SW1240601_Plansheet - Other_20241001

UTILITY NOTES / \\\\ \ 15"RCP PRELIMINARY
NV:1067.02 /
1. COORDINATE AND SCHEDULE INSTALLATION OF ALL UTILITIES WITH OTHER PRIME CONTRACTORS,UTILITY \ \
COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO:NATURAL GAS,ELECTRICITY, EX.6"WATER LINE \\ \ \ \\ \\ / NOT FOR CONSTRUCTION
TELEPHONE,AND CATV. ` I \ /yq
2. VERIFY EXISTING CONDITIONS AND CONNECTIONS TO EXISTING UTILITIES PRIOR TO CONSTRUCTION.
NOTIFY ARCHITECT IF ANY DISCREPANCIES ARE DISCOVERED. ddd \ \ T L + +T� C `\
3. CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGES DURING CONSTRUCTION AND SHALL MAKE REPAIRS AT I \\ \\�p +++* `
NO EXPENSE TO THE OWNER. - - - / \ 15"RCP ++++++++ \� \
4. ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS. - - - - / ' \\\ \ IN -1065.85 ++++++++++� \ ` `\\\ /
5. THE CONTRACTOR SHALL PROVIDE AN AS-BUILT SURVEY OF ALL UTILITY AND STORM DRAINAGE EX.6"WATER LINE
IMPROVEMENTS FOLLOWING CONSTRUCTION. l� / \ \ /
6. CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS /ba
+ +AND UTILITY SERVICE TO ADJACENT FACILITIES. i 7. SEE GENERAL NOTES ON EXISTING CONDITIONS AND DEMOLITION PLAN FOR REQUIREMENTS FOR REMOVAL AND PATCHING OF PAVEMENT FOR UTILITY INSTALLATION. /8. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL LOCAL JURISDICTION STANDARDS AND / \ D �SPECIFICATIONS. ` \ �J i i� \ �\ F EXISTING 8"PVC
9. ALL SANITARY SEWER SERVICES SHALL BE 6"PVC SCH 40 1.0%MIN.SLOPE UNLESS INDICATED pp vp \ i �/ / \ �\\ � INV:1052.56
( )@ �i DUKE ENERGY - OPEN CUT EXISTING PAVEMENTOTHERWISE.USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. LZ \ \ 1 i �i RIGHT OF WAY \ _
10. CONTRACTOR TO PROVIDE TESTING FOR FILL ON SEWER LINE. -� /J i (DB942 PG873) \
11. CONTRACTOR WILL NEED TO HAVE A PRE-CONSTRUCTION MEETING WITH TOWN OF SPINDALE STAFF PRIOR \ \
TO RELEASE OF APPROVED PERMITTED PLANS. �- \\ I i oo y ; _-_ \ �� T
12. CITY OF SPINDALE REPRESENTATIVE WILL NEED TO BE AT THE PRE-CON MEETING FOR THE UTILITIES.
13. PROPOSED APARTMENT BUILDING UNITS WILL BE SUBMETERED BY THE OWNER/DEVELOPER. I " \\ ��,__�� A \
14. EXTEND SEWER SERVICE TO WITHIN 5' T 0"OF BUILDING WALL.REFER TO PLUMBING PLANS FOR EXACT / \ \ SS
LOCATION AND INVERT ELEVATION.
15. EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PROTECTION CONNECTION,SEE DETAIL I
G,H(8)
SHEET C951.COORDINATE WITH FIRE PROTECTION PLANS FOR EXACT LOCATION.ALL BACKFLOW DEVICES I \ 30'UTILITY ESMT.
