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Civil Engineering awg 53SuiteSeventy-Seven
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LEGEND
•c'ect Na. 2293C
- 750 T EXISTING SIGN 66 DeSi SANITARY SEWER LINE
E)P EXSTNG IMON PIN -4111111- PROPOSED SANTARY SEWER LINE Drcw^ 9y: P. Gorsuch
a EASTSNG UOR POLE
-w- EXasTING WATER LSE Designed By: P. Hobbs
R/W IeWT-OF-WAY -w- PROPOSED WATER-ENE Ge_kea 9y P. Hobbs
H'C\ HANDICAP.SPACE - EXISTING GAS LINE
p i EXISTING TREE TO REMAIN -C- PROPOSED GAS LINE Dcte: 5~3~~1)2
EXISTING FIRE HYDRANT EXISTING CURB AND GUTTER Revisions:
t PROPOSED FIRE HYDRANT PROPOSED CURB AID GUTTER PROPERTY LINE JULY 22, 2002
®x^" EXISTING WATER VALVE V" EXISTING CONTOUR LINE
S ~ N PROPOSED WATER VALVE PROPOSED CONTOUR LINE
s ®"'w EXISTING WATER METER +Xxxx EXISTING SPOT ELEVATION p~~
PROPOSED WATER METER \-XXX.X PROPOSED SPOT ELEVATION RIEL C48M FOR
0 r r EXCELSIOR LINED GRASS SWALE PFIC 413 OQ'I~~~..~Yy~N~O/TT ®p E705TING GAS VALVE r f- GRASS SWALE FOR CO " • CT MW
EXISTING GAS METER TEMPORARY DIVERSION SWALE
® ETISTING SANITARY SEWER MANHOLE Sheet Title: • TEMPORARY DRAINAGE INLET PROTECTION
2 PROPOSED SANITARY SEWER MANHOLE -yl TEMPORARY SILT FENCE Grading/
O EASTIG STORM SEWER MANHOLE i r TEMPORARY TREE PROTECTION BARRICADE Storm
_~2 PROPOSED STORM SEWER MANHOLE EXISTING STORM DRAINAGE LINE y
X111 IMMUNE== PROPOSED STORM DRAIN PIPE Drainage
cox EXISTING UTILITY POLE All PROPOSED ROOF DRAIN PIPE an
I;
-xx- EXISTING FENCE
0 EXISTING DRAINAGE STRUCTURE -~1E- EXISTING UNDERGROUND ElECIRIC UNE GRAPHIC SCALE
~ PROPOSED DRAINAGE STRUCTURE
--0P-- EXISTING OVERHEAD POWER LINE 0 m' 40' eo' 100' Sheet No. L-3.4
.05 UNITS T- EXISTING UNDERGROUND TELEPHONE UK EXISTNG OF DOMNSPOUT CONSTRUCTION ( IN FEET o ° EXISTING CLEANOUT 1 inch = 40 ft.
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VIGNITY MAP I DiTENTION \ J Park Planning
Gal Engineering
/ 5311 Seventy-Seven Center Drive Suite 82 • Charlotte, NC 28217
Ph. 704.521.9880 • Fox 704.521.8955
J f To REV, J E-Moil infoasitesolutionspa.com I
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DETWON j I DE1L-N ON "R
9 AU 9 TUBE AI i~ N
Lx'S,SI~G PONC r N r
l~~ ~I It(~;;' PROPOSED WAT P~ "FMC NAT~R "FACE EL,MTI0N5 758.0 i ' N u~I I 2
PONO S .SF
i111111I1'1li 11 i--1 I arolect No 2293C
LECE D ELL) 4G G. 111\~\\: ~
~ v \ CCR 1 1 Drown By: P. Gorsuch
f EXISTING SIGN EXISTING; SANITARY SEYEk LINE. vv ~ 111111 / ~I I ~1'
/ EP EXSTNG LION PIN IF IOIIbEFJD SMIITARY Sm NNE 0~6p~D~INyG~ AND NOTES AaiVWR~I AV V DRAINAGE \ ~ . \5 1! / Designed By P. Hobbs
i.. 6 EXISTING LIGHT POLE -w- E MS11N6 WATER LINE L EARTHWORK OIIAIOIIES HAVE NOT BUN ESTIMATED AND SITE AS k~l 4 I I 00 a 68 I rn I Checked By P. Hobbs }'f ? II 11 778
R/w RIGHT-OF-WAY -W- PROPOSED WATER LINE I NMIN IS NOT ASSUMED TO REPRESENT A BALANCED CUT/FlLL CONDITION. \ \ \ ~ti ~\~~t.~.~ \ • . ` v 111 11 ~ll I I I III I m ; I Date 5/30/02
COHPIIII f0R SMALL PERFORM HIS OWN ESTIMATES AND SMALL PROVIDE _ - - . - ALL EARTHI NECESSARY TO ACHIEVE THE DESIGN GRADE INCLUDING - - _ \ f h
