATION PARALLEL 0 THE CENTERLINE JE AND COORDINATE WITH CJS
AND UP THE ABUTMENTS TO ELEV. U 1. ALL WOOD TO BE PRESSURE TREATED. CONCRETE 60 N (s; 2x4° FOOTING 60'
o ~ Pra'ect No. 01-064 2341
E ~ 2. ALL STEEL HARDWARE TO BE GALVINIZED. M Drawn B ;
3. 2 COATS SEMI-TRANSPARENT STAIN. COLOR BY ARCHITECT. a, Y
0 ~ 4. 3/8" SPACING BETWEEN 1"x6" INFILL. ked B ; ~ B Chec 1 Y
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° Q PER CITY OF CHARLOTTE M ~ SITE DETAILS
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ry - - - . _ ~ . __.._n~._.. 755 _.M_ ~"W _ , ._M . _ _ . _ . _ _
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N v 0 10 o ~ 10 20 30 40 50 60 70 80 90 100
~ ~ Pf0'ect No. 01-064 2341 1
q N N Drawn B ;
Y
~ ~ a U" Checked B ; K B 1 Y
~ 7
o ~ Ln7 Issue Date: 04/30/02
o
CROSS-SECTIONS
CV6.4
Q NEW SUGAR CREEK ROAD CROSS SECTIONS -DOWNSTREAM scare 1"=10' 1 NEW SUGAR CREEK ROAD C ROAD CROSS SECTIONS -UPSTREAM S=~-= 1°=10' 1
a ~

N
O O
N
x n 2'-0" MIN. ~
SPILLWAY
CREST
0 U r--# 5 WASHED STONE ~ ~
RIP RAP i s ~ ~
z 0
H EXISTING CHANNEL FLOW ~C ~ ~
Q SIDE n
z ~ NEW WETLANDS
U ~ SIDE •
w :n Y i ~ h
w SECTION A-A " 1800 Camden road
H w Suite 103
Charlotte, NC 28203
w U 10' ~ Tel [phone]$
2 Fax [phone]
781.00 6' ~ n
W U 780.50 1' MIN. BELOW LOWEST r
U 779.50 ~ ~ BANK LEVEL MIN)
FOR A LIST OP BIDDING GENERAL COI~IAACTORS, GO TO N
777.50 www.bidlist.ws
I~ SECTION B-B RIP RAP GENERAL NOTES; FLOW WA H
z 0 S ED STONE
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER. A
2. CHECK DAMS MAY BE USED IN SLOPING
0 DITCHES OR CHANNELS TO SLOW VELOCITY >A
OR TO CREATE SEDIMENT TRAPS. B B
z Land Planning
z Landscape Architecture
0 ~ Civil Engineering
Urban Design
w A P LA1~ 112 south Tryon street
0 a Suite 300
RAC ~ Cfiarlotte, North Carolina 28284 K HECK DAM e~ N.T.S. 3 Tel [phone] S o 5
z 0 Fax [phone]`z l
www.wlejeneststone.com
v w ```111111111 q llprr''
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WATER U Q ALITY BASIN P LANT SCHED U LE
0
QTY. KEY COMMON NAME BOTANICAL NAME SIZE R00T SFAC
STABILIZED WITH ~ VEGETATION SEDIMENT FOREBAY ING
Q
ZONE 1-- DRY SOIL It's our puce to improve yours.
N 125 Scaley6ark Road
~ ZONE 1 1 756 SG SWITCHGRASS PANICUM 1 CONT. a o.C. Charlotte, North Carolina 28209
~ SG w VIRGATUM GAL. 7D4.561.5297
Q IW ZONE 2 SHORELINE--MOIST EDGE BF es ire ace
WG N
Ll \ Charlotte NC LT SS R 125 BF BLUE-FLAG IRIS LG BR CONT. 3' O.C. ~
LT IRIS VIRGINICA
~ AA ZONE 1
z ZONE 4 AA SG 160 SR SOFT JUNCUS 1 CONT. ~~,C, RUSH EFFUSUS GAL.
a CT
sc 94 WG WOOL-GRASS SCIRPUS 1 CONT. O.C.
