HomeMy WebLinkAboutMap APPLICANT 8/25/2008
GENERAL NOTES CIVIL:
1. ALL WORK & MATERIALS SHALL CONFORM TO CURRENT OREGON U.P,C., 2002 STATE
OF OREGON APWA I ODOT STANDARD SPECIFICATIONS FOR CONSTRUCTION, & ALL
APPLICABLE STATE, CITY, AND COUNTY REGULATIONS AND STANDARDS. CONTACT
ENGINEER FOR DIRECTIVE IN THE EVENT OF CONFLICTING STANDARDS.
2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE COORDINATED WITH THE
GOVERNING AGENCIES INSPECTOR AND SHALL CONFORM TO THAT AGENCIES
CURRENT ENGINEERING STANDARD SPECIFICATIONS & DETAILS.
3. THE GENERAL CONTRACTOR AND ALL THEIR AFFILIATES SHALL VERIFY ALL
DIMENSIONS, ELEVATIONS & LOCATIONS PRIOR TO CONSTRUCTION. NOTIFY
ENGINEER OF ANY DISCREPANCIES.
4. ALL GRADE SURVEYING AND HORIZONTAL LAYOUT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR.
5. ALL EXISTING SITE UTILITIES IDENTIFIED ON THIS PLAN ARE NOT INTENDED TO BE
EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
IDENTIFY ALL UTILITIES AND PROTECT AS REQUIRED DURING THE COURSE OF
CONSTRUCTION.
6. CONTRACTOR SHALL NOTIFY ALL APPLICABLE REGULATORY AGENCIES AND UTILITY
COMPANIES 48 hrs PRIOR TO BEGINNING WORK.
7. ALL SITE EXCAVATION, TRENCH BACKFILL, PARKING LOT SUBGRADE, FLATWORK
SUBGRADE, COMPACTION REQUIREMENTS, ETC. SHALL BE AS NOTED IN THE SITE
PREPARATION NOTES - SHEET CO.O.
8. ALL SITE CONCRETE SHALL BE fe = 3500 psi @ 28 DAYS, 6% ENTRAINED AIR, 4" SLUMP,
U.N.O.
9. ALL UTILITY SERVICES SHALL BE INSTALLED PER THE RESPECTIVE UTILITY CODES &
STANDARDS.
10. ALL UTILITIES SHALL HAVE A MINIMUM COVER OF 30" UNLESS OTHERWISE SPECIFIED.
11. ALL SERVICES SHALL BE ADEQUATELY MARKED AS REQ'D SO AS TO IDENTIFY THE
SIZE, TYPE, & DEPTH OF THE SERVICE.
12. ALL SERVICES SHALL BE PLUGGED AS REQUIRED TO ADEQUATELY ENSURE THAT NO
FOREIGN MATERIALS ENTER THE LINE.
13. CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS PRIOR TO CONSTRUCTION.
14. ALL SANITARY SEWER WASTE LINES SHALL BE PVC GASKET JOINT GRAVITY SEWER
PIPE CONFORMING TO ASTM 03034 - SDR 35. SEE MECHANICAL PLANS FOR WASTE
LINE DIAMETER, PIPE MATERIAL, AND LAYOUT REQUIREMENTS WITHIN BUILDING
FOOTPRINT.
15. SANITARY LINES SHALL BE REQUIRED TO PASS A LOW PRESSURE AIR TEST PRIOR TO
FINAL ACCEPTANCE. ALL PARTS OF THE SYSTEM SHALL BE CLEANED PRIOR TO FINAL
ACCEPTANCE. THE CONTRACTOR SHALL NOT ALLOW ANY FOREIGN MATERIAL TO
ENTER THE EXISTING SYSTEM. THE CONTRACTOR SHALL PROVIDE THE REQUIRED
PERSONNEL AND MATERIAL TO PERFORM THE ABOVE TESTS. THE CONTRACTOR
SHALL PROVIDE THE ENGINEER WITH DOCUMENTATION OF THE ABOVE TESTS.
16, STORM COLLECTION SYSTEM DESIGNED FOR SILT TIGHT COMPONENTS.
17. ALL STORM PIPE IDENTIFIED AS 'HOPE' SHALL BE ADS N-12 AND PIPE IDENTIFIED AS
"PVC" SHALL CONFORM TO ASTM D 3034 - SDR 35 WITH GASKET JOINTS. ALL STORM
PIPE IDENTIFIED AS "CMP" SHALL BE GALV. 12 GAUGE CORRUGATED METAL, U.N.O.
SEE PLAN SET FOR ADDITIONAL INFORMATION.
18. ALL STORM COLLECTION SYSTEM CONNECTIONS AND COMPONENTS SHALL
CONFORM TO MFR. REQUIREMENTS. GC TO COORDINATE STORM SYSTEM LAYOUT WI
ENGINEER AND STORM SYSTEM SUPPLIER AT TIME OF CONSTRUCTION. STORM
SYSTEM COMPONENT SHOP DRAWINGS SHALL BE PROVIDED FOR ENGINEER'S
REVIEW PRIOR TO CONSTRUCTION.
19. STORM SYSTEM CATCH BASINS SHALL BE PROVIDED WITH A MINIMUM 24"
SETTLEMENT SUMP BELOW THE LOWEST PIPE INVERT & A BMP INC. SNOUT OR
ENGINEER APPROVED EQUAL. SEE PLAN SET FOR ADDITIONAL INFORMATION.
20. ALL STORM DRAIN PIPE SHALL BE BEDDED IN 3/4" MINUS CRUSHED ROCK COMPACTED
TO 95% MODIFIED PROCTOR. SEE PIPE MANUFACTURER INSTALLATION
SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. ALL PIPE SHALL BE INSTALLED
PER MANUFACTURER SPECIFICATIONS.
21. ENGINEER SHALL INSPECT ALL STORM DRAIN SYSTEMS FOR CONFORMANCE TO
SUBMITTED PLANS. GC SHALL NOTIFY ENGINEER 48 hrs PRIOR TO ALL BACKFILL
OPERATIONS ABOVE PIPE HAUNCH.
22. ALL LANDSCAPED AREAS SHALL BE PREPARED AS NOTED ON THE LANDSCAPING
PLANS (BY OTHERS).
23. SEE LANDSCAPING PLANS FOR PLACEMENT LOCATIONS AND REQUIREMENTS FOR
IRRIGATION SLEEVES. IRRIGATION SLEEVES SHALL BE PROVIDED BETWEEN EACH
LANDSCAPE AREA SUFFICIENT FOR IRRIGATION AND ELECTRICAL COMPONENTS
PRIOR TO FINAL PAVING ACTIVITIES.
24. ALL WATER WORKS SHALL BE DONE IN ACCORDANCE WITH THE CURRENT
REQUIREMENTS OF THE SPRINGFIELD UTILITY BOARD (SUB).
STANDARD LAND.& DRAINAGE ALTERATION PERMIT (LDAP) NOTES:
1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS
REQUIRED.
2. ISSUANCE OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE
CONTRACTOR FROM ALL OTHER PERMITTING REQUIREMENTS. PRIOR TO BEGINNING
CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE OBTAINED.
3. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE
MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE
CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED FOR
UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN
WATER DOES NOT LEAVE THE SITE.
4. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS
THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE CONTRACTOR UNTIL ALL
CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION /LANDSCAPING IS
ESTABLISHED.
5. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY
FLAGGED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE
CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS
SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER AND
OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
6. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE
INSPECTED AND MAINTAINED DAILY AND WITHIN THE 24 HOURS AFTER ANY STORM EVENT
OF GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR PERIOD. MEASURES SHALL BE
INSPECTED BY THE PERMIT HOLDER AND OR THE CONTRACTOR AFTER EACH RAINFALL
AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS OR
ADJUSTMENTS SHALL BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL
MEASURES ON INACTIVE SITES SHALL BE INSPECTED A MINIMUM OF ONCE EVERY TWO (2)
WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE
AT ALL TIMES. CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT
RE-VEGETATION HAS BEEN STABILIZED. ANY MEASURE THAT IS DAMAGED OR DESTROYED
SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE
DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR
SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30) SHALL BE IMMEDIATELY
STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING WITH STRAW, BARK,
COMPOST, OR PLASTIC COVERING, ECT.).
9, STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY
INSPECTOR TO INSURE PUBLIC RIGHT-OFWA YS ARE KEPT CLEAN AND FREE OF DEBRIS.
STREET FLUSHING IS PROHIBITED.
10. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER-TIGHT TRUCKS SHALL
BE USED OR LOADS SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO
NO MORE THAN ONE GALLON PER HOUR. SEDIMENT LADEN WATER WILL NOT BE ALLOWED
TO ENTER THE STORM WATER SYSTEM.
11. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A
SUITABLE MANNER WITHOUT DAMAGE TO ADJACENT PROPERTY, CITY'S STORM WATER
SYSTEM, WATER FEATURES, AND RELATED NATURAL RESOURCES. APPROVAL OF A
DEWATERING SYSTEM DOES NOT GUARANTEE THAT IT WILL MEET COMPLIANCE OR BE
ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM
WILL BE REQUIRED IF COMPLIANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN
WATER BE ALLOWED TO LEAVE THE CONSTRUCTION SITE.
