SW5240801_Plansheet - Misc. Detail_20241104 (3)

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m c m m y 1 v >= C Z o C7 Z I 4 III -III=��- �- I � �� 4 � � SOIL
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Z TYPICAL CONCRETE APRON SECTION I M> m om ��� I N 9�N ''
FILL SLOPE SHOULDER SHOULDER
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O m m .N, m m Z : z I .r. Z N? III c
Z I o o m z m c rn m 0 1. ALL SLOPES SHALL BE GRADED TO 4:1 HORIZONTAL TO VERTICAL SLOPES OR FLATTER UNLESS
v RIP-RAP (CLASS A) MA c li c lil
MIN. THICKNESS - 9" THICK W= 9 a 'w'• : II. II II=1I-1= ;ITI m
o z Z W y III 1- , D OTHERWISE NOTED ON THE GRADING PLAN.
'!' 'DUKE
m y N a m W z III W III I 2. ALL SLOPES AND DITCHES SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THE I ENERGY®
PIPE OUTLET o p o lil I o m
Q Q Q Q z z m lil I I m I GRADING/EROSION CONTROL PLANS. DUKE
PROGRESS
M.o m ry m III m o ll 3. DRIVEWAY TO BE COMPACTED TO 95/D STANDARD PROCTOR. ENERGY® I SITE DETAILS
(y 9 o o v 70 - om 31 0 I PROGRESS TRANSMISSION ENGINEERING
L z > o D Ill I x N D + Iil I s I 4. STONE TO BE INSTALLED IN 2 LIFTS MINIMUM. I TYPICAL SUBSTATION PAD do ACCESS DRIVE SECTIONS
QO QO QO QO I ." y D G 3 _ � r _ TRANSMISSION ENGINEERING - - SCALE NTS SCALE RATIO 1:1
O z r r III r r w III I SITE DETAILS ocnnoN STANDARD DRAWING
m m s �7 z z �7 I TYPICAL SUBSTATION ACCESS DRIVE 0 11 O6 2019 INITIAL RELEASE TMB DRAWN TMB CHK. APP.
y O III o III SCALE NTS SCALE WIO 1:1
n x c o - o c - I LocAnaN STANDARD DRAWING DATE 11-06-19 DWG.No.CT-77002, SH 1 OF 1
N I _ I I I N0. DATE REVISION 6Y CK. APP.
�n Zv o III o zv 111 I 0 �1113-2019 INITIAL RELEASE TMB DRAWN TMB DHK. 00APP. TYPICAL SUBSTATION PAD & ACCESS DRIVE SECTION
III;III` ,., I N I 1=III' 'III' ='tll;lll NO. DALE REVISION BY CK. APP. DATE 11-13-19 DWG.No.CT-77000 SH 1 OF 1 2
III '
Q Q I z III z 'I I 12 SCALE: N.T.S.
rym�ry0 III
Finamm it
O O 0 O I =m " =o�D I 4 TYPICAL SUBSTATION ACCESS DRIVE
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PLAN VIEW W m ROADWAY STANDARD DRAWING FOR 1-24 STATE OF FINISH GRADE STATION SEE PLANS)
Ln CLASS A RIP RAP m ( ) 28
o METHOD OF PIPE INSTALLATION NORTH CAROLINA I I 6' 14'
(MIN 9"THICK) C N DEPT. OF TRANSPORTATION 3"#57,CLEAN WASHED SUBGRADE 1
° 9" O C) RIGID PIPE DIVISION OF HIGHWAYS GRANITE STONE
0
RALEIGH, N.C. I (YARD BLANKET) FINISH
3"ABC GRANITE STONE �'�.� GRADE
Q a I 6 METHOD OF PIPE INSTALLATION (RIGID PIPE) I I OTHERS 3'Y ABC D(COMPACTED SUBGRADE)cn `
to LAYER OF NCDOT 12 SCALE: N.T.S. SITE
N TYPE 2 NON WOVEN I CONTRACTOR N
o SECTION VIEW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
GEOTEXTILE
N
COMPACTED ABC DRIVEWAY
00
CONSTRUCTION SPECIFICATIONS: I I I SUBGRADE ELEVATIONS INSIDE SUBSTATION
�I 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIP-RAP FOLLOWS THE REQUIRED LINES AND I FENCE ARE TOP OF THE 3"ABC
0 GRADES SHOWN IN THE PLAN. COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY
STONE,PLACED BY THE SITE
o CONTRACTOR
OF THE SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED I o o w
SOIL MAY ALSO BE FILLED BY INCREASING THE RIP-RAP THICKNESS.