8F SS 4~ CYPERINUS QT•
CJ
in SS 20 IW IRONWOOD VERNONIA 2 CONT. 3 O.C.
p.; ' SS F NOVEBORACENSIS QT• B
a i ~ 0
~ ZONE 5 C7 LT ZONE 3 0.5' T01' SLOPING SHELF LT
WW AA
p SG 142 AA ARROW ARUM PELTANDRA 1 CONT 30" O.C.
Ll v~RGINICA GAL. Revision s
LT 92 LT LIZARD-TAIL SAURURUS 1 CONT. 3' O.C.
w LT LT CERNUUS GAL.
0
IW x IW INLET (SEE SHEET CV2.0) 90 SS SOFT STEM SCIRP 1 US CONT. 4' O.C.
ss a BULRUSH VALIDUS GAL.
C
x a ZONE 4 AREA OF SEDIMENT DEPOSITION
SR AA
LT 114 CT CATTAIL TYPHA 1 CONT. 4' QC.
w ss w LATIFOLIA GAL.
cxn ZONE 1 BF SHALL SHALLOW MARSH AROUND
cn SG PERIM PERIMETER (LITTORAL ZONE 5 DEEP WATER
x SHELF SHELF -ZONES 2 AND 3) ,y
z 85 WW WHITE NYMPHAEA LG CONT, 8° O.C. Inun+rbr qan++?Irr
0 WATER-LILY ODORATA BR P`ll GA r~,~~i O'l11 C rl~~'~i
Q ~ ~ off` • tip'' °•ESS ~ • c • ND
f-+ OUTLET P ROTECTION AND U EMERGENCY SPILLWAY. ABBREVIATIONS LIST: flr° F 0'°°,'L ~,P ~A •,9
SEE SHEET CV2.0 GAL=GALLON POT QT=QUART POT LG BR=LARGE, BARE-ROOT '•a SEAL _ ~ ° ,w -
w Q 8461 - Z
z t9 '~yt' Q
0
Ir 11111 J. B 1111 r++uul 02/15/02 urunlu 02/15/02
U
_
U o a
~ ~ ~ Q
0 m Pro'ect No° 01-064 2 1
0 N / 34
N Drawn B ; Y
z o ~
Checked Rv' KiB
3
9 F?y ~ Q Issue Date; 10/04/02
N
z a t„+
N /J / W SITE DETAILS
0 /p M- WATER QUALITY POND PLANTING PLAN
N
a SCALE: 1" = 20' 1

X N /F NOTES NOTES X
CHARLOTTE MECK. BOARD OF EDUCA110N LINE TABLE 14.) VERTICAL DATUM IS BASED ON FINISHED FLOOR ELE'
GIS MAP # 043-091-16 LINE LENGTH BEARING STORE. ELEVATION (801.00} AS SHOWN ON TOPOGRA HED FLOOR ELEVATION OF THE FOOD LION 1.) THIS PROPERTY MAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS- NN ON TOPOGRAPHIC MAP BY LUCAS FORMAN, INC. OF-WAY, WHETHER WRITTEN OR UNWRITTEN, RECORDED OR UNRECORDED DAVI COX RD.
DB 6829 PG 649 L1 29.93' S4T29'23"E DATED 12-22-98. VISIBLE EVIDENCE INDICAl1NG ANY SUCH USE OF THE LAND IS SHOWN.
L2 12.00' N56'23'17"W 15.) UNDERGROUND UTILITIES SHOWN REPRESENT PAINT h SITE =k RESENT PAINT MARKS AND/OR 2.) IRON PINS (#4 REBAR) SET AT ALL CORNERS, UNLESS NOTED OTHERWISE.
N F ~ L3 20.00' N33'36'43"E FLAGS INSTALLED BY NC ONE CALL AND AR / E SHOWD AND ARE SHOWN FOR INFORMATIONAL wT HARRIS
~ CALIFORNIA STATE TEACHERS L4 12.00' S56'23'17"E PURPOSES OMLY. NC ONE CALL TICKET NO.A075919~ p SO,pp"59 RETIREMENT SYSTEM L5 20.00' S33'36'43"W ET NO.A0759192. 3.) THIS PROPERTY ZONED GC PER REZONING PETI110N #95-33(c). BLVD'
E~~~~ 9a GIS MAP # 043-091-14 L6 15.25' S42'36'12"W 16.) DEED AND RECORD MAP REFERENCES AS SHOWN. ~ AS SHOWN. 4.) AREAS COMPUTED BY COORDINATE METHOD. ~
pR`pJEC DB 5452 PG 314 ~ ~ 4~u LAT OF PROPOSED SUGAR CREEK ROAD 5.) TOTAL ACREAGE FOR THE AREA ENCOMPASSED BY THIS PLAT IS 11.975 ACRES. N Z p
pR~~ PR L7 15.26' S42'36'12"W 17,) SANITARY SEWER MANHOLES IN ASHPLAT OF PROPO tJ p00 MOON?• ARE APPROX. 2" ABOVE ASPHALT. ~ ~ W Oe
6.) UNADJUSTED RAT10 OF PRECISION IS 1:17,641. I ~ U~ 4 Q,
S ¢ 7.) GIS MAP NO. 043-091-22.
