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GENERAL NOTES
. ALL WORK AND MA ILRIALS SHALL BE IN CONFOF MANCE WITH THE "SPOKANE COUNTY STANDARDS FOR ROAD
AND SEKR CONSTRUCTION" 1995, AND AS AME MED,
2. NO CONSTRUCTION SHALL BE STARTED WITTOUT APPROWD PLANS. ANY CONSTRUCTION PERFORMED WITHOUT
APPROVED PLANS WILL BE REJECTED AND VALE 3E AT THE CONTRACTOR'S RISK. THE CONTRACTOR SHALL NOTIFY
THE comry 48 HOURS PRIOR TO COMMEE CING WORK.
3. LOCATIONS OF EXISTING UTILITIES SHOWN II4 THE
RESPONSIBLE FOR LOCATING ALL UNDERGR JUND
TO CONSTRUCTION OF ROAD AND DRAINAGE FA(
4. CONTRACTOR AGREES AT HE SHALL ASSJME
DURING THE COUR E OF *ME PROJECT, INCLUDE
REQUIREMENT SHA L APPLY CONTINUOUSLY AND
CONTRACTOR SHALL DEFEND, INDEMNIFY, AND H
LIABILITY; REAL OR ALLEGED, IN CONNECTION
FOR LIABILITY ARISING FROM THE SOLE NEGLIGEI
OF AW OR IN TRESPASS. THE CONTRACT(
ERECT, AND MAINTAI , SUCH FENCES, BARRICAD
PROTECI1ON TO THE PUBLIC AT ALL TIMES.
5. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF
THE JOB SITE WHENEVER CONSTRUCTION IS IN P WGRESS.
6. IF THE CONTRACTOR DISCOVERS ANY DISCREPAN lES BETWEEN THE PLANS AND EXISTING CONDITIONS ENCOUNTERED,
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY DAVID EVANS AND ASSOCIATES AND 'THE SPOKANE COUNTY ENGINEER'S
OFFICE.
7. PLAN INTENT: THES DRAWINGS REPRESEL T TH1: FINISHED FACILITIES AND UNLESS OTHERWISE INDICATED,
THEY DO NOT SHOW THE METHOD OF CONE TRUC EON. THE CONTRACTOR SHALL PROVIDE ALL MEASURES
NECESSARY TO PRODUCE THE FINISHED FACIILITIE AND TO PROTECT THE WORK AND PROPERTY, THE SAFETY OF
WORKMAN, AND OTHER PERSONS DURING CONSTRUCTION. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE
ABOVE MEASURES AND VISITS TO THE SITE BY 1 HE ENGINEER SHALL NOT INCLUDE OBSERVATION OF SAFETY
MEASURES.
. IT SHALL BE THE RESPONSIBILITY OF THE ONTR NCTOR TO CONTACT THE "CALL BEFORE YOU DIG NUMBER"
509-456-8000 FOR LOCATION OF POWER, TELE PHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES.
HE SHALL ALSO CONTACT THE APPROPRIA1E AGENCY FOR THE LOCATION OF CABLE TV, WATER, SEWER,
DRAINAGE, OR OTHER UNDERGROUND FACILITIES.
9. FOR CONSTRUCTION OF DR LLS, INSTALL FILTE FABR C (AMOCO 4545 OR APPROVED EQUIVALENT) BETWEEN THE
DR LL BARREL AND THE WASHED DRAINF OCK, AND BETKEN THE WASHED DRAINROCK AND THE NATIVE SOILS.
11. THE FLOOR OF A GRASSED PERCOLATION AREA (
SWALE, AND THE SIDESLOPES OF THE SWALE UP
LOCATED IN TFIE FLOOR OF THE GPA SWALE: SHA
INFILTRATION RATE OF 0.5 INCHES PER HOUR.
ALL GPA SWALES CONFORM TO THIS REQUIF EMEN
COUNTY ENGINEER'S OFFICE PRIOR TO INSTALLIN(
SWALE FLOOR MATERIAL SHALL BE INSTALLED Ots
PERCOLATION RATE OF 0.5 INCHES PER HOUR.
PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL BE
UTILITIES. ANY CONFUCTING UTILITIES SHALL BE RELOCATED PRIOR
ILITIES.
IOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE
G THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS
NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE
A...D THE ENGINEER AND OWNER HARMLESS FROM ANY AND ALL
FH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
ICE OF THE OWNER OR ENGINEER, OR THIRD PARTY IN VIOLATION
R SHALL PRACTICE SAFETY AT ALL TIMES AND SHALL FURNISH,
:S, LIGHTS, AND SIGNS NECESSARY TO GIVE ADEQUATE
E APPROVED ROAD AND DRAINAGE PLANS ON
10. GEOTEXTILE FABRIC IS TO BE PLACED ON THE E MS OF DR LES, CATCH BASINS AND INLE TS UNTIL SUCH TIME AS
THE VEGETATION ON THE SITE IS ESTABUS TED AD THE THREAT OF SEDIMENT DEPOSITION INTO THE DRAINAGE
SYSTEM IS MITIGATED.
;PA) SWALE INCWDES THE LEVEL PORTION OF THE FLOOR OF THE
TO THE GPA OVERFLOW ELEVATION OR TOP OF DRYWELL, THE SOIL
BE A MEDIUM TO WELL—DRAINING MATERIAL, WITH A MINIMUM
E ENGINEER SHALL PROVIDE A WRITTEN STATEMENT WHICH VERIFIES THAT
L THIS WRIT IEN STMEMENT SHALL BE SUBMITTED TO THE SPOKANE
FINISHED LANDSCAPING/SOD AND PRIOR TO FINAL ACCEPTANCE. THE
A NATIVE SOIL STRATUM M-IICH ALSO MEETS OR EXCEEDS THIS MINIMUM
12. FOR ANY CURB GRADES LESS THAN 0.5% (0.005 FT/FT), A WASHINGTON STATE—LICENSED PROFESSIONAL LAND
SURVEYOR SHALL VERIFY THAT THE CURB FORMS ARE AT THE GRADES NO IED ON THE APPROVED PLANS, PRIOR TO
PLACEMENT OF CURB MATERIAL. THE CONTE ACM IS RESPONSIBLE FOR ARRANGING AND COORDINATING WORK 'WITH
THE PROFESSIONAL LAND SURVEYOR.
13. ORGANIC MAUER SHALL BE REMOWD FRON THE SURFACE UPON WHICH FI L IS TO BE PLACED. THE SURFACE
SHALL THEN BE PLOWED OR SCARIFIED UNTIL TH SURFACE IS FREE FROM RUTS OR UNEVEN FEATURES THAT WOULD
PRBENT UNIFORM COMPACTION BY STANDARD P ZOCEDURES.
14. CONTRACTOR SHALL MAINTAIN DUST CONTROL Al ALL TIMES.
15. 208 SWALES TO BE SODDED OR SEEDED WI— EN A JACENT LOT IS DEVE
A OPED, PER SPOKANE COUNTY ENGINEER'S
SPECIFICTIONS.
BEING A PORTION OF THE SOUTHWEST QUARTER OF
SECTION 7, TOWNSHIP 25 NORTH, RANGE 44 EAST, W M
SPOKANE COUNTY. WASHINGTON
BRADLEY HEI GHTS
TITLE AND INDEX
. . .
MISSION AVE.
CINITY M
SCALE: 1" = 60' 0"
NORT
AUGUSTA
AVE.
NDEX OF S
1. TITLE/INDEX SHEF
STREET 8c D
2. MISSION AVENUE r
WATER PLAN
3. EDGERTON COUR
3A. WATER SERVICE
SANITARY S',
4. EDGERTON COUW
4A. SEWER SERVICE:
DETAILS
5. CIVIL DETAILS
6. SWALE DETAILS
DEVELOPER'S APPROVA
By
THE DESIGN IMPROVEMENTS SHI.
OF THE SPOKANE COUNTY STA!,
COUNTY GUIDELINES FOR STORM
BY THE SPOKANE COUNTY ENG.
PLAN
PEON COURT
f
E
(Sc PROFILE
PROF
-E
Date:
OFFICIAL PUBLIC DOCUMENT
POKANE. COUNTY 'ENGINEERS OFFICE
PR ECT
GUM I
L
RE RN TO COUNTY ENGINEER
RECEIVED
SEP 1 3 :999
SPOKANE COUNTY ENGINEER
IS SET OF PLANS CONFORM TO THE APPLICABLE EDITIONS
,•‘.q ROAD AND SEWER CONSTRUCTION AND THE SPOKANE
VJAGEMENT. ALL DESIGN DEVIATIONS HAVE BEEN APPROVED
‘0PROVE THESE PLANS FOR CONS1RUCTION:
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