STANDARD LAND & DRAINAGE ALTERATION PERMIT (LDAP) NOTES (CO NT):
12. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP
OR OTHER BEST MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS
SHALL BE MAINTAINED AT ALL TIMES ON THE CONSTRUCTION SITE.
13. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER
CHEMICALS SHALL BE RELEASED ONTO THE SITE, ADJACENT PROPERTIES, OR INTO
WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR RELATED NATURAL
RESOURCES.
14. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED
TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF
WEEKLY REVIEWS OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO
APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MA Y1 TO SEPTEMBER
30).
ADDITIONAL LDAP NOTES:
15. SEE GEOTECHNICAL ENGINEERING SERVICES REPORT BY PSI FOR FURTHER DETAILS.
16. CONSTRUCTION SCHEDULE/HAUL ROUTES SHALL BE PROVIDED TO THE CITY OF
SPRINGFIELD BY THE GC PRIOR TO CONSTRUCTION ACTIVITIES.
17. GC SHALL PROVIDE DEDICATED CONCRETE WASH OUT AREA IF NECESSARY, ENSURING
CONCRETE/SLURRY WASH OUT DOES NOT LEAVE THE SITE OR ENTER THE STORM DRAIN
SYSTE. ALL CONCRETE NOT USED FOR CONSTRUCTION SHALL BE DISPOSED OF AT AN
APPROVED LOCATION.
18. IF STOCKPILES OF EROSIVE MATERIALS ARE UTILIZED ON SITE DURING CONSTRUCTION,
THEY SHALL BE SURROUNDED BY SEDIMENT FENCING, STRAW WATTLES, BIOFIL TER
BAGS, ETC. WHEN NOT CURRENTL Y BEING UTILIZED FOR CONSTRUCTION ACTIVITIES,
DURING PERIODS OF WET WEATHER, OR WHEN LOCATED IN AN AREA THAT COULD
ALLOW MATERIAL TO LEAVE THE CONSTRUCTION SITE.
19. ALL GARBAGE AND DEBRIS SHALL BE REMOVED FROM THE SITE IMMEDIATELY AND
DISPOSED OF AT AN APPROVED LOCATION.
**SEE SHEET CO.2 FOR ADDITIONAL EROSION AND SEDIMENT CONTROL NOTES/DETAILS
CITY OF SPRINGFIELD STANDARD NOTES:
1. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RIGHT-OF-WAY OR PUBLIC
EASEMENTS SHALL MEET CITY OF SPRINGFIELD DEPARTMENT OF PUBLIC WORKS
"STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 (OR CURRENT
ADDITION), IN ADDITION TO THESE PLANS,
2. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE
OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR
952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF
THE RULES BY CALLING THE CENTER. NOTE: THE TELEPHONE NUMBER FOR THE OREGON
UTILITY NOTIFICATION CENTER IS (800) 332-2344.
3. LOCATION ANDIOR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES FOR
UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS PRIOR TO EXCAVATING OR
"POTHOLlNG". THE "ONE-CALL" NUMBER (800) 332-2344
4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES
ON THE TIMING OF INSTALLATION OF TIiEIR FACILITIES. E. SPRINGFIELD CODE 10.2.1
REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE
AT&T CABLE INSTALLATION.
5. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO
PROTECT AND SAFEGUARD THE PUBLIC AND WORKERS AGAINST INJURY AND PROTECT
THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND
DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING WORK. ALL TRAFFIC CONTROL SHALL
CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND
HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE
OREGON SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON
STATE HIGHWAY DIVISION HANDBOOK, "SIGNING AND FLAGGING STANDARDS FOR
SHORT-TERM WORK ZONES", CURRENT EDITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT.
THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A T THE
PRE-CONSTRUCTION CONFERENCE FOR CITY REVIEW AND APPROVAL.
6. All SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES
(PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL BE INSPECTED BY THE CONTRACTOR AND
THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRIOR TO HOOKING UP TO
THEM. CONTACT KEITH MIYATA (726-36'15) OR RON SATHER (726-2240) NO LESS THAN 48
HOURS PRIOR TO DESIRED INSPECTION TIME.
7. BEFORE BACK-FilLING THE END OF A MAINLINE PIPE NOT ENDING AT A MANHOLE OR A
CLEAN OUT, THE CONTRACTOR SHALL PERFORM THE lV INSPECTION AS REQUIRED BY
THE STANDARD SPECIFICATIONS AND AElOW THE CONSULTING ENGINEER TO
DETERMINE THE EXACT lOCATION AND ELEVATION OF THE END OF THE PIPE.
8. WHERE CONNECTING TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END
OF THE EXISTING PIPE AND ALLOW TI1E ENGINEER TO VERIFY EXACT LOCATION AND
ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PIPE ON THAT
SYSTEM.
9. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM
COVER AS SHOWN ON THE PLANS
10. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL
BACKFILL AND BEFORE THE FINAL LIFT OF ASPHALT PAVING. THE CONTRACTOR SHALL
SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO TAPE FOR CITY APPROVAL
AT LEAST 2 WORKING DAYS BEFORE THE PRE-PAVING MEETING.
11. CONTRACTOR TO SCHEDULE A PRE-PAVING CONFERENCE 24 HOURS PRIOR TO PAVING.
CONTACT RON SATHER (726-2240).
12. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WITH
POLYMERIZED ASPHALT AND SANDED TO PREVENT PICK UP.
13. COMPACTION REQUIREMENTS:
LAYER
SUBGRADE
CRUSHED ROCK
ASPHALT (LOCAL)
ASPHALT (COLLECTOR/ARTERIAL)
RATE
95%
95%
90%
92%
TEST
T99
T180
RICE
RICE
14. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI):
CONCRETE USE FIELD LABORATORY
SIDEWALK/ADA RAMPS 3000 3450
CURBS/GUTTERS 3500 4025
DRIVEWAYS 3500 4025
PAVEMENT 4000 4600
15. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS
SUCH AS INCORPORATION OF DESIGN CRITERIA FOR HANDICAP RAMPS, MAXIMUM
PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS, UPGRADING EXISTING
HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUilDING
WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR LANDSCAPING AROUND
MAILBOXES.
16. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER
AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY, OREGON DEPARTMENT OF
TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF
ENGINEERS, OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY.
17. ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WILL BE BOUND
BY THE CURRENT REQUIREMENTS OF THE STATE OF OREGON STRUCTURAL SPECIALTY
CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION
REQUIREMENTS. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM
OTHER CITY DEPARTMENT PRIOR TO DOING PRIVATE WORK.
18. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50
CUBIC YARDS REQUIRES A LAND AND DRAINAGE ALTERATION PERMIT (LDAP)
19. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN
THE SPRINGFIELD DEVELOPMENT CODE. ONLY STREET TREES WITH A MINIMUM TRUNK
CALIPER OF 2 IN. MEASURED 6" ABOVE THE ROOT STEM SHALL BE SELECTED FOR
PLANTING.
20. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED BEFORE START OF CONSTRUCTION.
ALL UTILITIES, CONTRACTORS AND CITY REPRESENTATIVES SHALL HAVE RECEIVED THE
FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRIOR TO THE PRE CONSTRUCTION
CONFERENCE.
21. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT
SHOWN HEREIN BUT NECESSARY FOR THE SUCCESSFUL COMPLETION OF THE PROJECT.
22. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER
AND THE CITY PRIOR TO IMPLEMENTATION.
23. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE
STANDARD SPECIFICATION TO THE CITY FOR APPROVAL PRIOR TO BEGINNING WORK.
24. CONTRACTOR SHALL BE AWARE IF PAVING IS NOT SCHEDULED OR DOES NOT OCCUR
PRIOR TO OCTOBER 15TH, WET WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK
SUBSTRUCTURE AND GEOTEXTILE FABRIC SHALL USED. REFER TO STANDARD
SPECIFICATION SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED
HEREIN FOR DETAILS.
SONIC DRIVE-I;N/ABBY'S PIZZA
2005 OLYMPIC STREET
LOCATED IN THE SE 1/4 OF SECTION 25
T17S, R03W, WILLAMETTE MERIDIAN,
CITY OF SPRINGFIELD, LANE COUNTY, OREGON
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SITE MAP
111 = 40'
SITE PREPARATION NOTES:
UTILITY STATEMENT:
CLEARING & GRUBBING -
1. REFER TO STRUCTURAL (FOUNDATION) PLANS FOR SPECIFIC SOIL EXCAVATION &
BACKFilL REQUIREMENTS WITHIN BUilDING FOOTPRINT.