MICHAEL A. DAVIS, ET AL m Q~' 8.) THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE PER 0
a ~ _ GIS MAP # 043-091-04 k 1 160 ~6~~ _ ~ ~ ~ ` DB 8369 PG 811 FIRM MAP (COMMUNITY PANEL #370158 0060 8, LAST REVISED 3/02/93. ~~P a
RIM-761.66 EP I ~ .N O 9.) DATE OF SURVEY WAS SEPT, 25, THROUGH OCT. 05, 2001, OLO J
g INV. OUT=74 . ~ 60 ~ .
J Bg a' ^ '161 36"x--~.,' B? 1 ~i+ >ss $ iNV, )64.11 10) NO DEVELOPMENTAL STUMP HOLES REPORTED TO THIS FIRM WITHIN THE SUBJECT TRACT. ~ ~ ~ o D
01' 16'` >s a6 110 _ 11.) OWNER OF RECORD IS CHESHIRE CROSSING PROFESSIONAL PARK, LP (DB 8678 PG 903). i ~
E RIM= '?.5 RI =766.81 , o v 1.yti`' 12.) CONTOUR INTERVAL TWO (2) FEET.
INV. IN= - 58• 13.) NO NCGS HORIZONAL TRAVERSE WITHIN 2000 FEET. THE LOCATION OF NCGS MONUMENT
17 - 1600 0 ~ - 1 75.2 \ INV. - OLD p 6~ ` V. OU = ~ ROPER ,1 ~ ~ a "CHESHIRE" WAS WITHIN 2000 FEET OF THIS SITE, HOWEVER, IT WAS FOUND TO BE
~ R g 1 y LIN o• 1 15' S SWR. R W NMS S ~ 11 > / ~ \ A D OBLITERATED AT THE 11ME OF THIS SURVEY. VICINITY MAP NO SCALE
D 76 153 ~ ~ h ~ G ~ N F ti ss - 1 ' 1 / 5 I 766.81 ~ 0 p C o ~ ~
° p UBLI E 10 N.C.D.O.T. ~'`l5 53 rn ~ JE R r\ E ~ s C /W) R NMS SS J 9.81 O
k s oo ~ A MB 27 PG 481 ~ .56\ - >3 D 11476 ~92/U-33 2 a v s, NMS 1 ~ ~ _ ~0~0 ~
'O cfl cs ~ ~ 9 ~ 00 1. ~ 0' ~ ~ 'S'Y
RIM=76 7 ~1--764.06 ~ ~ J ~ l5 MP, _ 10 ti~4 ~ h6 91y~ w~~ ~~0 P
V INV. I - s,N ~ O CREEK a D6 114PD ~11476NpT ~ T T INV. 0 I v. I~ 3.77 ~ 76 p G s 13
R/w - `o ~ S8 X 7 0 649 ~ 750 ~ 3 00' IN O ~ S~ ? 59,67 s9 ~
~ 9.8 O W S 69 ~ s x ~ ~ ~ ~ ~ \ RIM=769.67 ~ O ~ ~ 761.70 O O ~ ~ 697 ~ ro 79 ~ 8 IB e~~k / ~ ~ 1g0~ ~9^r
2a" FES INV. OUT-755.50 ~ ~ ~q ~ ~p s ~2 P
INV.=763.71 24" RC , 6 0 t~ ~ P ~V02 ~ ~ J 6S~ 2$ \ N - ~ ~ ~ 1 ti
• a 0 ~ 6 N ~ ~ rn s ~ 765 ~,9 0j ~ ~ ~ G,~9 ~ d ~ ~ II ~
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DHS ASSOCIATES, LLC 'S ~L- \ _I GIS MAP # 043-091-19 ~ ~ ~ w ~ S2• ~ 2 ,
MB 27 PG 481 \ \ ~ ~ S 7T5 ~rn RFFk \ ~ ~2 33,, N/F
~ ~ \ S \ 8 Elp CHESHIRE CROSSING i--- ~ ~ 8 Sq \ \ \ ~ ~ ~R, s PROFESSIONAL PARK, LP
t_ \ _ `~sa ~ \ ~ GIS MAP 043-091-23 p`~,\ #
775 ~ ~ . ~ ~ ~ ~s3 w \ DB 8299 PG 119
i \
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/ \ o. ~ his \ \ 3, ~ , W