HC HANDICAP SPACE EXISTING GAS LINE ANY 01 BORROW OR SPOILS REGLARED. ir/r ( c1104
EXISTING TREE TO REMAIN -O PROPOSED GAS LINE 2. CONTRACTOR SWILL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,
~.1 INCLUDING PAYING. LAWN AND LANDSCAPE AREAS. Revisions:
EXISTING FIRE HYDRANT EXISTING CURB AND GUTTER 3, THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY DISCREP- PROPOSED CURB AND CUTTER ANCRS FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION JUNE 14r 2002
PROPOSED FIRE HYDRANT DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING. \ JULY 22, 2002
PROPERTY LINE \ \ -FE_$1_Ol f ( 1 I ~a I
EXISTING WATER VALVE 4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES - EXISTING CONTOUR UNE PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS
N PROPOSED WATER VALVE FULLY RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR \ PROPOSED CONTOUR LINE ANY DAMAGE AS A RESULT OF THIS CONTRACT. 60 o _ I-
~y
®wu EXISTING WATER METER +xxx.x EXISTING SPOT ELEVATION 5. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION \ \ \ \ n BOCK 70 EXISTING GRADE IN \ \ \ IN 0 ur) 3 RR.Ei4SM FOR
EWA PROPOSED WATER METER X%%.% PROPOSED SPOT ELEVATION IN \ \ Sr PPoCIVG OA_Y NOT n an l \ \ \ \ \ pE
8. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN IN DRIVES, N~ EXCELSIOR LINED GRASS SWALE PARKING LOTS, AND SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING \ \ n \ \ aD _ - '8 ? FOR CONSTRUCTION
Nj ®G0 EXISTING GAS VALVE ASPHALT. REFER TO PAVEMENT CROSS SECTION DATA TO ESTABLISH \
o GRASS SWALE CORRECT SUBBASE OR AGGREGATE BASE COURSE ELEVATIONS TO BE \ cm~ EXISTING GAS METER COMPLETED UNDER THIS CONTRACT. \ \ \ B ` I' I i Sheet Title:
TEMPORARY DIVERSION SWALE \ ]
® EXISTING SANITARY SEWER MANHOLE 7. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL ® TEMPORARY DRAINAGE INLET PROTECTION PLAN IS SUBJECT TO A FINE. \ 1\ \ . - 6~ Grading/
PROPOSED SANITARY SEWER MANHOLE_ TEMPORARY SILT FENCE S. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING
2 IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND Storm
® EXISTING STORM SEWER MANHOLE _.W----t- TEMPORARY TREE PROTECTION BARRICADE ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. ALL GRADED SLOPES MUST BE SEEDED AND
MULCHED WITHIN 15 DAYS OF PROPOSED STORM SEWER MANHOLE EXISTING STORM DRAINAGE LINE AND MULCHED ED WIT WITHIN IN 0 GRADING. ALL REMAINING AREAS ARE TO BE SEEDED D AND JO DAYS. _ - - - _ I Drainage
4
PROPOSED STORM DRAIN PIPE i 1 IQI 1
EXISTING UTILITY POLE No PROPOSED ROOF DRAIN PIPE 9. CROSS SLOPE OF SIDEWALKS SHALL BE 1/4'/FT. (MAX).
EXISTING FENCE 10. TOTAL DENUDED AREA - 32.47 ACRES
-ilE- EXISTING UNDERGROUND ELECTRIC LINE EXISTING DRAINAGE STRUCTURE 11. PIPE LENGTHS SHOWN ON CULVERTS INCLUDE FLARED END SECTIONS. GRAPHIC SCALE Sheet No:
9 ¦ PROPOSED DRAINAGE STRUCTURE 12. SOIL TYPE IS: PREDOMINATELY CECIL tL^f ,P- EXISTING OVERHEAD POKER LINE ti _ s ~'d so' 0 20' 40' 60' 160• L-3.5
LIMITS OF CONSTRUCTION ~2 0
-T- EXISTING UNDERGROUND TELEPHONE LINE EXISTING DONNSPOUT
m EXISTING CLEANOUT . ( IN FEET)
i inch = 40 ft.