EXISTING UNDERGROUND UTILITIES ILLUSTRATED IN THESE PLANS ARE APPROXIMATED
BASED ON MAPS OBTAINED FROM THE CITY OF SPRINGFIELD PUBLIC WORKS FILES OR
HAVE BEEN LOCATED BY A UTILITY LOCATE COMPANY. LAYOUT INDICATED IS NOT TO BE
RELIED ON AS BEING EXACT OR COMPLETE. ALL LINES WITHIN PROJECTED WORK ZONE
SHALL BE FIELD VERIFIED AS REQUIRED PRIOR TO CONSTRUCTION.
2. ALL AREAS BELOW ROADWAYS, PARKING AND WALKWAYS SHALL BE CLEARED AND
GRUBBED OF ALL PAVEMENT, FOREIGN MA ITER, DEBRIS, ORGANIC AND DISTURBED
MATERIAL, U.N.O. STRIPPING DEPTHS ACROSS THE SITE WILL VARY DEPENDING ON
LOCATION AND PAVEMENT SECTION REQUIREMENTS. ALL EXPOSED MATERIAL
SHALL BE MOISTURE CONDITIONED TO WITHIN 2% OF OPTIMUM PRIOR TO
PLACEMENT OF FILL MATERIAL DESCRIBED BELOW.
CITY OF SPRINGFIELD
STD. DETAIL REFERENCE LIST:
3. REFER TO LANDSCAPE PLANS FOR PREPARATION REQUIREMENTS WITHIN
LANDSCAPE BEDS.
CSSD NO. 4-6 - HOUSE SERVICE CONNECTIONS TO LATERAL
4. ALL CLEARED AND GRUBBED MATERIAL SHALL BE REMOVED FROM SITE. GC SHALL
COORDINATE DISPOSAL LOCATION.
CSSD NO. 4-7 - TYPICAL PIPE CONNECTIONS
CSSD NO. 4-17 - TYPICAL PIPE ZONE AND PIPE BEDDING
5. ALL AREAS WITH ABANDONED UTILITY LINES, STORM DRAINS, UNDERGROUND
TANKS, ETC. WHICH PROVIDE VOID SPACE BENEATH THE SURFACE SHALL BE
lOCATED AND REMOVED PRIOR TO SITE GRADING.
ODOT STD. DETAIL REFERENCE LIST:
6. ALL HOLES, DEPRESSIONS, AND UNDISTURBED NATIVE MATERIAL SHALL BE CLEARED
OF ALL LOOSE AND ORGANIC MATERIAL THEN BACKFILLED AND COMPACTED WITH
APPROVED STRUCTURAL FILL.
RD1000 - CONSTRUCTION ENTRANCES
RDt010 - INLET PROTECTION (TYPE 3)
RD1 015 - INLET PROTECTION (TYPE 4) BIOFIL TER BAGS
7. AFTER CLEARING THE ABOVE MENTIONED AREAS, ALL EXPOSED SUBGRADE SHALL
BE PROOF ROLLED WITH A LOADED DUMP TRUCK OR HEAVY NON-VIBRATORY
ROLLER. SOILS SHALL BE REMOVED AND RECOMPACTED OR REPLACED WITH
IMPORTED APPROVED STRUCTURAL FILL IF THEY DO NOT DEMONSTRATE A FIRM,
UNYIELDING CONDITION. THE GEOTECHNICAL ENGINEER SHALL APPROVE
SUB-GRADE SURFACE PRIOR TO STRUCTURAL FILL IMPORT EXPLAINED BELOW.
SPRINGFIELD UTILITY BOARD (SUB)
STD. DETAIL REFERENCE LIST:
SUBSD NO. FF11 DE52 - REDUCED PRESSURE BACKFLOW DEVICE
STRUCTURAL FilL PLACEMENT & COMPACTION -
1. APPROVED STRUCTURAL FILL SHALL BE IMPORTED AND PLACED BENEATH AREAS
RECEIVING ASPHALT AND/OR CONCRETE PAVEMENT.
SUBSD NO. FF11 DE69 - METER BOX PLACEMENT
SUBSD NO. FF11DE7 - STANDARD 1" SERVICE CONNECTION
2. ALL AREAS RECEIVING ASPHALT ANDIOR CONCRETE SHALL BE PROVIDED W/
APPROVED WOVEN GEOTEXTILE FABRIC APPLIED DIRECTLY OVER SUB-GRADE
DESCRIBED ABOVE.
PROJECT TEAM:
3. STRUCTURAL FILL SHALL BE APPROVED BY ENGINEER PRIOR TO IMPORTING. ALL
FILL SHALL BE FREE OF ORGANIC AND EXPANSIVE CLAY MATERIAL. ALL BASE ROCK
IDENTIFIED ON CIVIL PLAN SET SHALL CONFORM TO THE SPECIFICATIONS IDENTIFIED
ON PLAN SET.
DEVELOPERnNVESTOR
ABRE, LLC
RICH OLSON - OWNERS REP.
1960 RIVER ROAD
EUGENE, OR 97404
.(541) 689-0019
SONIC ARCHITECT
CORTlAND MORGAN, ARCHITECT A.I.A.
MICHELLE SOWERS-AVANT DESIGN GROUP
711 N. fiELDER
ARLINGTON, TX 76012
(817) 635-5696 (CORTLAND)
(817) 226-0202 EX. 1 07 (AVANT)
ABBY'S ARCHITECT
AffOLTER, WEST & JONES, A.I.A.
DAVID JONES, A.J.A.
1600 VALLEY RIVER DRIVE, STE. 270
EUGENE, OR 97401
(541) 342-6511
SURVEYOR
BALZHISER & HUBBARD ENGINEERS
CLELL GOODWIN, PLS
P.O. BOX 10347
EUGENE, OR 97440
(541) 686-8478
CIVIL ENGINEER
. ZCS ENGINEERING, INC.
JUSTIN GERLlTZ, PE
1654 WILLIAMS HIGHWAY
GRANTS PASS, OR 97527
(541) 479-3865
LANDSCAPE ARCHITECT
DOUGHERTY LANDSCAPE ARCHITEGS, INC.
DAVID DOUGHERTY
474 WILLAMETTE STREET, STE. 305
EUGENE, OR 97401
(541) 683-5803
4. PLACEMENT LIFTS TO BE DETERMINED BY ENGINEER BASED ON MATERIAL
PROPERTIES OF STRUCTURAL FILL CHOSEN AND TYPE OF COMPACTION EQUIPMENT
USED. BASE ROCK PLACEMENT LIFTS SHALL NOT EXCEED 8". EACH LIFT SHALL BE
NEARLY EQUAL IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF ASTM
0698. FILLS SHALL BE PLACED AT OR SLIGHTLY ABOVE THEIR OPTIMUM MOISTURE
CONTENT.
5. ALL UTILITY TRENCH BACKFilL SHALL CONFORM TO THE PLAN SET AND THE CITY OF
SPRINGFIELD STANDARD TRENCH DETAIL 4-17.
6. IF ADEQUATE SUBGRADE MATERIAL DOES NOT EXIST OR CLAYEY SOILS ARE
ENCOUNTERED AT THE GROUND SURFACE, THE SUBGRADE SHOULD BE
OVEREXCAVATED AND REPLACED WITH STRUCTURAL FILL. PAVEMENT AREA
SUBGRADE SHALL BE EVALUATED BY THE GEOTECHNICAL ENGINEER PRIOR TO FILL
PLACEMENT BY PROOFROLLlNG THE AREAS WITH A FULLY LOADED DUAL AXLE DUMP
TRUCK. ANY AREAS FOUND TO BE SOFT OR YIELDING UNDER THE WEIGHT OF THE
DUMP TRUCK SHOULD BE OVEREXCAVATED AND BACKFILLED WITH STRUCTURAL
FILL TO A DEPTH NECESSARY TO CORRECT THE DEFICIENCY.
ELECTRICAL DESIGNER
BUILDERS ELECTRIC
MELLANY WITTKOP
195 MADISON STREET
EUGENE, OR 97402
(541) 485-0922
-
-
VICINITY MAP
NTS
CODE REVIEW:
EXISTING SITE ANALYSIS:
EXISTING BUILDINGS
PAVED PARKING, MANEUVERING, & WALKS
LANDSCAPING
= :t 14,156 sq. ft. =:t 26.0 %
= :t 35,787 sq.ft. =:t 65.5 %
= :t 4,656 sq.ft. =:t 8.5 %
TOTAL AREA
= :t 54,599 sq.ft. =:t 1.25 ACRES
PROPOSED SITE ANALYSIS:
PROPOSED BUILDINGS/CANOPIES
PAVED PARKING, MANEUVERING, & WALKS
LANDSCAPING
= :t 9,686 sq.ft. =:t 19.7 %
= :t 37,812 sq.ft. =:t 68.0 %
= :t 7,101 sq.ft. =:t 12.3 %
TOTAL AREA
= :t 54,599 sq.ft. =:t 1.25 ACRES
BUILDING INFORMATION:
SONIC DRIVE-IN BUILDING FOOTPRINT
SONIC DRIVE-IN BUILDING HEIGHT
= 1746 sq. ft.