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TREE CHART ` \ 777.0 ~ \
A 0~- 9 ~ 170 = 6" ELM 285 = 8" MAPLE 615 = 25" GUM 665 = 9" ASHE ~S 180 \ so \ ~
171 = 8" PINE 314 = 9" MAPLE 616 = 18" GUM 866 = 15" ASHE ~ ~ ~ O 172 =14" PINE 315 = 7" MAPLE 617 = 6" DOG WOOD 867 = 7" ASHE N/F SS EIP
193 = 7° OAK 316 = 7" MAPLE 618 = 6" HOPHORNBEAN 868 = 13" MAPLE ~r 194 = 8" OAK 317 = 6" MAPLE 619 = 18" GUM 869 = 7" ASHE i~OLDEN ARCH LTD. PTNRSP. /
_ _ G 9 195 - 12" OAK 318 - 9" PINE 620 = 6" DOG WOOD 870 = 13" MAPLE GIS MAP # 043-091-20 _ 196 = 14" OAK 319 = 11" PINE 642 = 7" HICKORY 871 = 15" MAPLE DB 8656 PG 532 - ~ 1 A RIM=791.18 INV. OUT-777.98 - - \ -
197 = 12" PINE 320 = 6" MAPLE 643 = 8" ELM 872 = 11" MAPLE 198 = 8" PINE 321 = 7" PINE MB 27 PG 481 \ x 7a2. ~
644 = 12" OAK 873 = 15" ASHE EI 199 = 12° PINE 322 = 8" PINE 645 = 12" SWEET GUM 874 = 30" OAK ~ O . S 6 X 7 X 788.71
200 = 7" PINE 323 = 6" PINE 646 = 14" ELM 875 = 9" ASHE 201 = 8" PINE 324 = 6" PINE 647 = 6" DOG WOOD 876 = 13" MAPLE x ~I Q
202 = 7" PINE 325 = 7" PINE 648 = 6" ELM 877 = 13° ASHE S ~ 1 - ~ 203 = 6" PINE 326 = 13^ PINE 649 = 6" DOG WOOD 878 = 9" ASHE 78 \ ~8g ~l
204 = 9" PINE 327 = 11 PINE EIP \ ~ 650 = 6" DOG WOOD 879 = 13" MAPLE 205 = 7" PINE 328 = 9" PINE 756 = 7" MAPLE 880 = 7° ASHE N
206 = OAK 329 = 8" PINE 757 = 19° MAPLE 881 = 7" ASHE , \ 207 = 7° OAK 330 = 9" PINE 756 = 6" ASHE 882 = 9" ASHE 46 ti x 783s LEGEND:
208 = 14" OAK 331 = 9' PINE 759 = 9° MAPLE 883 = 7" ASHE \ 209 = 10" OAK 332 = 8" PINE 760 = 7" MAPLE 884 = 24" MAPLE W `~o ~
210 = 7" OAK 333 = 14" OAK 761 = 9" ASHE 885 = 15" MAPLE EI 211 = 6" OAK 334 = 15" OAK \ ~ 782.08 EIP =EXISTING IRON PIN (#4 REBAR UNLESS OTHERWISE NOTED)
212 = 10' k1LLOW 335 = 8" PINE 762 = 7" MAPLE 886 = 15" MAPLE 213 = 17' OAK 336 = 9" PINE 763 = 8" ASHE 887 = 8" MAPLE \ ~ X 1 N; SIP =SET IRON PIN (#4 REBAR UNLESS OTHERWISE NOTED)
214 = 13" OAK 337 = 9' MAPLE 764 = 9' MAPLE 888 = 9" ASHE r\ 215 = 6" OAK 338 = 17" MAPLE 765 = t4" MAPLE 889 = 16" MAPLE x 784 B ~ N/F 0 =EXIST. R/W MONUMENT ~ ~ CHESHIRE CROSSING N = N M NUMENTATIQ~1- T
216 = 6" OAK 339 = 13" MAPLE 766 = 6" ASHE 890 = 7" ASHE - ~ ~ PROFESSIONAL PARK, LP MS 0 0 SE
