SW3230602_Plansheet - Site Details_20230623

m TOP OF FILL TOP OF FILL TOP OF FILL Q m TOP OF FILL TOP OF FILL TOP OF FILL 0
CD
O 0 Cl) GROUND LINE - H GROUND LINE H GROUND LINE H w J f0-1 U r-O O-I O GROUND LINE H GROUND LINE H GROUND LINE H w J O H U RIGHT O F WAY L-L-I co
Qco
�z�=n o0u) "Z�=n cooO =Z w Q U z "'
0 0 n —;z ^ x — — ———— — — — — — — z ^ EDGE OF TRAVEL LANE w U N
re=Nre n_nr �ur�xr�rrin r_ Nr>rua U�Ilr� rl+s ✓rlrr�rrl_ Nl am Srr;nr- ur.rar1=11 r� W LL O n Nr=4rvrl�11 urs xr<rurprr_ W Q Q LL CM = cc = N
as
= _ m m carau=rr+= - - - - -- =ur_RquGur^ w�rusar_nr= rum r_rnpur_ Z
N 0 + rx r ru r rx Q F-1 C/7 O +R rx rx rrr rx rx Q 1--1 — LU � 1
= O COMPACT AFTER COMPACT AFTER =H Z 2 O COMPACT AFTER COMPACT AFTER �=I-Z D m J 0
Z N U r T + _—_ _ _ �' PIPE IS PLACED + -—- - �r -— s' PIPE IS PLACED W Z H r TI r — �+ PIPE IS PLACED ! — �+ — �+ PIPE IS PLACED OJ /� vi
O O H x i & PRIOR TO n i■ l N r &PRIOR TO ~LjL LL 0 r-1 nr i & PRIOR TO in w xr, + & PRIOR TO ~LL 0 J
PLACEMENT OF ETYPE IV NGINEERING J� qr PLACEMENT OF O N n=-Z PLACEMENT OF TYPE IV �� PLACEMENT OF O f-1 Q 77 z
x FILL '++r FILL N FILL rrr ENGINEERING r FILL O= W
n D = _ - FABRIC - +rcri
D D _ _ - FABRIC - rx U Q F► <t
=w •u^n+ r I.p./6 MIN. rq H =rx r_xr�nr r I.D.18 MIN. rq I-� w 7
�I--I TT NOT LESS IL~ H iT NOT LESS = fZ I"1 �J Z �•
O I.D./6 MIN. J r�+n�rN=ur+•rrr_ rq=+x-rN THAN 8" rr rrr=n+=rN=ur=rrr= N=u=+u EARTH W D O I.D./6 MIN. J rr r�rn�rN=rr+yxr_ rN=rx-rn THAN 8" ;'. EARTH 0
Z NOT LESS THAN 6° I.D./6 MIN. - - - - _ + - - - - r - - 1 G Z NOT LESS THAN 6" - - _ r/r rrr=rrr_ur_rN_rr+c rx�r_ur- WG w M Q
O.D. + 9' NOT LESS THAN 6" 1�1" PER FOOT OF 'H' O.D. + 3' NOT LE33 THAN 6" 1T1" PER FOOT OF 'H' 5' L
BUT NOT LE 33 THA� 12" BUT NOT LE33 THA� 7
ROCK 0.1). + 3' NOR MORE THAN 24 O.D. + 3' ROCK O.D. + 3' NOR MORE THAN 24 O.D. + 3' 7' -'l ("""' N =
NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR. NORMAL EARTH FOUNDATION AS DIRECTED BY ENGR. R R Q9
ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION 'nI/
TOP OF FILL PIPE T IN FTRENCH TOP OF FILL TOP OF FILL PIPE To N TRENCH TOP OF FILL I
3 Z 3OF Z ROADWAY CENTERLINE w
m O m O EDGE OF TRAVEL LANE
m cc �"� rn cc �"� RIGHT OF WAY
2 z
H MIN. D.D. H MIN. 0•D. �`— MIN. 0.0. H MIN. 0.0. - O as O C) H H H 0
MIN. O.D. MIN. O.D. _ J v I--I J
� z J �_ z J 9'MIN.