= 17'-9" TOP OF PARAPET/25'-7 1/2" TOP OF
TOWER
= 11'-3" TO TOP OF CANOPY
SONIC DRIVE-IN CANOPIES
ABBY'S PIZZA BUILDING FOOTPRINT
ABBY'S PIZZA BUILDING HEIGHT
= 3749 sq. ft. "
= 16'-0" TOP OF LOWER PARAPET
17'-5 1/2" TOP OF UPPER PARAPET
COVERED TRASH ENCLOSURES
- SONIC ENCLOSURE FOOTPRINT
= 385 sc; fL (ENCLOSURE WILL ALSO CONTAIN A
STORAGE BUilDING AND (1) LONG
TERM B!CYCLE PARKING SPACE THAT
WILL BE "CREENED BY ENCLOSURE)
= 208 sq. ft.
= 9'-9"
- ABBYIS ENCLOSURE FOOTPRINT
- ENCLOSURE HEIGHT (TYP.)
VEHICLE PARKING REQUIREMENTS:
PARKING SPACES REQUIRED:
- SONIC (1746 sq. ft.):
- ABBY'S (3749 sq. ft.):
PARKING SPACES PROVIDED:
- STANDARD SPACES
- COMPACT SPACES
- ADA ACCESSIBLE SPACES
- DRIVE-IN SPACES (SONIC)
BICYCLE PARKING SPACES REQ.lPROVIDED:
- SONIC:
- ABBY'S:
= 54 SPACES (TOTAL)
= 18 $PACES
= 38 SPACES
= 69 SPI'GES (TOTAL)
= 35 SPACES
= 13 SPACES
= 3 SPACES
= 18 SPACES
= 2 SHORT TERMI1 LONG TERM
= 5 SHORT TERM/2 LONG TERM
LANDSCAPINGIIRRIGATION PLAN:
SEEAITACHED LANDSCAPE/IRRIGATION PLAN BY DLA,INC, FOR LANDSCAPE DETAILS.
VEGETATIVE SCREENING IN ADDITION TO THE PROPOSED 8' WOOD FENCE WILL BE PROVIDED
ALONG THE SOUTH PROPERTY LINE AND WILL BE A MINIMUM OF 6' HIGH IN 4 YEARS.
DRIVEWAYS:
(2) EXISTING DRIVEWAYS ON OLYMPIC STREET WILL BE UTILIZED FOR THE NEW DEVELOPMENT
COMMON OPEN SPACE:
NONE
GENERAL INFORMATION:
OWNER:
POLEN FUTURES, LLC
2197 OLYMPIC STREET
SPRINGFIELD, OR 97477
APPLICANT: ABRE, LLC
1960 RIVER ROAD
EUGENE, OR 97404
SITE LOCATION: LANE COUNTY, OREGON
T 17 S, R 03 W, SECTION 25-42
TAX LOTS: 500,600,700,800,900
STREET ADDRESS: 2005 OLYMPIC STREET
SPRINGFIELD, OR 97477
ZONE: MAJOR RETAIL COMMERCIAL (MR)
PARCEL(S) AREA: :t1.25 ACRE
LEGEND:
T
NEW LIGHT DUTY HMAC PAVING - SEE PLAN
NEW HEAVY DUTY HMAC PAVING - SEE PLAN
NEW PCC PAVING (DRIVING AREAS) - SEE PlAN
NEW HANDICAP ACCESS RAMP - SEE PLAN
NEW SITE CONCRETE - SEE PLAN
NEW LANDSCAPING - BY OTHERS
PROPERTY LINE
EXTG.UNDERGROUNDTELEPHONE
NEW UNDERGROUND POWER, CAlV, & PHONE
EXTG. UNDERGROUND POWER, CA lV, & PHONE
EXTG. NATURAL GAS
NEW NATURAL GAS
EXTG. SANITARY SEWER
NEW SANITARY SEWER
EXTG. DOMESTIC WATER
NEW DOMESTIC WATER
NEW FIRE WATER
EXTG. PRIVATE STORM SEWER
- NEW PRIVATE STORM SEWER
EXTG. FENCE
NEW FENCE
NEW BUILDING
EXTG. BUILDING
EXTG. STRIPING
NEW STRIPING
EXTG. EASEMENT (AS NOTED)
SYMBOLS (EXISTING):
@ SANITARY SEWER MANHOLE
fa SANITARY SEWER CLEANOUT
@ STORM DRAIN MANHOLE
r8l CATCH BASIN
)E( POWER METER
G) PHONE MANHOLE
II T TELEPHONE RISER
~ WATER METER
H WATER VALVE
.. FIRE HYDRANT
o EXTG. BOLLARD
.JL EXTG. SIGN
[] GAS METER
lZl SIGNAL CONTROLLER
~ TEMPORARY BENCHMARK
CO.1
SITE PLAN
UTL
UTL
G
GAS
--88
SS
NEW GRADE SPOT ELEVATION
I8J CATCH BASIN
. NEW ATRIUM CATCH BASIN
@ STORM DRAIN MANHOLE
@ SEWER MANHOLE (GREASE TRAP)
@ CLEANOUT TO GRADE
~ ROOF DRAIN CONNECTION POINT
I.S=@ NEW ON-SITE LIGHTING (BY OTHERS)
[g] NEW POWER TRANSFORMER
ABBREVIATIONS:
ie INVERT ELEVATION cb CATCH BASIN
CO.2
FF FINISHED FLOOR ei CURB INLET
ae ASPHALT SO STORM DRAIN
C1.0
cone CONCRETE mle MATCH EXISTING
C2.0
UTILITY PLAN
U.N.O. UNLESS NOTED OTHERWISE sw SIDEWALK
OSD OREGON STANDARD DRAWING fI FLOW LINE
CSSD CITY OF SPRINGFIELD STD. DWG. (E) EXISTING
SUBSD SPRINGFIELD UTILITY BOARD STD. DWG. (N) NEW
IMPACTED AREA:
:t1.25 ACRES
EXISTING USE:
DOLLAR TREE (OLD MOVIE THEATER)
SONIC DRIVE-IN, ABBY'S PIZZA
PROPOSED USE:
PEAK # EMPLOYEES: SONIC: 12
ABBYIS PIZZA: 10
STORM:
CITY OF SPRINGFIELD
WATER:
SPRINGFIELD UTILITY BOARD
SANITARY SEWER:
CITY OF SPRINGFIELD
EXISTING DRAINAGE: THE MAJORITY OF THE EXISTING DEVELOPMENT IS COVERED WITH
IMPERVIOUS SURFACES. A LARGE PORTION OF THE SITE DRAINS EAST THROUGH THE
BANK PROPERTY, UNDER OLYMPIC STREET, AND OUT TO THE ADJACENT CANAL. THE
HEMAINING AREA OF THE SITE DRAINS WEST THROUGH THE AARON'S FURNITURE
PROPERTY AND OUT TO THE ADJACENT STORM DRAIN SYSTEM IN OLYMPIC STREET.
PROPOSED DRAINAGE: THE PROPOSED DEVELOPMENT WILL HAVE A NET DECREASE IN
IMPERVIOUS SURFA~ES. PROPOSED DRAINAGE PATTERNS WILL MIMIC THE EXISTING
CONDITIONS DESCRIBED ABOVE. VEGETATIVE PRE-TREATMENT METHODS WILL BE USED
TO COMPLY WITH THE STORMWA TER REQUIREMENTS. SEE DRAINAGE STUDY FOR
FURTHER INFORMATION,
SURFACE MATERIAL: ALL PROPOSED PARKINGIMANEUVERING AREAS WILL BE PAVED
WITH ASPHALT CONCRETE OR PORTLAND CEMENT CONCRETE PAVEMENT AS NOTED.
WALKWAYS/PATIOS Will BE CONSTRUCTED WITH CONCRETE.
--w
W
FW
SD
-
x
X
SYMBOLS (NEW):
CIVIL SHEET INDEX:
CO.O SITE CIVil COVEA SHEET
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PROJECT NO:
DRAWN:
CHECKED:
DATE:
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07/31/08
EXISTING CONDITIONS, DEMOLITION, & ESCP
GRADING & DRAINAGE PLAN
C3.0 SITE CIVil DETAILS
C3.1 STANDARD DRAWINGS
CITY APPROVAL:
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SPECIAL ZONING DISTRICTS: DRINKING WATER PROTECTION OVERLAY DISTRICT (DWP).
A DRINKING WA TER PROTECTION EXEMPTION WAS OBTAINED FROM THE SPRINGFIELD
UTILITY BOARD ON JUNE 30, 2008.
I EXPIRES: 6-30-09 I
SITE CIVIL COVER
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COLLECTION/OVERLO~ FAC.ILlTY
BEYOND
CONCRETE CURB - SEE PLAN
FOR LOCATIONS
~c.oNCRETE PAVING
(SEE PLAN FOR LOCATION)
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VARIES
SYiALE BOlIOM
VAR.IES
SEE PLAN FOR VilDTH
12" MINIMUM PLANTING SOIL DEPTH
CVA
PROPOSED ABBY'S
PIZZA BUILDING
3:1 MAXIMUM SIDE SLOPE
~
3:1 MAXIMUM SIDE SLOPE
PROPOSED SONIC BUILDING
NOTES:
~IDE 12"x12" C.LEAR. FLOY" AREAS
AT CURS OPENINGS INTO S.I^lALE
2. SEE CIVIL ENGINEERS PLANS FOR.
ADDITIONAL INFORMATION.