217 = 12" OAK 340 = 9" MAPLE 767 = 9" ASHE 891 = 13" MAPLE X 218 = 7' PINE 341 = 13" OAK 768 = 8' PINE 892 - 14` MAPLE 785 9 X 78 .5 ~ ~ GIS MAP # 043-091-02 N/F =NOW OR FORMERLY
219 = 11" PINE 342 = 7" MAPLE 769 = 7" MAPLE 893 = 8" MAPLE 220 = 9" PINE a48 = 13" MAPLE 770 ° 7" ASHE 894 = 15" MAPLE 190 771 = 15" OAK 895 = 7 ASHE \ I ~ DB 7133 PG 689 ~ =LIGHT POLE<~ ' '
221 = 8" PINE 449 = 12" MAPLE 772 = 12' OAK 896 = 8" ASHE \ 222 = 7" ELM 450 = 7" MAPLE e \ = P W R P ~`rt
223 = 6" PINE 4 1 = 773 = 8" MAPLE 899 = 7" ASHE 3 y 5 9 ASHE 774.8" MAPLE 900 = 15" PINE N/F \ 224 = 12" MAPLE 452 = 9' ASHE 775 = 8" MAPLE 901 = 14" PINE _ ' - >s -ss- =SANITARY SEWER LINE s
225 = 8" PINE 4 = i6" ASHE TMB PROPERTIES, LLP \ 53 776 = 6" MAPLE 902 = 13" PINE 226 = 9" MAPLE 454 = 13" MAPLE _ GIS MAP 043-091-21 s' \ r ~ / 0 =SANITARY SEWER MANHOLE / ~
227 = 30" MAPLE 455 = 14" MAPLE 777 = 17" ASHE 903 - 12" PINE ~ ~ \ 228 = 6" OAK 456 = 12" MAPLE 778 = 8 MAPLE 904 = 13" MAPLE DB 10407 PG 457 ~ ~ J -ou- = OVERHEAD POWER ~ /
229 = 9" OAK 457 = 8" MAPLE 779 = 8" MAPLE 905 = 8 MAPLE MB 27 PG 481 ,N 617 = 6" ASHE 906 = 7" MAPLE 230 = 7" MAPLE 456 = 13" MAPLE O> ry ~ \ =CONIFER TREES
818 = 9" MAPLE 907 - 10" ASHE 231 _ 10"OAKE 459 = 6""MAAPK 819 = 9" OAK 908 = 7" PINE ~ ~ ~ x lss.5a ~ =DECIDUOUS TREES
232 8" 460 - 14 0 f~ \ \r. 820 = 7" ASHE 924 = 7" MAPLE \ 233 = 6" OAK 461 = 9" MAPLE N / =EXISTING FIRE HYDRANT
234 = 6".MAPLE 462 = 6" ASHE 821 = 7" ASHE 925 = 13" OAK ~ 235 = 18" OAK 463 = 13° MAPLE 822 = 7" MAPLE 926 = B ASHE \ 823 = 13" ASHE 927 = 9" MAPLE \ wv
236 = 10" MAPLE 464 = 13" OAK 926 = 13" OAK ~ \ 237 = 7" OAK 465 = 6" MAPLE 824 = 8" MAPLE X 798.72 i ~ =WATER VALVE
238 = 1 "MAP 466 = 15° BEECH 825 = 6" MAPLE 3000 = 11" PINE ` ~ \ 795 \ O LE 826 = 17" MAPLE 3001 - 9 DOGWOOD ~ 239 = 7" OAK 467 = 12" MAPLE 827 = 13" ASHE 3002 = 10" OAK ~ \ ? =DROP INLET / _
240 = 7" MAPLE 468 = 8" OAK 3003 = 11" PINE \ \ / 241 = 10" PINE 469 = 26" OAK 828 = 13" OAK 3004 = 13" PINE ~ X 786.54 SPOT GRADE
242 = 12" OAK 470 = 8" OAK 830 = 12" PINE 3005 = 6" cuM 303p \ 4 = 7" OAK 471 = 2 3 6 GUM 831 = 7° ASHE 3006 = 13" PINE ,.p~ 3pzg \ / ~ =ELECTRICAL BOX _x_ =FENCE