O = �� 1• Z GROUND LINE !• GROUND LINE !• GROUND LINE GROUND LINE PAVED TURNOUT
Y TYPE IV Z I--1 O MIN. 0.0 MIN. O.D. MIN. O.O. MIN. 0.0. MIN. O.D. MIN. 0.0. ~ Q TO CBU \II III/
T� GROUND LINE W TYPE IV ( STRUCTURE PAVEMENT
GROUND LINE \ /
r —- J - —- - FABRI I —- - _ Q d = — J — — !•y FABRI ING — -— - Z, ¢ W 20' 25' 20' TO MATCH TRAVEL LANES) �\` H CAR
EER RING EER
C C
_ o�
N �. N
m _nr =nr�r n=rn=ur=nr- nr r=rr+,r u_+u=rn=xr= 0 Z ~ H D '`• r -nr Erna+ ❑;rn_rrr�xr_ nr �nrar nru=err�rn_ 0 Z a \\ �\ .... O�� i
x v J _ _ _ _
H Z =xr=urrx=,r _n5 nr5ure�aru ;a:;., CAMPACT AFTER ••},: �..� 0 �"� Z =nr=ur=r -rr5 m�rxeyaru ,•z.; N H
H _ .} ,. _ t a _ •} ':••;'.:•.}::•: COMPACT AFTER - y M M M CONCRETE PAD ` O FOSS �••
0 —PIPE IS PLACED 0 0 —PIPE IS PLACED T O a \ .'� ,1
W = & PRIOR TO = Lu = &PRIOR TO = ,✓ •• i
r- m D COMPACT AFTER —_I,D./S MIN. - PLACEMENT OF - - Q W J 0 m n �I.D./6 MIN. - PLACEMENT OF - a W 0 FOR CBU (PER USPS) Q- y
�7 PIPE IS PLACED 37
m 0 PLACEMENT NOT LESS THAN 6' r11�Ir1�Irr�IrlJrr�rq�rll_111 FILL I.D./6 MIN. rrr-rlr-rr -+rr_rrr� rx=rrr_«r�AS DIRECTED 0 0 m _V 17 NOT LE33 THAN 6" rlr�rrr_rrr�rrr;rrr= rx�rrr-+++ FILLI.D./6 MIN. rrr=lrr-rr =rrr;rrl= rx�rr-rrr AS DIRECTED 0 1--I CBU (ACCESS FROM PAD) -
O.D. + 2' I.D./6 MIN. Z �--� F-I �"� I.D./6 MIN. Z �..� �r SEAL _
FILL NOT LESS THAN B" MIN. O.D. MIN. 0.0. BY ENGINEER X COMPACT AFTER O.D. + 2' NOT LESS THAN B" MIN. O.D. MIN. O.D. BY ENGINEER -
r1 Z NOT LESS THAN 6" O.D.+ 2' Q d W Z v PIPE IS PLACED NOT LESS THAN 6" O.D.+ 2' Q IL = 0455
0 -
N 1�1" PER FOOT OF 'H' � J m y 3I & PRIOR TO 111" PER F007 OF 'H' H Q
m D BUT NOT LESS THAN 12" co D PLACEMENT OF BUT NOT LESS THAN 12" Fn LL
g NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION LL LL FILL NORMAL EARTH FOUNDATION ROCK FOUNDATION NOR MORE THAN 24" UNSUITABLE MATERIAL FOUNDATION
= O INE .• G
r O GENERAL NOTES: PIPE ABOVE GROUND Q r O GENERAL NOTES: PIPE ABOVE GROUND Cl) Q �, /
0 I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS C7 O -n DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS C7 O // \0$%1 512023
BEEN PROPERLY BACKFILLEO AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. z '� O I.D. = THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL. z =
_
0 O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. —- — -- SPRINGLINE OF PIPE W W O 0 O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIAMETER DIMENSION. —- — - - SPRINGLINE OF PIPE W W
Z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1 Z H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT ® SELECT BACKFILL MATERIAL CLASS III OR CLASS II,
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP ABOVE AND BELOW SPRINGLINE. ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP BELOW SPRINGLINE.