2NYS
3 NADC
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9PLO
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SECTION
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(( )Ef
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AD.JACENT BUILDING
OR EDGE OF PLANT BED
ROOF STRUCTURE
5 RHU
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STORMY'tATER PLANTINGS
(...IE UNLESS NOTED OTHE~ISE)
EXISTING TREES ON
AD...IACENT PROPERTIES
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DUE TO UTILITIES, ROOF OVERHANG AND EXISTING
TREES ON AD.JACENT PROPERTIES, NO CANOPY
TREES ARE PROPOSED IN THIS PLANTING BUFFER
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STORMY'tA TER PLANTINGS
(CAO UNLESS NOTED OTHE~ISE)
LANDSGAPE GUIDELINES
GROUNDCOVER SPACING DIAGRAM
SECTION
SPACING "D"
9" O.C.
6" O.C.
GI" O.C.
12" O.C.
15" O.C.
RO~"A"
2.6"
5.2"
1.8"
10.4"
19.0"
SPACING "Oil
18" O.C.
24" O.C.
9O"O.C.
96" O.C.
48" O.C.
ROV'f "A"
15.6"
20.8"
26.0"
90.0"
41.5"
A. SOIL PREPARATION
PLANT BEDS
1. FINISHED ELEVATION OF SUB-BASE TO BE 24" MINIMUM BELO~ FINISHED GRADE.
2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8" MINIMUM PRIOR TO PLACEMENT
OF TOPSOIL.
9. PLACE 24" MINIMUM OF TOPSOIL OVER. TILLED SUBGRADE. ADD 4" OF ORGANIC
MATERIAL AND 15-5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER
1000 SF. ROTO-TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8" MINIMUM.
4.PROVIDE 9" OF SHREDDED FIR BARI< MULCH OVER ALL PLANT BEDS.
5.PROVIDED "SPADED EDGE" TO SEPARATE ~NS AND PLANT BEDS.
GROUNDCOVER
(AU UNLESS NOTED OTHE~ISE)
GUY ~IRE
CONIFEROUS TREES
GROUNDCOVER
(FG UNLESS NOTED OTHE~ISE)
SHRUBS
.
N.T.S.
GROUNDCOVER
(CVA UNLESS NOTED OTHE~ISE)
SITE LIGHTING
(APPROXIMATE LOCATIONS)
TREES
ALR 1;3
FRPC [:)
NY5 ;3
PYC 5
Z5GV ;3
SHRUBS
AJ q
AUC 6
CAJP 12
casl 64
casK '11
EUAC q
Ice. ;32
MAC e
NADC 1;3
NADL 46
PHF 4;3
PLO ;35
RHU 5
VID 00
B. PLANT MATERIAL
1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED.
2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT.
9. PLANT LAYOUT TO BE APPROVED BY LAND5c.APE ARCHITECT PRIOR TO
INST ALLA TION.
ST AI<E5 AS SPECIFIED - EVENLY SPACED
(2) EACH ORNAMENTAL/CONIFER-TREE
(9) EACH SHADE TREE
COMMON NAME
REMOVE BURLAP FROM TOP 1/9
OF ROOT BALL
Red Alder
Clmmaron Ash
6lac.k Tu 10
Chantlc.leer Pear
Green Vase Zelkova
2"c.a1.
2" c.al.
2" c.al.
2" c.al.
2" c.al.
GRASSES, GROUNDCOVERS AND PERENNIALS
AU
CVA
CAO
FG
JUE
24" O.c.. Arc.tost h los uva-ursi
20" o.c.. Calluna vul arls 'Aureafolia'
15" O.c.. Carex obnu a
24" O.c.. Festuc.a lauc.a
SO" o.c.. .Junc.us effusus
Kinnlklnnic.k
Aureafolia 5c.otc.h Heather
510u h sed e
Blue Fesc.ue
50ft Rush
IRRIGATION SYSTEM DESGRIPTION
1. IRRIGATION DISTRIBUTION COVERAGE TO BE HEAD TO HEAD.
2. SEPARATE ZONES ~ILL BE PROVIDED FOR ~N AND SHRUB AREAS.
9. SEPARATE ZONES ~ILL BE PROVIDED FOR NE AND SY'i EXPOSURES.
4. COVERAGE AT PIPING Y'iILL BE 18" MIN. AT MAIN LINES AND 15" AT LATERAL LINES.
5. INVERTED VALVE BOX SUMP Y'iILL BE PROVIDED UNDER EACH AUTOMATIC CONTROL
VALVE. VALVE BOX HOLES TO BE LINED Y'iITH FILTER FABRIC.
6. BACKFLOY'i PREVENTER TO BE LOCATED IN Acc.ESS '..JUMBO' VALVE BOX ~ITH
DRAIN TO DAYLIGHT.
i. 3" SAND BEDDING Y'iILL BE PROVIDED BELOY'i ALL PIPES.
8. ISOLATION GATE VALVE ~ILL BE PROVIDED BEFORE EACH AUTOMATIC CONTROL
VALVE. (NIBCO T-119 OR APPROVED)
'1. MANUAL, BRONZE DRAIN VALVES ~ILL BE PROVIDED AT MAIN LINE LOV'i POINTS.
10.SPRINI<LER MODELS TO BE: RAIN BIRD 1806 HEADs OR. NETAFIM DRIPLlNE TUBING IN
SHRUB AREAS AND RAIN BIRD 1804 HEADS IN ~N AREAS.
11. AUTOMATIC CONTROLLER TO BE RAIN BIRD ESP-MC.
12. AUTOMATIC CONTROL VALVES TO BE RAIN BIRD PES OR. DVX SERIES.
19. VALVE BOXES TO BE Acc.ESS (AMETEI<) ~ITH GREEN LIDS AT ~NS AND BROY'lN
LIDS AT PLANT BEDS.
14. MAIN LINE PIPING TO BE 5c.HEDULE 40 PVC.
15. LATERAL LINE PIPING TO BE CLASS 200 PVC.
16. SLEEVES TO BE 5c.HEDULE 40 PVC. (6" DIAMETER)
11. MINIMUM PIPE SIZE TO BE 9/4".
NOTES
a:
o
-C
CD
--
'f-
0)
C
--
'-
C-
OO
+-'
Q)
Q)
'-
+-'
00
o
-a.
~
-
o
III liS
U) a ()-
<( ltf lL ~
Z ~.
DATE: 15 FEB 08
REVISONS:
02.22.08
07.05.08
08.20.08
matc.hin . full
matc.hln ,full
matc.hln ,full
matc.hin . full
matc.hin . full
matc.hln . full
matc.hln ,full
matc.hin . full
matc.hln . full, staked
matc.hin . full
matc.hln . full
matc.hln ,full
matc.h in . full
matc.hin , Full
NOTE
MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, . AND ROTATE TREE
TO FACE NORTH AT THE SITE ~HEN EVER POSSIBLE.
o 5 10 20
SCALE: 1-=20'-0-
NORTH
[A-1
Original
DLA lac. COPYRIGHT 2008
CURB ON
ASPHALT
f'~"
~\..Of'~,. '2."
~~ ~OO-r
MULCH AS SPECIFIED (2" CLEAR AT TRUNK)
THE VEGETAnVE SYVAL/3 SHALL BE FULLY VEGETATEJ:) JlVITH ALL SPECIES
ESTABLISHEO PRIOR TO ISSUANCE OF THE TENTAnVE OCCUPANCY BUILJ:/ING PERMIT.
AL TERNA nVEL Y; IF THIS CONOlnON CANNOT BE MET, AOOlnONAL INTERltv! EROSION
CONTROL//IVA TER QUALITY MEASURES ACCEPTABLE TO THE PUBLIC JlVORI<S
OEPARTJvIENT JlVILL BE REQUIREJ:? THA T JlVILL SUFFICE UNnL SUCH nME AS THE SJIVALE
VEGETA nON BECOMES FULL Y ESTABLISHEJ:?
t=-=
o
W
J
o
a:
a..
rox. 6 ft.
rox. 6 ft.
rox. 6 ft.
rox. 6 ft.
rox. 6 ft.
GONCRETE ~K OR CURB
t::
'E
~
N
PLANTING SOIL
SUB GRADE
LANDSCAPE PLAN
rlJl
COMPACTED TOPSOIL
(BELOVi ROOT BALLS ONLY)
40
80
ffi
DWG NO.
matc.hln . full
matc.h In . full
matc.h In ,full
matc.hln ,full
matc.hin . full
TREE PLANTING AT PARKING AREAS
SECTION
SCALE: 1/2" = 1'-0"
f3
~
/,//0" /'1
,///../ . /.<,,:~"C;;jiJi~:........Q)
/' ~,/.. <) .:.. .. ."....l~
//////;~;~:,'.:':,.:...t>'>~;:~:7'
"'1 .......,... ,. .'%7;'"" . . """'? . . ", . . ,. /. . J ;?'