244 = 13" MAPLE 472 = 8" GUM 832 = 8" MAPLE 3007 = 6" OAK R/ O \ - 245 - 14" PINE 473 - 13" OAK g33 = 9" OAK 3008 = 6" PINE W Wi / 8.17 ~ ~ ~ - _ -GAS LINE
246 = 6" MAPLE 474 = 7" ASHE g34 = 6" MAPLE 3009 = 13" PINE ~ ~ 303 ~O ~0 6 G
249 = 9" MAPLE 558 = 7" HICKORY g35 = 7" ASHE 3010 = 10° OAK rr rr 6 N `l \ 250 = 8" MAPLE 559 = 7" HICKORY _ 3011 = 6" GUM C `w a p N 30 d ~0 3 ~ \ _ 836 - 7" PINE / 7 h/.~ \ ~ 37 ~~j~'~ ~ y N ~ J 7 7 ~ ~ ~ ~
251 = 6" GUM 560 - 10" HICKORY _ 3012 = 6" OAK ~S R O W ~ 7y'" 1 o 837 - 13" MAPLE p2'y0 4 0 O 252 = 14" CHERRY 561 = 8" CEDAR _ 3013 = 6" PINE lR CR P >7 EIP h "5 0 0 ~ _ = 838 - 8" ASHE _ ~ ~ X 798 41 ~ ~ / go ti Nrk 78 ~ ~ ~ h 7 1.92 ~ ~ 779 ~ 9s w
253 - 12" ELM 562 28" CUM _ 3014 - 6" PINE R - _ 839 - 6" ASHE - 0 ~1 p £ ~ ~ 8 p ~ ~ 254 - 9" ELM 563 - 16" GUM 3015 - 8" PINE ~ , ` ~ 00 cv - _ 840 = 8° ASHE - A(1 D D 0 ~ ~ 07 ~ "1 / 06 / x 800.39 C~ 6 'Wy ~ A S0+ ~ ~ EIP - R~ g ~ ~
255 - 10° OAK 564 - 6" GUM = ° A HE 3016 - 12" PINE 8 ' / > v' N N 8 01.11 O \ \ n d' 841 6 $ L~ ~S 9 N / 256 = 10" OAK 565 = 10" HICKORY = 14" 3017 = 10" PINE C ' ~ C A d' ONO 3 ~III~ ~ ~O O~ ~ ~.y,4~'~r~ ~ n X4"1-- 5 ~ ~ a~ g'49 3, r ~ ~2 ~ .27~ ~ N ~S6
257 = 8" OAK 566 = it" GUM 842 OAK 3018 = 6" CHERRY M ~~vy 3 RIM o ~t 0 O a N "t- ~ 843 = 15" MAPLE e 2 8 J INV~ 9S,J OIT ~ O~o ~ 2 ,PN ~ ~ / M 258 = 10" PINE 567 - 15" SWEET GUM 3019 = 6" PINE 3 q I 8 ON K+' ~ ~ 0 ~i ~ 9 p~ nJ COM ~ ~7 ~ ~ ~ O ~r'M ~ D~.._ ~ 0~ ~ EP
- - 844 = 8" ASHE Qg pC ROES 9,3.58 ~ ~r N N 246 N~~ ~ o~ 7 259 - 10" PINE 568 - 6" GUM 845 = 13" MAPLE 3020 = 6" ELM S EIP 6 > ~ ~ O tA+~ 260 = 7" PINE 569 = 11° CEDAR _ 3021= 6 ELM 24~J 8Q fP NAI S ~ D W ~ p 2)Q /N ~NN ~~N ('`r" NN N> 19 ~ O ~ "1 a,
261 = 10° PINE 570 = 9" CEDAR 846 - 6" ASHE 3022 = 6" ELM p P L) OW O "D 847 = 7" ASHE _ G Jr >y EIP •`79 ~O ~ O r~tJ ~ 9 N~ ~ m ~ N ~ 231 ~r1~ O 262 = 12" PINE 571 = 7" OAK 848 = 12" MAPLE 3023 _ 7" PINE ~3 S? (PK NAI) ~ Oj 9~~r, d• ~ l30 1 N _ s ~ ~ ~ ~ , NM5 '33 I, MicIT~LE~?H~f~E N. C, P. L, S. certify that ~w ~ ~ °i this ma ,drawn from an actual field survey under
263 = 6" PINE 572 = 12" GUM g49 = 6" ASHE 3024 - 9" OAK ? O ~ ~ N S~ 'tbiN ~S ~ ~ O 6'2 0 N 0 0 2 8t w w gag' ~ ~5- , ~ ~ P . ~ ~ ~ + 8' ~ R ~gk5__~~EP my direction, meets and/or exceeds the Minimum