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_ V ! y l V v C Landscape Arthitecturo
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/ I J r t 7( n t~ L i Civil Engineering
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\ \ _ - L ( (l - 311 Seventy-Seven Center Drive Suite 82 - Charlotte, NC 28217
Y Ph. 704.521.9880 • Fa: 704.521.8955
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4.-- Project No 22930
Drown By. P. Gorsuch
I / Designed By P. Hobbs
\ I / r 1 T P~ Checked By P. Hobbs
/ / I \ Cate: 5/30/02
i Revisions:
duly 22,2002
RELEASED FOR
1 V ` c i _ PRICN13 ONLY NOT
FOR CONSTRUCTM
LLJ L-) \ \ / l \ / • ~a Sheet Title:
Post-
Developed
Drainage
^ Area Plan
SC:S
GRAPHIC SCALE
IOU 0 Sa' tar 2W 400'
Sheet No: ( IN FEET) L-3.8
8
1 Inch = 100 k.

SITE
NOT TO SCALE
54" CIA. CONCRETE FILTER FABRIC LINING PIPE I (MIRAFI 140N)
4"
MIN. MIN. N57 WASHED STONE COMPACTED STRUCTURAL EARTH DAM.
3/4' CHAMFER COLLAR DRAIN 4 POND OUTLET SOIL MATERIALS USED SHALL BE AS APPROVED BY ON-SITE GEOTECHNICAL STRUCTURE
SPRING LINE 3 _CO RETE WINGWALL 10' MIN. TOP OF DAM ENGINEER. /
54' TO TOE DRAIN ° ~Aa.cP 18' MINA TO TOE DRAIN 3" COVER PERMANENT POOL ,
ELEV.=720.00
#4 BARS 24" C/C TOE DRAIN V I. r ENTIRE CRADLE LENGTH DISCHARGE PIPE 4" 0 SOLID ADS ,dk 71.60P OF DAM
N-12 TOE GRAIN DISCHARGE PIPE 24 SOLUTIONS .Moo 1 54" CONC. HEACNA_L
_ INV.= 713.00
3' MIN. 4" DIA. ADS N-12 SOLID 4"6 ADS N-12 PIPE OR EQUIVALENT POND DRAIN DISCHARGE ONTO 1....Impe ~ ro RIP-RAP APRON W
24 BARS 6 PERFORATED PIPE OR DISCHARGED BY GRAVITY FLOW 24' C/C EQUIVALENT, PIPE THOUGH ENDWALL, PIPE PIPE SHALL BE CUT SEE PLAN Pork Planning
7-0" SHALL HAVE 2 ROWS FLUSH WITH THE ENDWALL . PROVIDE CM ENWmrN
OF 1/4-INCH DIA. HOLES WIRE MESH VARMINT GUARD AT
SPACED 4" APART ALONG OUTLET END. THE CIRCUMFERENCE OF 5311 Seventy-Seven Center Drive Suite 82- Charlotte, INC 28217
THE Ph. 704.521.9880 • Fax [phone]
CRADLE CONSTRUCTION NOES: PIPE. LONGITUDINAL SPACING OF HOLES SHALL .u ~gyA 85 L.F. 54 0-RING RCP IN E-Mail infoositesolutionspa.com CONCRETE SADDLE. REMOVE COMPLETELY EXST'NG EARTH DAM AND
1) PLACE MINIMUM 2' OF COMPACTED BE 5' MAX. PLM 0641 FILL ALONG PIPE ROUTE. . = 7 1 3.85 EXCAVATE SUBGRADE TO SUITABLE FOUNDATION. ADEQUATE INV OUT
AND APPROPRIATE BEARING MATERIAL TO BE DETERMINED BY ON SITE GEOTFCHNICA_ ENGINEER. Seals:
EXCAVATE TO PROPOSED GRADES.
l PIPE SPRING _LINE j PLACE 'i - 2) REINFORCING STEEL AS GEOTEXTILE _ _ -
III l i III-~ III III HOWN. (MRAFI 140N) E: =1 ! TI=1 III = I= J) INSTALL PIPE. PROVIDE SUPPORT YP~a^" 0 0
III-III I_! BENEATH PIPE AS NECESSARY TO 057 nEDOT 24' MANHOLE RING AND COVER CAST INTO COVER
ENSURE PIPE JOINT ALIGNMENT TO o
III lit 4) MANUFACTURER'S SPECIFICATIONS. WASHED STONE DETACHABLE WHEEL ON EXTENDED VALVE STEM _ 8" THICK, 4000 PSI PRE-CAST CONC.