;.,;~ k~?~~~~:;- /.L"(~~~~::"';~:_~.." -(,....:~"'-;:....... ...... .... . :....;f,/ :. ..~~;':"?":
. %-;p'" .....u,(.. '-. . r', . r. /. .' ,.~..v .........
,"~.f;!i~/ / ,/}<.~~:~~~~ i>I<~.;>rc:S~:" //'~"."
25 Mill. RadiuS - / / L.......~::........ ,:<7/./ ...~'
/ / t.r'" "'...".../ ..h ~ ./
~ ,I /.~ ~,:""''''?'' ........'2'
Aggregate- . / AW< ~",/ ''''v ...~ ~/ \.V
/ W ".or '....,
Suberad&geotBxIiIe./1 /.t '."'.....
c:
c;I)
~
8
i
~
g
o
~
0::
~ei
51:;;
<:)~
...."
~~
CI ASS l:!\l:
LOAD F ACTOF. ::.0
ENCj\S~l.I[tr ~A" 3E r~L1~e
T3 fJL HE\CIi WIfJ'i
1 tiLth Ilt
....... 8;+6" Itltl. .....
PIPE ZO'lE MATERIAL
SHALL BE;
SANlTA~Y SEWER
T GfT JOINT rWf
rlAsnc P l'f
m. Rr:CK
film!)
:;,4.'. D
CRlJSHE& ROCK
STORM SEWER
OPEIl JOlt.t:~ P PE
PE;fORATED "II';:
l
--!cUt-. J IW':;",
( p~ roCK )
3/6" tAli. OW.DEe
3/.:.. 1.1,,)(. D AIAFlFR
~
~
(I
30.
6~. +
i~=
,
LOAD fACTORS
rn:urORCEO P = 1.00" - 4.8
P.EItI~ORCEO P = O.4Q$i - 3.4
PUIN 2.5
CI ASS :'Al:
i
PIPF 70\f
St.:. GHA~I
}.30VE
J:~ -
f) -
II -
P -
WI:> Dl UlAUl lR IJl I:n'l
t.ICI.lIVJ. PIP:: SIIE
FIL 3::_0\'1 ::lIP:: (SE TA3lE)
J..~::" (if IP~t,S\SRSE STEE- N - 'iE CP~LE
OR .\RCH EXPRESSED AS. A P::RC::WAGE Of AF.EA
or '::Ol,c,n:: :.T tNERl CPo CP.OWW.
-'.ELE Cf filL )~PT-
RF (l\\' PIPF
I)
.,
, Jj
""
i ~
,
i
1I
i.iIfffiUi.1
:5"
i'
5-
'I: Ri:\,:J':na ~. Err .R-; .'.P~:; C1Ti' OF" SP Ri1'\t"".; P1BLTJ E'!:'. \IDA ~i)
DBPT. OF .Pt:In!C YlORKS TY?ICAL ~.!. r,u.;c;
m!r. rmH ffi'f<!"!F:'1' PIPE ZONE AN!) PIPE BEJDING 4-17
SFl'U"'GFli7.D. OR. ll?H""t
FLE: ~.CWC
.,
CURB STREET
~ 3" CONDUIT SIW.L .or BE II<STAUal
LOWER THAN WATER MAIN
3- COHOOIf SHAll EXtEND FROM
R/W TO R/W WHERE POSSIBlE,
METER BOX PLACED BEHIND SIDEWALK (WITH PARKSTRIP) NOWHERE LESS THAN 3' BEYOND CURB OR SW
CURB STREET
METER BOX PLACED IN PARKSTRIP
~ $' OONDUIT SHALL NOT BE lNSTAI.LED
~ THAN WATER MAIN
:r' CONDUIT SHALL EXl'END FROI.A
R/W TO R/W WHERE POSSIBLE.
NOWHERE LESS 'THAN 3' BE'roND CURB OR SW
CURB
.,
STREET
36" MIN
3" PVC PIPE
SCHAD CONDUIT "-
OR SDR11 HDPE . .............. 3'" CONDUrr StWJ.. NOT BE INSTAU.ED
lOWER TtIAN WATER MAIN
3" OONDUIT SrwJ.. EXlENO FROM
R/W TO R/W WHERE POSSIBLE.
METER BOX PLACED BEHIND SIDEWALK (NO PARKSTRIP) NOWHERE lESS 1lWI 3' BEYOND CURB OR SW
DRAWN BY EJN SPRINGFJELD UTILITY BOARD DAlE 1/4/00
APPROVED KC METER BOX PLACEMENT SCALE NONE
REVISED 08/03/07 DRAWING ., Ffl1 DEB9
Connect Geotaxlje end by . ~
"Post spacing overlap- << ,
"Turned ends' (See RD1 040)
Flow
~
~
i
d
E
i
NaIes:
CD ~~:. _ for kloo than 1 sere El>IPosed soli
lOa' min. .forgrea:terthan 1 acmexpOO&d601I
@ Wldll1:
20' . orv.4dfh of axle- approadl. \IIhlcl1_
is greater.
@~
Bury geotaxtile and wire
1T1Iml8 min. of 6'
NOTE: All _ nl_rlIIIIpltt8ll bli>1II_1I1COW1ll1
:MtlJflil1t~_n:lSJlOlClll_
NOTE: This plan is not lllegi!J
eng!1leerfng dOWment bUt an
~ dupIlrokJ. Thq (lI1g1na1
signed by the ~8fld
<<JPltMd for f)Utl/fcctbD /$Io)pt
an fife at lh8 OIflfJOn Departmerd
cf T)arn;p0lfatbr1 A CC{1'I may b()
obtl1iflt:d upon request.
OREGON STANDARD DRAWINGS
CONSTRUCTION EN1RANCES
a
o
.....
o
2002
/ll;V\~~
w,,~ UtoSCltl'I!Cl\
Effective Date: November 1, 2007 . May 31, 2008
rd1000
~ . ...' ' '" """'...'" \ ~ '""') 1 Ii: : : : ~"""'Y>>>::~'. ,~~~;;:'~ .-'
_ ~:?2::;'i:!i{fr~:~12s~;;l;1(,~..,~./~~J ~ >;" ,'''ke :", /-.,
- ~ l:J f!r~:.:;-~~;~~!,-~
o i5 f;; ,~~,~\ r',Y ~~_~___m__ W
2i l~~~ t~,~~ l ~
~ fA~V i ;!~~i)i ~
-'. . "A ,~,")i":',
~ L:~::~~:~::~~tf.;:4;,~~~.. _ A~~~{(
:z: iJ1N1MU~ ......,..~;.:;,:,.:.'...~';r;~,r-~.~? ffl<",
.....I l'v':...';J:.;:...' :::,. 1 \;5...",
1= B~'; ~ -~~:.~, $ I~/?~~
e:i j: : ~ J_ '~..;? y~' ~j~;
a.. ! ~'>:'l;""" ";~0"'>~ ./>.,>~~~.... ;//~).
o ~-::Z"'/~V'S?(L~v'-;10~,/~' 'L. /'..<.
g: "-~,(~~Y:.,~~ ..//~J:.~~ ~; ..~.~"
LJ
:z:
-'
~
=
LJ
c-
o
=
c-
WHEN CON\ECTlNG TO EXlSTll\G U\fE
WAIN JHE SHAlL B~ CORE DRllLEC ON TOP
OF P PE AHG CONNE:::TlO\l SHILL BE MADE
ON TOP Of PIPE Will. A \.l[Cl-ANICAL CO\N~CTOR
SUCH AS TH:: INSERT -A- TE CONNECTOR.
TAP SHALL ElE ..r OIA. F MAIN UHE IS 6" Dill.
WOOD ST~Kr
TIEATD 2X4
P~JI{fEC WHit
MAR<It..G eND cr /.L
HOUSE SE=tVICES
S::E STD. DWG.
~-'9, SURfllCE RESTOP.ATION
.'1
~~ ,;',:;~~;",~~ '~~Y; ..,...,.....,.. ".....,......"V'".,""'~,~{;':'>.~; .'.....,~~"";..,.-;"t....I
r.~~~,~...,~/,;....'h;~~0'~'; :>/ : ~~~~~';~~>: J.'; '.>::::~~: ;};:~~:: ~~~. ~~Y~f;~\;~':5
.~~.(.v~~ 'o~ ',I:?;;~S~J- '!.~~~. ~~~~~~~~.d ~~~,~';L~C:~;~~;><.~~:::.:.> '.!."~
:'1 ,,"..- '~,,"'V ~J~~" ~...~ ~
L<J j' S}~~1 w:;~ If
S t. ~""~ '~"<'\ 0
f~~::~~~~tti~~,1~~~, i~5~lt:r.~~~~:~::: ~i
~ ~"0 7f'\J '~I ~/0P ~
u f"/ '\.... ~ @;':::J
::r: ~ <R '~.-d ~:: ~' SEE STD. GWG. l-
. . ...., "'_M77:-..-"'l.~..:i'---"-"'~'M-"" ... '''>' :z
";.;;J~~~~~>.~~;.fj,~U~~ri 4-1, PIPE EEDDIHG lJ..I
::-OR 3EDOI't8 ~
iEOUIP.E\ENTS i1i
[lEPTI-S MID ) r.!ENStCNS
SAME AS DRAWI'JG ABOVE
1\-1 :.I?NAII:.