264 = 8" PINE 573 = 6" HICKORY 850 = 14" OAK 3025 = 12" PINE R/w O ~ 6 ~ 241 2 266 = 16" PINE 574 = 18" GUM _ 3026 = 12" PINE 785 ~0 C4 N ~ 00 O o ~ s C0 ~s (51 } 9"~ X ~ Standards set forth in the manual of Practice for 4 s
266 = 14" PINE 575 = 10" CEDAR 851 - 15" PINE 3027 = 12" PINE 852 = 8 ASHE _ A63 ,8 ' 019 ~``UO VV N N N M 270 = 6" PINE 576 = 7° HICKORY 3028 - 15" PINE 3 t ~ - Vy Zg N d +v ra~ 853 = 6" ASHE 9 = 6" OAK \ ~9 A9 ~ G, O lap w ~ NN ti ~~s O O - ~ M ~ W N a°1 ,76 1 ~ 6' pu w gas Land Surveying in North Carolina. Title References Oro L 466 sss ~-R~ u re ardin the ad'oinin ro ernes are subject to 2 informaton rovided b pocal Count Government.
271 = 9" PINE 577 = 20" GUM 854 = 14" OAK 302 y T7 --~6.,~, ~ A, O ~O Otn ~ t,+ W ~o>ti~Jy.--L-,~-s~- ,G 272 = 9" PINE 578 = 15" HOPHORNBEAN 856 = 7" ASHE 3030 = 6" GUM Ste, E~ EIP Ur ~a `L_.~;: 4 v~ NMS D pu P Y Y AD 0
273 = 10° PINE 579 = 20" GUM 3031 = 15" PINE uL 274 = 14" PINE 580 = 6" HICKORY 857 = 7" MAPLE 3032 = 6° PINE (PK NAIL) C3 C I I L 858 = 15" MAPLE _ ^ p g0 RD ' E Subject tract title research for retracement of IR H E CH S D Boundar Lines onl ,and not intended to certify
275 = 6" MAPLE 581 = 15" GUM 3033 - 9 INE ~ 22 R 859 = 9" ASHE 3034 = 8" ELM 802,p0 1 S ~J' \ 276 = 6" MAPLE 582 = 13" HOPHORNBEAN 860 = 8" MAPLE 3035 = 8" ELM 35 RD . w va Y Y R G 0 _ N F title. EI /
277 = 6" MAPLE 563 = 7" GUM 861 = 13" ASHE 3036 = 6" CEDAR 49 278 = 7" PINE 600 = 22" SWEET GUM g62 = 13" MAPLE 3037 = 6" GUM N/F 03• -t>'s-' (RAT oAD CHESHIRE JOINT VENTURE ~ IKE) ~ any GIS MAP # 027-132-14
279 = 6" PINE 602 = 8" GUM 863 = 8" ASHE 3036 = 9" GUM LOUIS M. HELMS & d0 DU 1 280 = 8" MAPLE 603 = 12" GUM 864 = 7" ASHE ANITA B. HELMS DRIVE `130 Du Op 9y DRIVE 9
281 = 7" MAPLE 612 = 22" SWEET GUM 262 = 8"' MAPLE 614 = 6° oAK GIS MAP # 027-132-04 ADO Du DO ` ~ fios ~R e DB 6197 PG 570 T ~ _ r $02 ao Michael S. Miller
283 = 11" PINe DB 11652 PG 60 ° 2~ o % ~ ?9e L-3677 tir 9
284 = 7" PINE Sri, ~~~rrr,, 'C7+ 803 s pi ,s s~
d 0 ~o,
REFERENCE PLATS a0 pR 8pp ~ ADDITIONAL TOPO ACROSS SR 2480
om 'ps o WLUO~ 2 12-11-01 BS
