HomeMy WebLinkAboutC6.04_Sewer Plan & Profile N. Brock Ave. Sheet Notes: 0
1. COMPLY WITH ALL NOTES ON SHEET C1.00. Q
2. ALL CONSTRUCTION AND MATERIAL SHALL BE IN ACCORDANCE WITH THE O
LATEST EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION
(ISPWC), CITY OF MERIDIAN STANDARDS,AND ADA COUNTY HIGHWAY DISTRICT
STANDARDS. NO EXCEPTIONS ARE PERMITTED WITHOUT PRIOR APPROVAL.
3. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL COMPLY WITH IDAHO CODE,
CHAPTER 22,TITLE 55 REGARDING UNDERGROUND FACILITIES DAMAGE
PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF
EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO
BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE
OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY
AND ALL UTILITIES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE
UTILITY COMPANIES OR DIG-LINE (208.342.1585) FOR EXACT LOCATIONS A
MINIMUM OF 48-HOURS PRIOR TO DIGGING.
4. CONTRACTOR TO FIELD VERIFY ALL EXISTING CURB AND GUTTER, STORM DRAIN, ;,foi
CHANNEL CROSSINGS,AND SEWER ELEVATIONS OR INVERTS PRIOR TO �
CONSTRUCTION AND NOTIFY ENGINEER WHEN ELEVATIONS OR INVERTS DO NOT
TO
MATCH PLANS.
5. ALL PIPE INSTALLATION AND TRENCHING SHALL CONFORM TO THE LATEST
EDITION OF THE ISPWC DIVISION 300 AND SD-301. BEDDING AND BACKFILL
Iu uinn ulnn talnn aLnn uL u - U uinn uinn uinn SHALL BE CONSTRUCTED PER SECTIONS 305 AND 306 OF THE ISPWC.
6"PIR P 6"PIRR I 6. ALL SEWER SERVICE LINES SHALL HAVE A 2%MINIMUM GRADE TO THE
PROPERTY LINE.
P 6"PIRR 6"PIRR P 6"PIRR 6"PIRR P 6"PI 7. STATIONING REPRESENTS SEWER MAIN ALIGNMENT.
6"PIRR 6"PIRR 6"PIRR - 8. SEWER PIPE SLOPES ARE CALCULATED USING LENGTH OF RUN FROM CENTER TO
CENTER OF MANHOLES.
_ .
C/) = T 111 °V Sewer Keynotes:
I
B2 L7 a 1. POTABLE WATER MAIN CROSSING-SEE CITY OF MERIDIAN SEWER NOTE NO. 2 ON
B2 L8 5,822-SF B2 L6 B2 L5 B2 L4 B2 L3 B2 L2 r SHEET C1.00.
6,366 SF STA:104+80.87 5,935 SF 5,934-SF 5,930 SF 5,927-SF 5,923 SF CA
OFF:49'R 2. POTABLE/NON-POTABLE SERVICE CROSSING-SEE CITY OF MERIDIAN SEWER
IE:2537.1 3 O NOTE NO. 3 ON SHEET C1.00.
B2 L9 STA:104+97 FG:2542.1 + o m Cl! o o Cl) r M co
SSMH CC On' + CCNN + � � N + � MN + � 00 O + Jr co + JcOq
1,581-SF OFF:66'R O r, N M M , M s , M + o M �, c M M , 3. INSTALL 4-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
IE:2537.0 STA: 104+80.87 LL N ¢ y N N ¢ y N N ¢ y N N ¢ y N N co ¢ L Lo < -"
FG:2542.0 " o "' " U)) CD U)) CD v~i CD v~i CD SSMH 02 a w LL ; o w MERIDIAN SD SW3.
STA: 3+47.52 4.2 5
O Mlb _ O O3 O3 O3 O3 O3 O3 3.1. INSTALL 6-IN SEWER SERVICE PER ISPWC SD-511 AND MARK PER CITY OF
_ _ _ _ MERIDIAN SO SW3.
_ - - - SSC01 O 4. INSTALL 48 IN STANDARD MANHOLE TYPE A PER ISPWC SD 501.
STA: 11+02.47
2 N. BROOK AVE. 2 2 7�4po 1 _ o 2 4.1. THREE-WAY SEWER MANHOLE CHANNEL.
STA:105+27.17 8"SS 8"SS 8"SS 8" 8"SS "S "
OFF:57'R o �, 368-LF OF 8 IN PVC AT 0.45% 6- Q ro 8 S 152 LF OF 8-IN PVC AT 3.25% 8 SS I 4.2. FOUR-WAY SEWER MANHOLE CHANNEL.
IE:2536.6 O �� �g5 - ,� 2 2 104+00 2 103+00 2 2 102+00 2 �r pp �, - 100+00 99+50
FG:2541.6 o�����° pp 2 �„ 8 s w 8 8 w 8 w _ N. BROOK AVE.
T "' " " " " 0 5. CONNECT TO EXISTING SANITARY SEWER STUB. CONFIRM PIPE SIZE,TYPE,
101+00 CONDITION AND ELEVATION PRIOR TO CONSTRUCTION, INFORM ENGINEER OF
QJV DISCREPANCIES.