PLACE CONCRETE FOR CRADLE TO 4~'!i U 0 ! 1 IIEOBIRED DIMENSIONS. ALL 4 TOP WITH ,#6 BAR 08" C/C, EACH WAY -x'2460 EACH FACE. 2" CLEAR * N 531
OMWE SHALL BE CAST 54 0 0 _T'i f_-- _ - - - - _ - DIRECTLY AGAINST SOL BACKFILL.
11I r' CONSTRUCTION JOINTS SHALL BE MIN. 4" DIA ADS N-12
.III-III-I I 1- I I-I ; I-1 i-' 1-' ~r H TI-I11-ITT-ITT III 1 rIT'-I -I' 1 - - LEFT ROUGH TO ENSURE BONDING PERFORATED PIPE 5) NTH SUBSEQUENT CONCRETE EQUIVALENT, PIPE SHALL EXTENDED VALVE STEM, ATTACH 9 722 70 TO WALL WITH SLEEVE BEARING
COMPACTED SELECT FILL 95% OF POURS. HAVE 2 ROWS OF STANDARD PROCTOR 1/4-INCH DIA. HOLES MANHOLE STEPS 0 14" O/C E. 721.30
SPACED 4" APART ALONG 6" GATE VALVE, NON-RISING t e~ THICK REINFORCED CONCRETE.
THE CIRCUMFERENCE OF 1 THE PIPE. LONGITUDINAL 10.5' MIN. SOLID 4"0 ADS N-12 PIPE OR EQUIVALENT STEM, STRAP TO CONCRETE OR 4000 PSI, RUBBED FINISH MASONRY BLOCK W/ 2 STAINLESS /4 BAR 012 0/C EACH WAY,
SPACING OF HOLES SHALL DISCHARGED BY GRAVITY FLOW STEEL 16 GAGE STRAPS. 720.00
QEMM Al L-i 9 BE 5" MAX. 3-3 THOUGH CONCRETE HEADWALL SECTM A7GVEM1IIO p~
6" THICK, 3000 PSI CONC. HEADWALL WITH ~f4 BAR 08" O/C EACH WAY -
Concrete Pipe Cradle Details FILTER FABRIC LINING (MIN. 12' OVERLAP) (MIRAFl 140N)
':7y .NOT TO SCALE #'57 WASHED STONE CONCRETE WASH 1 85 -54' ;-P:NG PCP 0' C7 TO OUTLET t-
CONCRETE ENDWALL (DESIGN BY OTHERS) 6" =713.85
2' MIN. - (WING WALLS NOT SHOWN) n n
a ~_y _~~J_~J._I 4J
-HICK, 3000 PSI ,nNr FCOTIN;
FLOW DIRECTION 54' CONC ETE PIPE 17,, IP 6 AI-I- r2) MATS OF BAR ®'Z" _,C EACH WAV D
O ®
/ ~
C~ 2'~ MAX
SOLID 4"0 ADS N-12 PIPE DISCHARGED BY GRAVITY ROW
Collor Drain BEYOND PROPOSED SLOPE
GENERAL NOTES. Construction Notes 10 _8" ~
i. ALL CONCRETE SHALL BE CLASS 'A" T5 0 6" TOP & BOTTOM 2. ALL EXPOSED CORNERS SHALL BE CHAMFERED 1" 1. EXCAVATE 18" WIDE TRENCH BEHIND ENDWALL THAT EXTENDS AT LEAST 2 BELOW THE PROPOSED PIPE INVERT- z• e CCJ C O 3
. PLACE NEEDLE-PUNCHED NON-WOVEN GEOTEXDLE EQUIVALENT 10 MIR IRAFI '40N N THE TRENCH WITH SUFFCIENT . 1'-10' 4'-3" 3. ALL DIMINSIONS RELATIVE TO PLACEMENT OF REINFORCING STEEL 2 PLACE ARE TO CENTERS OF BARS- LENGTH TO COVER ENTIRE BOTTOM. SIDES AND TOP OF THE DRAM WITH A MINIMUM 4) Cd
11" - 6 SPA. 0 9" 4.A STONE DRAIN CONSISTING OF ONE (1) CUBIC FOOT OF NO. 76M 12 INCHES OF OVERLAP. 9.30 2 0)
2' BARS IN STONE CONTAINED IN A POROUS FABRIC SHALL BE PLACED AT EACH 3. PLACE #57 WASHED STONE ON THE FABRIC TO LEVEL OF PERFORATED PIPE. TOP OF FOOTING WEEPHOLE. SUBDRAIN FINE AGGREGATE SMALL BE PLACED BENEATH, 4. INSTALL PERFORATED PIPE AND SOLID WALL PIPE AS SHOWN IN DETAIL.