OF THE EMBANKMENT AT THAT POINT. OF THE EMBANKMENT AT THAT POINT. Lu LLI
® APPROVED SUITABLE LOCAL MATERIAL. ® APPROVED SUITABLE LOCAL MATERIAL ABOVE SPRINGLINE. Z Z
® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. r++;+ UNDISTURBED EARTH MATERIAL ® TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. pFrr+=rrr=r+ UNDISTURBED EARTH MATERIAL TURNOUT 2'
LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1 LU Ij
FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE FOR PIPE BEDDING. LEAVE SECTION DIRECTLY BENEATH PIPE SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING- ENCAPSULATE
SHEET 1 OF 3 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER. SHEET 1 OF 3 SHEET 2 OF 3 UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL WITH ENGINEERING FABRIC AS DIRECTED BY THE ENGINEER. SHEET 2 %3] Q CBU
300.01 ACCOMPLISH COMPACTION. 300.01 300■01 ACCOMPLISH COMPACTION. 300. Ed
O 0
Lu W
Lu Lu 02 02
m FLEXIBLE PIPE o 0
r-1 20'-0" MIN. DRIVE PIPE H CONCRETE PAD
~Q ~Q
�I--r• Z Round Corrugated Steel Pipe Round Corrugated Aluminum Pipe Q Q VAR. VARIABLE FROM 12'-0" TO 16'-0" VAR. VAR. Q<� FOR CBU
r H M O 2 2/3 x � corrugation ** 2 2/3 x It corrugation ** Z O=CU WIDTH WIDTH H cc c=�U NOTE:
O LL J F-1 - LL J O F-4
Im-1 Z =D Diameter Minimum cover Maximum Height of Cover (feet) Diameter Minimum cover Maximum Height of Cover (feet) O O U)=z O O =Z MAINTAIN RNJ OFFSET
o c� inches inches Ga i6 14 12 io 8 inches inches °C4 u) SEE FIGURE 1 PAGE 39, "NCDOT SUBDIVISION ROADS MINIMUM CONSTRUCTION
=mz m �� �� ( )2oa 2ss �� �� (Go)
155 21a 2i3�1 3a4 H V�LL I ¢wo= STANDARDS JANUARY 2010" FOR LOCAL AND COLLECTOR ROAD DIMENSIONS. AROUND CBU TURNOUT
CD
Z=cn o o'I 15 12 162 204 15 12 98 123 174 224 275 =H Z w VAR. SLOPE / VAR. SLOPE 1 <_ Z F-4
0 0�r-1 1 B 12 135 169 239 18 12 81 102 144 187 228 O H LL 0 J O� O W
n 21 12 115 145 204 21 12 69 87 123 160 195 cc , 1 LL J
y n 24 12 100 126 178 24 12 60 76 108 139 171 z o H PROPOSED PIPE 1 �p O(n �+
30 12 79 100 142 27 12 67 95 123 151 DRIVEWAY TYPICAL SECTION OUTSIDE DIAMETER 1 Z FIGURE I LU
36 12 65 83 117 152 30 12 60 85 111 136 IL F1 — Q)
OZ 42 12 55 70 100 130 160 36 12 50 71 92 113 IS
00 1 T uj0 CBU PLACEMENT FOR SHOULDER SECTION RESIDENTIAL LOCAL AND
w
48 12 48 61 87 113 139 42 12 60 7B 96 \ r
54 12 54 77 100 123 48 12 52 68 84 PROPOSED\\ BLEND INTERSECTING
60 12 69 90 111 54 12 46 50 74 DRIVE BLEND INTERSECTING SLOPES I COLLECTOR SUBDIVISION STREETS m
fib 12 81 100 60 12 50 62 \ SLOPES 1
72 12 74 91 66 12 51
78 12 81 72 12 41 SHOULDER 1 SHOULDER
3C 84 12 69 Z POINT I 1
m O POINT Q
= Z ** FOR DIFFERENT CORRUGATIONS AND ARCH PIPES REFER TO cc " 1 1 O �
O O ROADWAY DESIGN MANUAL OR MANUFACTURERS SPECIFICATION. O a 1 O 1-I Z
vILL J I O o
-n CD REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS Z J -1 z
r- In CSP AASHTO M36 r. � J X BLEND INTERSECTING I X Z LULI
r 0 CAAP - AASHTO M196 SLOPES H (n