INSTAlLATION
" 1# VI:-;.'\ LP I lCi "-I" CITY OF SPRINGFIELD
~..I.\fDA~
DE!'J. Or' Pt.:i:!l.1C '!!OilKS HOUSF. SFRVICF' Cot'JNF'CTIONS DaAttu.;G
~'j tiJ'-U: ~ TO L1l. TERAL 4-6
:>FJU1i~Frj;r.D. OR. :::n+ r(
ISSUE DATE
ADDRESS
CREW LEADER
DATE
THERE SHALL BE NO SPUCES OR
UNIONS IN NEW SERVICE UNES.
REFER TO TYPICAL WETER BOX LOCATION
DRAWING FOR PROPER MEfER SETTING lOCATION.
ALWAYS CONNECT TRACING WIRE FROM SERVICE UNE
TO W\lN UNE TRACING WIRE & INSULATE THE CONNECTION.
11' 516-1000 1" r-iETER BOX
2 1 519-1000 1" CORPORATION srop
3 1 519-1002 1" ANGLE STOP
4- 1 519-10Q.4. 1" METER COUPUNG
5 XXLF 567-0100 1. POLY PIPE
6) 1 591-_1 0 ~ x 1" CC SERVICE SADDLE
(NOT REQUIRm FOR DlRECTTAPS ON CAST IRON OR DUCTILE IRON)
7) 1 598-0100 1. DISK METER
8) 2 PLASllC STIFFENER INSERTS
9) XXLF TRACING WIRE
IF' PVC 10) 1 DIRECT BURY SPUCE KIT
IF AC 11) 1 MASTIC WRAP (USED FOR ALUMINUM TRACING WIRE)
CHARGE ALL TIME AND MATERIAl TO WORK ORDER #_601
DRAWN BY EJN
APPROVED KC
REVISED 10/12/07
SPRINGFlELD UTILITY BOARD
STANDARD 1 It SERVICE CONNECTION
DATE 1 J 00
SCALE NON!::
DRAWING fJ FFl1 DE7
Flow
Flaw
:~~:;::~;.~
JJJ
PlAN
Yetal sUli<e
r'
I
__ I
I
/ I
ELEVAllQN
sallMENT FENCE
TYPE 1
Flaw
1'..,-
1/
1
I I.
".~SIake
- Geotexdle on top
I 01 wirs mesh
II i Aggregate
I
I , Aggr. 12'
~'~~:_~-\:::{~i: \~~c~JI;,i:~~~ ~
Warer
Flow
Site CondlIOl1&
Wh6l1ll Tyj)$S
Are Appropriate
Are1J Dtain.
Soil
Area DralJ1.
Pawment
Ditoo Inlet.
Soil
Ditdllnlet,
PavamBnt
Gnllelnlal Alolll 0JrtJ.
Soi
INLET PROTECTION
TYPE
2 3 4 !i a
y y V Y Y Y
N Y Y Y Y N
Y N Y Y N Y
N N Y Y N N
N Y Y Y Y Y
"
.-Fasten wllameah and
geotextlla to Blakes
wilh5 hog rings or
wire lias pm ataka..
GnIIB Inial AlotlJ Curb, N Y Y Y Y N
PllIIiI'IIant
PREFABRICATED FILTER INSERT
TYPE 3
NoIB:
TypB 1 Sadim8ntFsncs
Typa 2 Geotexlilelwira meshl&ggregalo
Type 3 Prefabril::eled IiIUlr insert
Type 4 BIolllter bags
Type S Masonr,hlQgregale
TypeS Sod
NOTE: This plan is not II lBgaJ
Mglneedl!g dowmSnt /:IlIt Sit
c1ootronio dupflmtc. Tho original
Ngnedbythe ~arBntf
appravcd fer pubIicaJit'Jn Is kePt
an. at Iha Oregon Depertmerd
Df TransponarIon. A oopy may b9
DbIaint:d upDO request.
~Wire mwlt and SIiil(imenl
, fence geotElXllI&
FloW
GEOTEXTILE/'MREMESHlAGGREGATE
TYPE 2
Auw
Curb Opening Inlet, N N N Y Y y
Soil
~';:J:.;}'''~~
GfBl:8
Flow-.:. ,'. I .'. .... Flow
il5Rabcsr ---...,,~-' ,.......... l /." .~"...--- il5RebiU
Sewn 6'.... ......;.11 I II II 'Ii 1I..;..t ..... Sewn an
overlap "'~ ", /T' Q\ierlap
~~ --":--('\ t1
FiIIsr8d' GeotGXlile insert
Water
CUrb p~:::lnlet, N N N Y Y N
For IllIel ProleClioo Types 4 and Ii
see RD10t5 end ROt 020.
NOTE: AU mll10dsl R'ldl<ll:l'lanerslJlP.~aJ1 bo.o"~_1MIlh
:li<Ieur.-rt<:ngan _specm_t>
OREGON STANDARD DRAWINGS
INLET PROTECTION
flYPE1.U3)
2002
RS\I\~t;lNli
n.<lF nFSCIlIPllOl>
1A-tl!
Effective Date: November 1, 2007 - May 31. 2008
rd1 01 0
OVVLL ~
C~
IY~_
=-~JU/4.1
IL_
I~I
I"n....,
'I'rl p p~ \LJSI ~~
, III COR=::-CFiI_LED
,-,Jl CORE PLUG MUST
(=f'j BE RETRIEVED
~ I!'\
-I
'wi
-1
'I \ ~1J.'<~Ct\.~;I-II<O\
~11l. ~ ",,"\ H...._
~\~ ~~.........
Il?lr ~'<l~~:\ ~^~,~~~
It1... ::1 ~-,' ~)
.:, . fo'.....'
\o::::o;l. l:j:J 2-:'\I~J -::::s
~~~~~~~S-E~L 3A\D
;.-.~) 1.::-'
"\~ ~ ,,:,p.' . (I: ':
L \ r -=====:f: :j
r ~~ii
~ ~']
-, /~;~~~~:I
/\~ff{l:~~~=~ ----]
:(".....3.'- · --...._-",
."~~=3~:;
~L- --~~~
'I~~~?r~~- FY2 ,UB
.....:....::::::-~- ,..-
-"~. ~/ r'\ 50 L .< I lA, L L
.- I C A 1\ ,-!::. R"f/
.....,_ ~ ...)1"\,; \. \,
o T,A,P
'-- E'" rl
.'':~";'~ .lJ., ,L'
It. )1
.~,. f~---I~UI31311~ 13CCI
~~~~~AJ
-~.;::..=..~/
IIC p'!:\jl:;m~ M1E a~ ~:t. CITY OF' S'DRfl'':CF'ip.r.n
S"'ANmRD
mi,p'l'. QIi' flfjm.rc: l'lOf?T(S -YPICA_ .!)~l'Illi~
~5 FIT.'.l ~ PIPE CONNEC-IONS
lH'HL'IlX:.!::W. em. 1$1471 4-7
.~~
~~:;.~~
F.~2~~~:.:
M
~~-=--:;i
1/; 4;\
I t 'I 1\
I I '1 )1
l \1\ I
\ \ \, I)
,,> ~~
I'~';:
I ;
-~/'~;f;*\\
, I I' \\
( t II \1
I I II II
\ \ 1\ /1
\ \" \~J/
...."'...'~
{:'.~
,-_...'
~f
I I
i (
\ \
\....~
II
\ \
~ ,\"
~
~
A r~-Y-' ~",!IIjA
lC-:il-' '. ~~r' R~J
~. .~t..'j:::~. ...
II ~[.~ ...~,'
,; -';::l..~::~'(r': .... -BJo1Iltw bag
PLAN ~ -{:~;-::"^-
SECTION A-A
SlEke .
,~' .... .,---Bogrr_
J:.~~r~J ~~~
i
o.d
E
i
DITCH INLET
\ :~iF\'+~~r-:j;:.lti.'t! \. r Ilf::r~ '~;.i:::T~' ·
. . 11~. "u:.~ryr;-rr.l l:t:'-q:. ~~;:':\u~~~
'~i~;.m!Jii !~~.. _ ..,.",...,...~.~.:f...;jlrtr!;= ~~:
. ....Il;=--t:.~ ~L;.lt,1.!..~.. i':,.:q~':'
~j I'..... ,,'"'-:;::'1" _~1:
. . t!=!!j:i- tll'{t.1ii.~'h~~_ ~i;"};,
BlOfilterbe1g ---.....~.IQ..~ ,.t::t'C\..~;>~.=::dt.,
r~~~~~~?:~~~;~~V~~
'1~J~~".:wa:.~~~
~~~T-f;~~~
~rr~
'~.=:;...:?, I ~1i:!l~ ~:...~I""'!i;"iT~T i~~' .~"L'\
~I ~tiJl.l.."i'J"~ ~r~f~0~~~~~J]
'~[~:J.iW:.:l,'f-f'B1~: .~~~;':~!