Z1 AROUND AND OVER THE STONE DRAIN SO THE STOVE DRAIN IS COMPLETELY 5. CONTINUE PLACEMENT OF #57 STONE OVER PIPE TO A MINIMUM 2' ABOVE THE IDES ?2 =,3 !N225':pt 'PPER WE'R, 0100- Cd ALL L FOUR (a) SIDES OF STRUCTJRE
10" 1'-6" COVERED BY A LAYER OF SUDNRAIN FINE AGGGRECATE AT LEAST ONE (r) 54" CONCRETE PIPE. OVERLAP FILTER FABRIC OVER THE TOP OF THE WASHED STONE Z2 FOOT THICK. WHERE THERE IS MORE THAN ONE WEEP HOLE IN A WING WALL A HORIZONTAL DRAIN OF SUBDRAIN FINE AGGREGATE AT LEAST 6. EACH LIFT SOIL OVER COLLAR DRAIN AND HEADWALL M 4 TO 6 INCH THICK LOOSE LIFTS AND COMPACT
ONE (I) FOOT SQUARE IN CROSS SECTION SHALL BE PLACED TO EACH H LIFT TO 95% Of STANDARD PROCTOR MAXIMUM DRY DENSITY WITH MANUAL COMPACTION 4 CONNECT ALL STONE DRAINS. A VERTICAL DRAIN OF SUBDRAN FINE EQUIPNENT. CARE SHOULD BE TAKEN 70 A'f0l0 DAMAGING OUTLET PIPES CURING STEPPED t~LR' (TWO SIDES zL co ONLY) 720,00_..,.
4-,• 8 AGGREGATE AT LEAST ONE (t) FOOT SQUARE M CROSS SECTION SHAD BACKFILUNG. -~-r- _ STATIC WATER. SURFACE 0
7, 5 BE PLACED AT EACH WEEP HOLE TO AN ELEVATION OF TWO (2) FEET ~1 I_I 0.5'H x 367'W ORIFICE (THIS SIDE CN_Y?
T4 Z3 BELOW THE SURFACE OF THE EMBANKMENT. _ SECTMO 5 SPA 0 9. 2-N2, JLNF T't PENFORCED CONCRETE STRUCTURE
2-N3, 2-N4 6" DIP AND HEADWAL- A¦
POND DRAIN C\
p 2 Cellar Drain Detail _ SEE sro. owc. M45 FOR GENERAL Nores
BILL OF MATERIAL FOR ENDWALL NOT TO SCALE m
REINF. STEEL 1 PIPE
BAR SIZE LENGTH Nr,. WEIGHT!
81 #4 1 4 15 L _ _ J PROPOSED - A
h 12 2 C 2 ~0 2 82 4-6' 4 12
8 2-14I 0 8' FILL FACE 2 2" FILL FACE 2' Gt t7 8'-2' 2 33 L----------J CONC N WALL .5
FILL FACE HI +4 5'-6" 10 37 I-VI STIR FACE 'V 1 "0 V-6' H2 4 3'-6' 4 9 N"09"
Ni L#4 7'-11" 4 21 _ ` 2._7. 2-62 • 3' PIPE NOT L .H, N2 4 6'-7" 4 18 PROPOSED CO :R 2
DRAIN 7. v
2'-11 r h' all 6'0 DRAINS 0 1 8 2OW' Z" T4 NS #4 51-6• 4 15 -III-III- -III-III-I 18 MIN. COMPACTED SOIL. EXISTING GRADE OVERLAP UPSTREAM COMPACTED M 4-6 INCH
ROW LINE N4 #4 A'-9" 4 13 12 I- T7 4 11'-1p" 6 47 EDGE OF FILTER FABRIC THICK LIFTS TO 95% STANDARD N V
E1'-6' T4 6' MIN. 12" OVER 6• 3' T4 14 5'-3' 6 21 3 DOWNSTREAM EDGE PROCTOR WITHIN 2`o OF OPTIMUM PROPOSED ! 4 0 N \ Project No: 22930 7.5
ti' 6 -T T5 0 6' -6, d L' TS 4 2'-4' 34 57 6 Now CONST. JT- 2-B1 MOISTURE CONTENT. ' B 3' C. - prawn By P. Gorsuch
W l4 8'-9' 2 B IMF In -
~~~~~yy i ~if.HIMO 4 3'-11" 2 5 N.C. DOT #57 ! ! i ' . Z " ,??r Designed By P. Hobbs
_747 X-1. 2 4 WASHED STONE Checked By P. Hobbs
ZI 04 6 16~ PRdPOS D ONCR