I HOPE * (Minimum fill) 2' for pipe diameters >_ 12" and < 60" N m Q� - N
SO HDPE - AASHTO M294 O Z < q9 O 0
_ D * (Maximum fill) 20' for pipe diameters S 24" PVC ASTM F949 or AASHTO M304 �..� s `� - CC Z Z
n 17' for pipe diameters z 30" and 5 60" F- �Op PROP. PIPE O 0 W
F
= m PVC * (Minimum fill) 2' for pipe diameters >- 12" and _< 36" NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING Q W C07 , SEE NOTE 1a IL . 0 J
(Maximum fill) 30 for pipe diameters >_ 12 and _< 36 AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS Q
F-1 Z 1-1 W_ SEE NOTE 1. Q W 4-1
D Z 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE H d VARIABLE Z d• Lu
IN n * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE (q J L SLOPE Q 1••� w
Z TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS O _j VARIABLE V SLOPE 0 ELE d CL
0 J
W SLOPE
r RIGID PIPE UJI
_ p ISOMETRIC OF END PIPE TREATMENT Q Q
a -n RCP - * (Minimum fill) V for Class IV & CLASS V 0 O USE AT LOCATIONS AS DIRECTED BY THE ENGINEER 3
2' for Class III & C18SS II Z = PLAN 0 LU U LL1
1..� REFER TO THE FOLLOWING FOR PIPE SPECIFICATIONS W Q HZ-1
O W It DITCH PROPOSED DRIVEWAY 0
* (Maximum fill) 10' - Class II pipe RCP - AASHTO M170 GENERAL NOTES: r2 M
Z FINISH GRADE W
30' - Class III pipe - - r^
30' - Class IV pipe ALL DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. PROPER vJ'^ N
ENGINEERING JUDGEMENT MUST BE USED IN DETERMINING DRIVEWAY PROP. PIPE I ~ E r V J ' `
40' - Class V pipe lr x SOP v
LOCATIONS, WIDTHS, AND PIPE LENGTHS. qR, •cv S
For fills > 40' & < 80' use LRFD Direct Obsi n Method NOTES: FILL HEIGHTS SHOWN WERE CALCULATED USING SLOPE ¢LU VNP r n
( g ) FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES, 1 >= UNITEDSTATES `J z
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS DRIVEWAY SKEW, OFFSET DISTANCE OF PIPE FROM EDGE OF PAVEMENT, OPOSTdLSERVICE O
SHEET 3 DF 3 * FILL HEIGHT IS MEASURED FROM THE TOP OF THE PIPE 1' MINIMUM COVER FOR ALL SIDE DRAIN PIPE SHEET 3 OF 3 PIPE DEPTHS, AND DESIGN SPEED SHOULD BE CONSIDERED IN DETERMINING Developers&Builders Guide � O� - ^
1300.01
00x01 TO THE BOTTOM OF THE PAVEMENT STRUCTURE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS 1300.01 DRIVEWAY WIDTHS. O W
NOTE: SHEET 1 OF 1 W O
1. THESE AREAS ARE TO BE USED TO BLEND THE INTERSECTING SLOPES TO THE PROPOSED DITCH. SECTION X-X 1310. 10
APPENDIX B -Cluster Box Unit Installation Multiple Unit O Q z
_ LU J � ZO
0 NOTES TO AIE �_ -...:•I+. 1,.,
Natural Ground 11
vitalTM Cluster Box Unit - Type IV rm�-� Q I2� I
Riprap 30 1/2" 18" i V
Headwall
a i 12" I 7
� 4' ® ❑ ® ❑ 4„
14 1/2" 1
Class B Rip r ® ❑ a ❑ i _J W 5.5xh.5N0 NOR
Pipe Invert, 36'
PIP- Max I I FC PANSgf 90LT5.
.� 47 3/8" I I
o
Flow ® ❑ o e e " .-
Flow —►
62" 61 1/2" PEDESTAL i i E
IAMSC IN[FLUSH PIT .T[x:L
57 5/8" a ❑ ® ❑ I I �I SURFACES IN >
zti L J PAWED A� m m
LLL_ CIRIINE `AfPE SURFACE.25 NCH
® ❑ PER fctll•ON ALL SICES
�06 ❑ E NtRYL N BER PWFOR �.,E.