SSMH 18 r�.." 6. INSTALL T-TYPE CLEANOUT PER CITY OF MERIDIAN SD-1.
O STA: 105+27.17
I R 4"PIRR
LID
� '50MLn co co M Oo _M M O B1 L3
Ln N V m Ln O �,., L__
B2L10 ~ LL l + J O + Ja0 + JO + JMN N JLoN + J N + J N
no o � M � o � M � o � M � o � M . oM � o &, � v o &, r- v 5,693-SF
6,273-SF O T n N T n N T n N r n N f N T N T co Lo n N
Q - N Q Ll N Q Ll N Q Ll N Q - N Q - N Q Ll N
3 Ln O w LPL (n O w LPL co O w LPL Cn O w LPL Cn CD w L.l_ Cn O w LPL Cn O w LPL
� I FUTURE PHASE
B8 L8 B8 L7 B8 L6 B8 L5 B8 L4 B8 L3 B8 L2 0,
2 4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,500-SF 4,500-SF
•11.9' �
4.82'
°' I
o C 70 Bi L4
o 5,099 SF
1 � � I
F cF LO _ -
8 L9 4"PI " " P' "PIRR id P' 4"PIRR " P' 4"PIR '° " " °' IR B
■ 8 SF 9 3,8:)8-SF
v
Do
z I I L5
Sewer Plan & Profile - N. Brock Ave. 0 310' 60' r
Horizontal Scale: 1" = 30'
Ca
2550 2550 cc MIJ
SEWER - BROCK > TORANA: Sta. 99+30 - 105+90 =
HORIZONTAL SCALE: 1" = 30' O
VERTICAL SCALE: 1" = 3' =
2547 2547 W
PROPOSED GRADE ELEVATION
AT PIPE CENTERLINE O -
2544 2544
EXISTING GROUND ELEVATION ■� O
AT PIPE CENTERLINE
2541 ---- ----- - - ----- ---- ---- ---------- -----i- ------�� --- - --- 2541CA _C3
=
� O
c
2538 O 6-IN PVC PIRR CROSSING O O� 2538 N � � �
O� WATER SERVICE CROSSING WATER SERVICE CROSSING M M
O O O2) WATER SERVICE CROSSING 12-IN PVC WATER CROSSING 0 WATER SERVICE CROSSING
2535 WATER SERVICE 2535 •20
CROSSING
WATER SERVICE CROSSING � ti
Revisions
2532 2532
1. 5/30/25-CITY FP COMMENTS
46-LF OF 8-IN PVC AT 0.45%
2529 P�325°i° 2529
2��OF g O
160-LF OF 8-IN PVC AT 0.4517 % i% 15 M SSCO 1
STA: 99+60
RIM: 2542.89±
/�� � //�// DEPTH: 12.57'
368-LF OF 8 IN PVC AT 0.45%
2526 IE IN: 2530.33, 8-IN PVC (N) 2526
OSSMH 18 O IE OUT: 2530.33, 8-IN PVC (S)
STA: 105+27.17 SSMH 17 O
RIM: 2541.04± STA: 104+80.87
DEPTH: 13.69' RIM: 2541.04±
2523 IE IN: 2527.45, 8-IN PVC (E) DEPTH: 14.00' 5 SSMH 02 2523
STAA:: 101+12.45
IE IN: 2527.78, 4-IN PVC (S) IE IN: 2527.14, 8-IN PVC (SE) RIM: 2541.93± S�j E�
IE OUT: 2527.35, 8-IN PVC (NW) IE IN: 2527.47,4-IN PVC (W) DEPTH: 16.65' pNAL
IE OUT: 2527.04, 8-IN PVC (N) IE IN: 2525.38, 8-IN PVC (E)
IE IN: 2525.38, 8-IN PVC (N)
2520 IE IN: 2525.38, 8-IN PVC (S) 2520 568
IE OUT: 2525.28, 8-IN PVC (W) 05/30/2025 0
a f9
�TEOF0
�ESW.G
3 2517 2517 Project No.: 123200
Date of Issuance: 4.15.2025
EXISTING GROUND ELEVATION PROPOSED GRADE ELEVATION Project Milestone: Permit Set
AT PIPE CENTERLINE AT PIPE CENTERLINE
a � Sewer Plan & Profile
2514 2514 N. Brock Ave.
O V V V V M oo V C)� LC) O LC) N I` O co V CV co O
co N O m CP O co � M M ti O O Cl! Cl!V O O O O M Ln CO oo O M N O O O N lf) co
V V TCD CV CV CV CV CV CVCD CV V CV CV CV
In L!') Lf) LnLJ) LJ) LJ) Lf-) Lr) LP) X� Lr) LL-) Lr) LL-) LL-) LL-) Lr) X� LJ) X� LJ) LL-) LJ) LL-) LJ) LL-) Lo LO LO
N L N L N N N N N CV N N CV CVLr) CV '� CV N N CV CV CV N N NLO
3 a N N N N N N N N N N N N N N N N N N N CV N N
- 105+90 105+60 105+30 105+00 104+70 104+40 104+10 103+80 103+50 103+20 102+90 102+60 102+30 102+00 101+70 101+40 101+10 100+80 100+50 100+20 99+90 99+60 99+30
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