Z2 1 4. ..6' 4 B Z3 4 -T' 4 6 ! r--. 4 OZ. NONWOVEN PIT CfAll~_E 5 Date: 5/30/02
i - 5.5' GEOTEXTILE
i
E.. N1 N2 N3 N4 Z1 J'-5" REINF. 1B5. 354 , L Revisions:
Z2 3'-0' 5.0 i ) 1, ® JUNE 28, 2002
G ° m m 23 2'-7" JULY 22. 2002
n e `Y M 6' HK. r"1 MIN 4" CIA, ADS N-12
- I ~ - PERFORATED HOPE H24'_11" Li I I 1 I S SPA 09" L
r
BAN ~~p~ 1 SPA 0 Y-9' STR. FACE 2-M2, 2--N3. 2-N4 = OW SAM or BAM FACE 2-H1, 1-H2 3 SPA. 0 1'-2' H RELEASED FOR
o "H", "N', B "Z" BAR DIMENSIONS FACE J-Ht, t-H2 V2 F2 SPA, 0 1' ILL FACE
ARE OUT TO OUT. N 1-Y2, !-V3, 1-V4 ~ UPPER ENDS OF PIPE CAPPED PRICM ONLY NOT
g N4 ' % - FOR CONSTRUCTION
6 Va OUTLET ENDS FITTED WITH WIRE H1 4' MESH VARMINT GUARDS i - P R P
_NAY - ' ~ - - - Sheet Title:
i
t 2'24. ,Z.. t_u WW 8•GOAIIMO _ psi Dam
1 - ° 3 Construction
SECTION 1-I FROND . Y , Detads
Helntorced concrete tnawai
s for Single 54' Pipe W Skew a Toe Dray Detail
5 Outlet Structure #3 Pipe System Sheet No: L-7.5
NCDOT STD. 838.21 -y, NOT TO SCALE -7, Scale: 1 20'
8

15 TEMPORARY EASEMENT FOR
HIGHWAY PURPOSES FOR RIGHT SITE
TO CONSTRUCT AND MAINTAIN
NC H~ 51 BYPASS THE CUT/FILL SLOPES UNTIL
SUCH TIME ADJOINING PROPERTY OWNER ALTERS SLOPES IN SOME
r MANNER THAT WILL ELIMINATE
THE NEED TO MAINTAIN SLOPES.
DB.7143 PG.560
ti~ sT
tiyLy P~' 10' UNIFORM EASEMENT PER PIMA
STATE HWY. PROJECT PLANS
SOLUTIONS
- - - - - Landscape Architecture
VICINITY MAP taA, TOWNSHIP PKWY ` N.C. klWY - Park Planning Civil Engineering
' 6Y _
loc v cx - - - - _ 531 1 Seventy-Seven enter Drive
6 C C - Sate 82 • Chorlotte, NC 28217 \ - - or 704 521 9880 • Fax [phone]
E-Mal rfo®sltesolutronspacom
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LENGTH= 40 \ 7 7 ad z
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73 73 ,ul
DETENTION D15IN 5
OUTLET STRUCTURE #3 7.
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~ \ l G r PROP... WATER 15ug E. MQAI 720O
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Call \ ( Drown By: P. Gorsuch
Designed BYL P. Hobbs
1 y, y. \ \ 7 Checked By P. Hobbs
Dote 5/30/02
Revisions:
~-c \ 1. '1 m JUNE 14, 2002
JULY 22, 2002
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Sheet Title:
Grading t
43 Storm
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Drainage
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m CATCH B/51N CATCH BASIN BEARING 3 WLF-;Oe x 51' CMP ARCH PIPE1 GRAPHIC SCALE Sheet No
COLLAR (TYP. COLLAR (TYP. OVER CULVERT) INV. IN= 722.8 0 20' rd 00• +!o
OUT= 721.8 L-3.3
( IN FEET )
1 Inch = 40 ft.