CHU PEOESTu- U Z
m
m a ❑ 38
('•ml METAL PECESTAL OnL:, U O
4NT[H E11]SRF�GRACE IN
SLOPE MN.P}x.IWA MN.— PANEB � r^
+ 4" 12" O 4.00 un, I SIDES FCR25�r WE R1oT v J
• - ..::. -;;ti• I • f R RODS ON 14.CO CENTERS W AWLM
16 1/8" •.,:• (RA1Y1 QR LRWSIEO ^'
14 10 S1CNE c r C V
4x TOO ,.h ��';:�.•r;:•:-`" ',SI SOUO NOCCU93J. M
_ '. • B.CG'AN. - ::n:A:._+y�-�.:`�� a irW1k-F'RC4i NFPnl
• • • 1 2" -' - SOIL 4R SELL UJI
C.71R!'Grm SGL \
1�CONCREIE SMALL NWE A CDNPP 5NE STRENGTH CP S.OSB PSI O 28 CIAYS.CONTAIN 4X
PEDESTAL BASE WIN.-6%nW_AR EN MNNpR*0 HE PUtFB.RH A 350-4.50 NiW IN } o
AMI)FID ICE tams ACI 301
m
UJI
3.EOWISIOx BOLTS S N_L BE MUN9ENT TO THE FOLL MNS PRC4O€RS-. z
BOLT PATTERN a Ham`x KLT(....u.Altlem,e)II-1/2'CIAMETER,5-1/2'
r}NLVA611 .WALOO E OX--453-05 `Z
�O PR 1 12-512.STNMMM'TEFL:-AT4O6 4'OW-454-T44 O O
FRONT VIEW SIDE VIEW ENSURE TMT THE NP-EMSUNEXF IN-Oh"f1E IS AT LL45T
b.Iry PAUSET REDNW TRUBOIT fN..iarreei�edhed..omJ
DOOR CHART WVkM20,1/2'CaNETEt.Y'NIERk LENICN+.CaTALCG
MUNI" SS•12Yr%
DOOR TYPE DIMENSION(HEIGHT x WIDTH) Ersag THAT WE xN.EN UWN IN_UI EIE IS AT LEA9r
/ z
NOTES: TENANT 5"x 12-13/16" C.RNM_MO
10"PARCEL 10-1/4"x 12-13/16" cALVAMgn.1/2'C14NDBr,5-1/2'a,13w.L LOWN;CATALM
OUTGOING SLOT 3/4"x 11-3/4" E 7W INE xNL EN1eI1"IN[ONLRM Is AT LEAST z O
Natural Ground 1. This unit is approved for USPS and private applications. TM z �
PRODUCT SERIES: Vital CLUSTER BOX UNIT ' A 3 HE°CE AAFANON "P "'OR 4�°`� DI p""' T E C C M
AS THE'ARE AAMHCE6 N GROUPS SUCH 1HAi THE OY£PALL pIUDrSON Cf THE CbY•aETE
Riprap Headwall, 1' min 2. Decorative mailbox accessories sold separately and are USPS Approved WE DOES WWE7r�O,a 9r > U)
1' 3' height from road shoulder products. ~ �r o
Ue1e��. �x Ch_ Sect. Pxr.. DOW1 LU
F/a,,, - 3. CBU pedestal should be installed with included Rubber Pad; AIF:FLORENCE MODEL 1570-13 REV A ;CLUSTER BOX UNff (CBU) INSTALLATION - G I - -0 el
\� �- mounting hardware not included, refer to installation manual for SCALE LAST REV DATE EP LE u w
2' NONE CAE? `le,' ac"�°: ,, '• ,- USPS SDL Wwd: 101112016 p c7
1 •�
recommendation. manufacFuring company 9/26/2012 julWeAberrldM;;fc='2-W VT-r-01 Lxsr N��.q: fozo,e
DRAWING NUMBER DRAWN BY
Pipe Invert 4. Florence "F"series CBU is Officially Licensed by USPS. 5935 Corporate Drive •Manhattan, KS 66503
License#CDSEQ-08-B-0012 www.florencemailboxes.com• (800) 2275-1747 1570-13CS AFD Sheet
1.5' A GIBRALTAR INDUSTRIES COMPANY / Page 13 of 15 USPS National Delivery Planning Guide for Builders 8,Developers Date published 1221/2017
Figure 6.55a Rock pipe inlet protection plan view and cross-section view C-6. 0