2. THE RIP-RAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON
cn THE PLANS. I SECTION A-A
3. FILTER CLOTH, WHEN USED, MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED I I SUBSTATION GATE ENTRANCE
FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE I K I I NOT TO SCALE
w RIP-RAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA. ALL PLAN
o, CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS ABOVE DOWNSTREAM LAYER A
Z3 MINIMUM OF 1 FOOT. IF THE DAMAGE IS EXTENSIVE, REPLACE THE ENTIRE FILTER CLOTH. GATE
i 4. RIP-RAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER CLOTH. � B suBSTATION FENCE FA
0 5. THE MINIMUM THICKNESS OF THE RIP-RAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. I I 6'-0"
6. RIP-RAP MAY BE FIELD STONE OR ROUGH QUARRY STONE. IT SHOULD BE HARD, ANGULAR, HIGHLY 3"#57 CLEAN WASHED GRANITE STONE
E WEATHER-RESISTANT AND WELL GRADED. 2% 4:1 OR MATCH 6' 24' 6'
N 7. CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END. MAKE THE TOP OF THE I 3"ABC - GRADING SLOPE
OD H J ID � GRANITE q
RIP-RAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. STONE -1SAL
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY I ¢ I 1 SEE GRADING PLAN
T COMPACTED -
o STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS, PLACE IT IN I M �� L T I SUBGRADE - - - - - - - -'- - -- •-.-........
THE UPPER SECTION OF THE APRON. T
N
9. IMMEDIATELY AFTER CONSTRUCTION, STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
o I SECTION
N
INSTALLATION AND MAINTENANCE NOTES: I TYPICAL SUBSTATION PAD AND 6' SHOULDER SECTION r _
O I NOT TO SCALE
1. INSPECT RIP-RAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1 INCH OR GREATER) A
Q OR IIF STONES HAV BEEN FALL EVENTS TO SEE IF ANY DISLODG DSI MMEDIIATE AROUND
LYOMAKE BELOW
ALL NEEDED REPAIRS TO PREVENT
Z / SUBSTATION PAD SUBSTATION SHOULDER
FURTHER DAMAGE. FENCE PLAN VIEW
cn �O I 20'-0" NOT TO SCALE
J NAME L W MIN. THICKNESS RIPRAP CLASS I 3"#57 CLEAN WASHED I ('DUKE
Q
GRANITE STONE ENERGY
0 02A 5 FT. MIN 3.8 FT. MIN. 9 INCHES A I I 2% FINISH GRADE I PROGRESS
3"ABC
zo 02B 5 FT. MIN 3.8 FT. MIN. 9 INCHES A I �TI E �IT I I GRANITE I SITE DETAILS
I= I� STONE SEE STANDARD SUBSTATION GATE ENGINEERINGSMISSION NTRANCE DETAIL
0 03/DW 5 FT. MIN 3.8 FT. MIN. 9 INCHES A ENS VIEW 2D/o GRADING LOCATION STANDARD DRAWING
COMPACTED SCALE NTS SCALE RAnO 1:1
04 5 FT. MIN 3.8 FT. MIN. 9 INCHES A I SUBGRADE ?/\/7j/j j\�j\\//\�\�\/j////\\\ j\\//\�\�\� \.\\f�j\\\ mil\ \ P1AN I N „_DATE INITIAL RELEASE REVISION BY CK. APP. DATEN1T1-06-19 DWG.NO.CT-7700i, SH 1 OF 1
0 05 5 FT. MIN 3.8 FT. MIN. 9 INCHES A STANDARD SUBSTATION GATE ENTRANCE
RIPRAP OUTLET PROTECTION 1
° 8 I TABLE OF DIMENSIONS I 12 SCALE: N.T.S.
J 12 SCALE: N.T.S. ID T OD A B C E H 3 K M L WT.