ARE TO BE LOCATED WITHIN THE RISER ROOMS,REFER TO FIRE PROTECTION PLANS FOR LOCATION AND I
MODEL NUMBERS. ` z"SOR135 Q
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L - - EX.6"WATER LINE \\ ( E
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AIR RELEASE VALVE(ARV) I Wy J� rA
UTILITY KEY NOTES - - - - I \ > ". v
A 6"DIP&6"FIRE HYDRANT ASSEMBLY wl 6"x 6"TEE,SEE DETAIL - - - I ' W� 1.5"SDR 21 FM N C Z
B 6"GATE VALVE AND BOX,SEE DETAIL SHEET G H(8) // v o
C 6"x 2"TEE I I I °Oo / E
Er
D 6"x 4"TEE l ~ Wy ° z„S IN
FIRE DEPARTMENT CONNECTION(FDC)WITH 2-1/2"X 2-1/2"SIAMESE CONNECTION(NTS)TO BE ' I El ` \ \ / �-_ I
E oR�ds� �� 04
LOCATED IN YARD,REFER TO FIRE PROTECTION PLANS FOR EXACT LOCATION. 1.5"SDR 21 FM j 1-1 \ V \ J,G G C
F 6"x 6"TAPPING SLEEVE&VALVE BY OPEN CUT INSTALLATION METHOD,SEE DETAIL SHEET I I I `\ WY 4„0g M 4„1 A C W
G EXTEND SERVICE TO WITHIN 3-0"OF BUILDING WALL.REFER TO PLUMBING PLANS FOR EXACT I \\\ \ R14wC oR�4wc : M
LOCATION AND INVERT ELEVATION. COT {\ \ E / Y.1
H %"WATER METER,SEE DETAIL SHEET
EXISTING 8"CLAY N '
EXTEND WATER MAIN TO 12-IN ABOVE FINISH FLOOR FOR FIRE PROTECTION CONNECTION,SEE - - INV:1068.50 � ` SFR�/CF D
DETAIL SHEET.COORDINATE WITH FIRE PROTECTION PLANS FOR EXACT LOCATION.ALL - - - MH-06 X I
BACKFLOW DEVICES ARE TO BE LOCATED WITHIN THE RISER ROOMS,REFER TO FIRE - - _ ' ' \ K
PROTECTION PLANS FOR LOCATION AND MODEL NUMBERS. - - L \ \\ I ° °°
J CLEANOUT(SHALL BE TRAFFIC BEARING IF LOCATED WITHIN ASPHALT),SEE DETAIL SHEET. \ I ° ,• +�
K 4'DIAMETER SANITARY SEWER MANHOLE,SEE DETAIL SHEET. S�` V.• / �� ��
L 6"DIP 45 DEGREE ELBOW _ - / `\ 1+� 2"SDR 13.5 WL
M 6"DIP 22.5 DEGREE ELBOW - - - - -EXISTING 8"CLAY \\
-INV:1068.23 \ +*I
IN 6"DIP 11.25 DEGREE ELBOW - `
NEW INV IN:1069.00 � i+++ M I K
0 6"X 1.5"TEE EXISTING MH TO BE / ` \ ++ I MH-05
P 1.5"WATER METER,SEE DETAIL SHEET LINED WITH SPECTRASHIELD \ �,++
/ / \\\ I++++ '♦
\ ` ++++� LL
+ +
/ / \ + + U) W
I- J J,G Xt w o (n
/ +
r+'++++ °o°❑ ~ 30'UTILITY ESMT.V z -o
+*+*+ o o C Cl! m '0 6"PVC SEWER Z II
+ + + V � co SERVICE D W
SANITARY SEWER STRUCTURE TABLE \)/ +++++++ oil m I I °
SEWER SYSTEM DATA / f / j+++++++ m m LL'
STRUCTURE RIM EL STRUCTURE IN INVERT IN INVERT OUT / ++++++++I r 1 P G Q
+ + + + 1.5"COPPER WL J
MH 01 1048.49 MH 02 1036.64 1036.54 DOWNSTREAM UPSTREAM SIZE LENGTH SLOPE MATERIAL �'++++++++� { J
STRUCTURE STRUCTURE / ` \ _ I.++++++++ G H g \ 0 z
MH-02 1048.87 MH-03 1038.46 1037.15 MH-02 MH-03 8 99.35 2.52% PVC / / / `�' �•+++++++++ O
\/ r z U
MH 03 1049.74 MH 04 1041.17 1040.97 MH 05 MH 06 8 49.55 0.55% PVC / / ` * * ++++ > 1 O Lu 0
+ + + 2"SDR 13.5 WL C LL - t I W O
/ CO
` UJ
Q Q �
MH 04 1050.21 MH 05 1042.24 1042.04 MH-04 MH-05 8 170.91 0.55% PVC / / / \`\\ flf;*+*+*+*;*; ° ' -- \`---
/ \ I++++++++++++ ❑ I 4"C900 DR14 WL I Or
MH-05 1051.81 MH-06 1043.38 1043.18 MH-03 MH-04 8 96.48 0.90% PVC / / ` +'+`+'+`+'+ °° v D
+ + + + + +
MH-06 1053.13 1043.65 MH 01 MH 02 8 84.16 0.60% PVC \ \ +++++++++ ui
+++ G coo 1
+ K
MH WW 1048.49 MH 01 1036.38 0 \+ + + + + J G �A`y NH-04
MH-WW MH-01 8 27.89 0.60% PVC / +\ +*+*+*+++ 6"PVC SEWER SERVICE i� LJ _w
+ + + + + � A
+ + + +
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+ + + + N ------- O
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+ + + OR�A t
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+ + + n G90 C
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- - - - - - - - - - - - - - - - - - - - - - - - - - - C
1 0 � � Z
1 0 Q
G,H(8)
A K MH-02 J
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1.5"SDR 21 FM
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30'UTILITY ESMT.
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V PROPOSED PUMP STATION
I MH-01 SEE SHEET C405
42
Design By: TSG
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH LOCAL MUNICIPALITY,
SPECIFICATIONS, AND DETAILS / / I Date: 03.01.24
NCDEQ AND NCDOT STANDARDS,
NAD 83/NSRS 2011 / / / 7ft- Project#: P230604
REV# DATE DESCRIPTION SCALE 1"=40'
If If
SHEET
0 40' 80' If
C400
N I l
N
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