HomeMy WebLinkAboutWATER SEWER PRELIM-C2.0 Nasland
1109 W Main Street,Ste.660 T(208)918-4859
Boise,ID 83702 nasland.com
Civil Engineering Consulting Land Planning
M M M e
N.89'46'00"E. 132 .12"
SD SD 7 8
So - - 480.70' - 18 17 GENERAL NOTES:
EAST FRANKLIN ROAD 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF THE IDAHO STANDARDS
FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC
(AND ANY ADDENDUMS), MERIDIAN DESIGN STANDARDS, THE REQUIREMENTS OF THE ADA COUNTY HIGHWAY DISTRICT
(ACHD), AND/OR THE REQUIREMENTS OF THE IDAHO TRANSPORTATION DEPARTMENT (ITD). THE MORE STRINGENT OF
ANY OF THESE STANDARDS SHALL BE THE CONTROLLING STANDARDS OR SPECIFICATIONS.
�ag N.89'4 'oo" _ 2. THE HORIZONTAL SEPARATION OF POTABLE WATER MAINS AND NON-POTABLE WATER MAINS (SANITARY SEWER,
5 .37 5832359"E• 7p•65' STORM DRAIN, AND IRRIGATION) SHALL BE A MINIMUM OF TEN (10) FEET. WHERE IT IS NECESSARY FOR A POTABLE
WATER MAIN AND NON-POTABLE WATER MAIN TO CROSS WITH LESS THAN EIGHTEEN (18) INCHES OF VERTICAL 0 0
ROPOSED WATER SERVICE EASEMENT SEPARATION, THE CROSSING SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 542.07 OF THE IDAHO RULES
-- . .
s .' FOR PUBLIC DRINKING WATER SYSTEMS (IDAPA 58.01.08) AND SECTION 430.02 OF THE WASTEWATER RULES (IDAPA O
e 58.01.16).
• 3. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE AND/OR SUBSURFACE FACILITIES.
4. FOR ALL RESIDENTIAL AND NEW NONRESIDENTIAL CONSTRUCTION THE LOWEST FLOOR ELEVATION OF ANY STRUCTURE,
. . . . . . ' ` INCLUDING BASEMENTS, OR MOBILE/MANUFACTURED HOMES, SHALL BE ELEVATED TO THE FLOOD PROTECTION
PROPOSED 20' UTILITY EASMENT o `: :` :`` ELEVATION OF NO LESS THAN TWO (2) FEET ABOVE THE BASE FLOOD ELEVATION.
:;: : ::� a : 5. THE PROPOSED FINISH FLOOR (FF) ELEVATIONS SHOWN ARE APPROXIMATELY TWO (2) FEET ABOVE THE BASE FLOOD
2621.00 FF ELEVATIONS. PRIOR TO SUBMITTING A FLOODPLAIN DEVELOPMENT PERMIT APPLICATION THE APPLICANT SHALL
•;•;•; ; { CONTACT THE CITY FLOODPLAIN ADMINISTRATOR IN ORDER TO DETERMINE THE BASE FLOOD ELEVATIONS. FEMA
ELEVATION CERTIFICATES SHALL BE FILED FOR EACH BUILDING THAT FALLS WITHIN ZONE AE.
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PROP SSMH-1 STA: 10+
2622. GRIM. . . . . . .
2615001 •. „ e • .
e•
SEWER DATA TABLE
C CP CP CP CP I.
+
f LINE # LENGTH DIRECTION SLOPE NOTES
L1 175.00' NO°05'21"E 0.60% 8" PVC TYPE SDR-35
` d] d] d] d]
Al L2 177.74' NO°05'21"E 0.60% 8" PVC TYPE SDR-35
L3 86.08' N82°07'23"W 0.60% 8" PVC TYPE SDR-35
- - - - - - - - - - a : : L4 173.38' S89°39'47"W 0.60% 8" PVC TYPE SDR-35
L5 182.23' S89°39'47"W 0.60% 8" PVC TYPE SDR-35
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CP CP CP C Al
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PROPOSED 30' UTILITY EASMENT o L ROPOSED•FIRE SERVICE EASEMENT I M
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PROP SSMH-2 STA: 11+75.00
2623.81 RIM
2613.951E W 2623.15 FF
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CP CP CP CP
ROPOSED• WATER SERVICE EASEMENT Q
Pgnposm 8" wATFR MAIN, cn I 2621.50 FF
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30' S.89 28' "E. 283.06'
di di Fi
N ` A' ° n 'e e e e e \ V /
f J 0 -
PROPOSED 20' UTILITY EASMENT • '
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A.
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' a' 2616.00 FF i z
:-PROPOSED FIRE SERVICE EASEMENT 04 I U Q Q
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N :PROPOSED•FIRE HYDRANT ROPOSED WATER SERVICE EASEMENT J O
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:�:;:;. . . . .�PROPOSED 30 UTILITY EASMENT a . ;:;::: : ' ROPOSED ^30' UTILITY EASMENT Q p
PROP SSMH-3 STA: 13+52.74 • • -
. .
. . . . . . . . :•.
2622.45RIM • L 1 +0 - - - =.-r. -.;Q - 1 +94
cn
2612.871E 3 SEWER LINE A 17+00 - <
Q
S- 15+ L4 S L5 S
W Q
C w W w II
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S.89 0'52-W. 474.59'
ROPOSED 8" WATER MAIN
PROP SSMH-5 N STA: 16+12.19 N
0
PROP SSMH-4 STA: 14+38.82 2616.16RIM PROP SSMH-6 N STA. 17+94.42T w
CD
2621.16RIM 2611.311E (2614.82RIM) ss I o 0
2612.401E (2610.221E) 30 0 30 60 90 120 CD
CONNECT TO EXISTING SEWER SEWER MAIN I
SCALE 1" = 30' CIO