- - - - - - - - - - - - - - - - - - - 15" I 2-1/4" 119-1/2" I 7" 127-1/4" 147-1/2" I 30" I 17" 116-1/2" I 2" 2" 74-3/4" 1038 I TYPICAL SUBSTATION PAD AND 20' SHOULDER SECTION
LO 18" 2-1/2" 23" 9" 27" 47-3/4" 36" 20-1/4" 19-1/2" 2" 2" 74-3/4" 1426 NOT TO SCALE ��DUKE "
�' ENERGY® DUKE
a� I 24" 3" 30" 9" 43" 37" 47-3/4" 26-3/4" 26-1/4" 2-13/16" 2-3/4" 80" 2137 PROGRESS
a
= 30" 3-1/2" 37" 12" 54-1/2" 22-1/2" 60" 33-1/2" 32-1/2" 3" 2-15/16" 77" 2990 I MIS DETAILS
NG ENERGY.,
TRANSMISSION ENGINEERING
36" 4" 44" 16" 60" 37-112" 71" 39 314" 39" 3 3l4" 3 314" 97-112" 3960 YARD BLANKET AT TYPICAL SHOWER SECTIONS
LOCATION STANDARD DRAWING WSP USA
42" 4 112" 51" 22 114" 61 3l8" 37" 77-114" 46 1l8" 45 118" 4-1/4" 4-1/4" 98-3/8" 5160 I o 08-os-oi9 NTIALDED RELEASD BLANKET DESCRIPTION/AREA TMB SCALE NTSDRAWN B CHK LE RATIO 1:APP ENVIRONMENT& INFRASTRUCTURE INC. PROGRESS
a „ „ „ „ „ „ N0. DATE REVISION BY CK. APP. DATE 11-06-19 DWG.NO.CT-77005 SH 1 OF 1 5710 OLEANDER DRIVE,SUITE 110
48" 5 58 25 1l4 70-114" 29" 83 1l2 52 1l2" 51 314" 4-1/4 4-1/4" 99-1/4 6480 WILMINGTON,NC 28403
NOT USED TEL:[phone] FAX:[phone] 411 FAYETTEVILLE STREET
7 I 54" 5-1/2" 65-1/4" 26" 65" 39-1/2" 89-3/4" 58-1/4" 57 112" 4-1/4" 4-1/4" 104-1/2" 9370 ENG.LICENSURE:F-1253 RALEIGH N.C. 27601
12 SCALE: N.T.S. 6O" 6" 72 114" 28 1l2" 57-112" 46" 96" 64 3l4" 64" 4 3l4" 4 314" 103-112" 11650 I TYPICAL PAD AND SHOULDER SECTION TELEPHONE N0. [phone]
� 12 SCALE: N.T.S. ````A�pppuunnnnepppy�i
°
F 08/01/2024 ISSUED FOR REVIEW- 100% DESIGN WMN ML TL ,�N CARS TITLE SPRING HOPE 115KV
E 05/10/2024 ISSUED FOR REVIEW- 95% DESIGN WMN BBC TL �'•FE' s� �� --? SUBSTATION REBUILD
D 04/19/2024 ISSUED FOR REVIEW- 75% DESIGN WMN DCO TL CONSTRUCTION DETAILS
a 052287 =0LOCATION 805 EAST NASH STREET, SPRING HOPE, NC
C 03/15/2024 ISSUED FOR REVIEW- 50% DESIGN WMN BBC TL '
T I FINAL DRAWINGS - GiNE� ��'
mB 03/01/2024 ISSUED FOR REVIEW- 30% CONCEPTUAL IRS WMN TL -- p •••...,.. �C� SCALE AS SHOWN SCALE RATIO 1:1 DEP PRJ. NO. 170911AO1
5 FLARED END SECTION FOR REVIEW -. M H ��J,,,.�� DRAWN WMN CHK. ML APP. TL
;
A 12/15/2023 ISSUED FOR REVIEW-25% CONCEPTUAL WMN BBC TL 12 SCALE: N.T.S. I PURPOSES ONLY 08/01/2024
0 N0. DATE REVISION DR. CK. APP. DATE 08/01/2024 JOB NO. 7818230203 DWG NO.: RDC-28668- 12 OF 18