o `SOT 1.) FINAL PLAT OF N.C.F. FINANCIAL CORP. AS PREPARED 8Y 9 N >y O0 9 ~ ~ ~ ~ EDGE OF PVMT. ALONG PROP. SUGAR CK. RD. SHOWN Ops2 9j ~ 9p 1 11-26-D1 AND ADDITIONAL TREES ALONG CHESHIRE RD., SPOTS MrF
ROBERT S. SPIDEI, NCRLS DATED 12-22 -89 (MB 23 PG 580). m° X ~o$ 's2 ~o ~`~'s 3'° N0. DATE REVISION BY
2.) SECURITY CAPITAL ATLANTIC INC. RIGHT OF WAY DEDICATION, PREPARED BY d 800.53 soy 800.53 ~~j
DEATON/HASTY, DATED 4-19-94 (MB 26 PG 25) 088 ~ o 800-632-4949 PROJECT NO
AND LAST REVISED oog Y~ BOUNDARY AND TOPOGRAPHIC SURVEY PI18 N/F SCALE
3.) REVISED FINAL PLAT OF CHESHIRE CROSSING PROFESSIONAL PARK MAP 1 ~ 5 AS PREPARED BY ESP ASSOCIATES, P.A., DATED 10-25-95 (MB 27 PG 481). oNE STORY BRICK BUILDING TORY BR~GK 6UILDINC cHILDREN's WORLD OF CHESHIRE PLACE -PHASE II 1"=50'
AND LAST REVISED 5-3-96. ~ >9 LEARNING CENTERS, INC. DATE cls MAP o27-132-07 FOR THE CROSLAND GROUP 9-25-01
4. N.C.D.O.T. PLANS, PROJECT: 9.8100392 -TIP #U-3342 9s N F DB 8858 PG 667 LOCATED IN MALLARD CREEK TOWNSHIP°RAWN aY
AS PREPARED 8Y KIMLEY HORN AND ASSOCIATES, INC., DATED 5-9-01. d / MrFrelich, BS CHESHIRE JOINT VENTURE CHECKED BY
- _ 0~0_ _ _ . 11~~'rT~T F1~IRTTRr C(1TTNTV
5.) COMPOSITE BOUNDARY SURVEY FOR LANDCRAFT PROPERTIES INC, 11 .I F (i ll)/-1(I_14 1\1L VLLLL11L Vl~l.1 VV V1\11 MJM
AS PREPARED BY DELTA LAND SERVICES, INC., DATED 220-95. DB 6197 PG 570
6.) LEASING PLAN OF CHESHIRE PLACE PHASE II, FOR CROSLAND RETAIL 6~3 CURVE TABLE ESP ASSOCIATES P.A. AS PREPARED BY COLE JENEST & STONE, DATED 4-18-01. ss-1 NORTH CAROLINA DRAWING NO
CURVE RADIUS LENGTH TANGENT CHORD BEARING engineering•suyOeying•ptanning 7,) TOPOGRAPHIC MAP OF CHESHIRE PLACE, FOR THE CROSLAND GROUP, INC. C1 1095.92' 53.98' 27.00' 53.98' N32*12'03' BEARING DELTA OWNER: PII8BNTO.DWG
AS PREPARED BY LUCAS-FORMAN, INC., DATED 12-22-98. C2 1323.24' 99.39' 49.72' 99.37' N31'27'37 CHESHIRE CROSSING N32'1 2'03"E 02,49'20" BAR SCALE 1"=50'
12245 Nations Ford .Road, Suite 401 C3 1195.38' 492.90' 250.00' 489.42' S30'38'39 N31'27'37"E 0418'13" PROFESSIONAL PARK LP S30'38'39"W 23'37'31
X Pi-nevitde,NC 28134 [phone] C4 1165.38' 480.49' 243.71 477.10 S30'38'35' S30'38'35"W 23'3724" 125 SCALEYBARK RD. X
0 25 50 100 CHARLOTTE, N.C 28209
OF SHT
X St\DWGS\CROSLAND\PI18\PII8BNTO,DWG I2-03-01 955,29 am EST