~'~i:~-~t:',~ ~1'I1.4.n\~'=.;i~i
~: '.' ..:t.!. III11 l-jj.;:1:; t :t~
~~~1 ~~~~J,,:
FIOw- ~..!", Po' ~.!.i~\i"'L~H :~'_..7..~~~ "'-.-' - Flow
1,,-1-,. 1='~11 trlti.'.rl~""1.:1
~ -;:u..... ~ Jtf!:li'~ fur..A'l
. h:!...... 1-'" tl\., ..... ,1 C,; "" ;j':;-
1.....P""-'":t.'....... . """"-~~~... _ I..
.>.'o.l.....!~d:t "....:~...tJ ':iJ:..P'J~::iR.~,:...tt-. B"1ClliItar........
.1J1.;:t~ c....!,.......,. ....~'i!.nT,.ill~~t. .~"t:tr~. ",,1J. ......
qn'"'.t :ltUri5.? .....'.. Hr' .""T'-.~,.lt .....T
,.. ..:q"'::'1j,.-..-3:.it- -1~" -: ,.:.:,~.;:r;.;.,
.... . .' ',.", ~;:::. " :~.. . .'. ~:-' =.
~.Ii!,..:::..".Wial '-SUlkea
~r~iiItY1f:j
'. .L'~~ ~t....:J'
PlAN
CATCH BASIN
AREA DRAIN
a
o
.....
01
NaI:e;
1. use 2 stakeS pet bag. Slakes mav be
omitted if bags ars ~ on paIIlI1lI!Illt
B1lrface.
2. Ovtlliap aD bag joints 6".
NOTE: AlI..-" nl~wI"aJ1 bo.o"~wltt
':lMICUlIIIllt<:ngan_specm_t>
OREGON STANDARD DRAWINGS
NOTE: This plan is not II lBgaJ
Mglneedl!g dowmSnt /:IlIt BD
c1ootronio dup/ioo/o. Tho (lIiginal
Ngned by rm. ~and
appravcd fDrpub6catiDD is kept
anfl&at Iha Dragon ~
Dr'nanspartallr.m. A oopy may b9
Db1ained upDO request.
INLET PROTECTION
(TYPE 4)
BIOALTEA BAGS
2002
RE\IIlOt;lli6
nF~
EffectIve Date: November 1, 2007 - May 31. 2008
e::.
MOTE 5
.d
HOlE..
NOTE 7
2
:i
to
HOlE 5
ELEVATION
NOTES:
1 ~ Reduced pressure backflow assembly shall be installed in a location approved by
EWEB or SUB for their respective servioa area. and shall be above the 100-year
flood plain.
2. Reduced pressure baokflow assembly shall be installed horizontal and plumb.
3. All clearances apply to outside, in building, and vault Installation. Minimum
clearances for device assemblies 2 inches or smaller may be reduced provided
they are accessible for testing and repairing and EWEB or SUB approved the
variance for their respective service area.
4. Insulation - freeze protection to be insulation and/or heat source to keep endosure
ata minimum temperature of400 F (NFPA 13-4-5.4.1.1),
5. Assembly enclosure shall include a bore-sighted drain to daylight capable of
draining a full relief valve discharge (length of drain to be approved by EWEB or
SUB for their respective service area,)
6. Compacted gravel or undisturbed base.
7. Device enclosure ~ (E.G., meter box, irrigation control vault. or fabricated
permanent enclosure).
ITEM 1 = Approved reduced pressure backflow assembly including factory supplied
shut-off valves.
As required under OAR 333-061-0070 and the Oregon Plumbing Specialty Code, an
initial test performed by a State Certified Backftow Assembly Tester Is required at the
time of installation with copies furnished to:
1. The owner
2. The water supplier
3. The building official DRAWING#FF11 DE52
rd1015
LU
, ~
.
1 0
I >-
I
I IX)
C/)
:z
, C>
I U5
I ~
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07/31/08
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(2) 1/2" x 20" PLAIN BAR
DOWELS AT ISOLATION
JOINTS TYP.
2'-0"
(2) 1/2" x 20" PLAIN BAR
DOWELS AT ISOLATION
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ISOLATION JOINTS @ 30' D.C.
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PROVIDE CONTRACTION JOINTS @ 10' D.C. & 3/8"
ISOLATION JOINTS @ 30' D.C.
@ ~4~~1~ & GUTTER(PRIVATE}
RIM ELEVATION (PER PLAN)
AC/CONC. PAVING -
SEE PLAN
J 12" J~ 1/2" PRE-MOLDED JOINT FILLER
@ ~~~~NSIONJOINT DETAIL
Q ~29~!ROLJOINT DETAIL
DIRECTION OF FLOW
TERMINATE REINFORCING
2" FROM SLAB EDGE TYP.
L .. ALL JOINTS S.HALL B. E S. EALEDIFILLED
WI 'SONOLASTIC Sl-2' (OR ENGINEER
APPROVED EQUAL) INSTALLED PER
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WI 'SONOLASTIC SL-2' (OR ENGINEER
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MFG. SPECS.
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REINFORCING CONTINUOUS
THROUGH JOINT
ADS 'NYLOPLAST' 18" DRAIN
BASIN WI ATRIUM GRATE
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'X'
(VARIES - SEE PLAN)
(2) #4 CO NT
4" THICK FIBERREINFORCED CONCRETE
(F'C = 3500 PSI, 4" SLUMP, 6% ENTRAINED AIR)
2" - 4"
U.NO.
lANDSCAPE PLANTER ~
r NEW STD. CURB PER
DETAIL '2/C3.0'
r NEW PAVING
(SEE PLAN)
l ALL CONCRETE TO BE PLACED OVER 6" MIN. LAYER OF 3/4" MINUS
COMPACTED CRUSHED ROCK OVER COMPACTED STRUCTURAL FILL
OR FIRM, UNDISTURBED, NON-ORGANIC NATIVE MATERIAL -
SEE SITE PREPARATION NOTES FOR ADDITIONAL INFORMATION
PROVIDE CONTRACTION JOINTS @ 10' D.C.
& 3/8" ISOLATION JOINTS @ 30' D.C.
(COORDINATE WITH PLAN)
STD. ON-SITE SIDEWALK SECTION
1/2" = l'
3/4" DIA. HOLE, THROUGH EACH END
TYP.
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4" THICK FIBER REINFORCED CONCRETE
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LOWERED STD. CURB
PER DETAIL '2/C3.0'
P. NEWPAV.ING
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1 1/2" 0.0. x 0.20 WALL
STEEL TUBING
STANDARD CURB PER
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SEE DETAIL ABOVE
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OR OVER FIRM, UNDISTURBED, NON-ORGANIC NATIVE MATERIAL -
SEE SITE PREPARATION NOTES FOR ADDITIONAL INFORMATION
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MIN 3" PENETRATION TYP.
@ ~T~ANDARDCURB CUT
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STEEL TUBING
3/8" STEEL BASE PLATE.
SEE DETAIL RIGHT.
PROVIDE CONTRACTION JOINTS @ 10' D.C.
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APPROVED CASTING WI TEXT PER
PLAN
24"0 x 8" 4000 psi
CONCRETE COLLAR
FLUSH WI FINISHED AC
SEE PLAN FOR
FINISHED GRADE
@ ~T~ANDARD CURB & GUTTER CURB CUT
8" 'HOPE' CLEAN OUT
RISER TO GRADE
8" 'HOPE' 450 BEND
CONSTRUCTION NOTES:
(f) 1103.2.3 - DETECTABLE WARNINGS (IBC)
CURB RAMpS SHALL HAVE DETECTABLE WARNINGS THAT SHALL
EXTEND THE FULL WIDTH AND DEPTH OF THE CURB RAMP,
INCLUDING SIDE FLARES, COMPLYING WITH SECTION 1109.16 OF
THE CURRENT IBC.
1109.16 - DETECTABLE WARNINGS (IBC)
DETECTABLE WARNINGS ON WALKING SURFACES SHALL
CONSIST OF A DIAMOND PATTERN W/1/8" -to- 1/4" GROOVES
CREATED WITH AN EXPANDED METAL GRATE, OR ANY OTHER
APPROVED METHOD THAT PROVIDES EQUIVALENT
DETECTABILlTY.
PROVIDE APPROVED SilT TIGHT
PLUG AT 'END OF LINE' CLEAN OUTS
DIRECTION OF FLOW
MAINLINE PER PLAN
STANDARD CURB PER
DETAIL 2/C3.0
TYP' SIDEWALK PER
DETAIL 6/C3.0
@ ~;~~M DRAIN CLEANOUT
PARALLEL SIDEWALK RAMP DETAIL
NTS
5
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PROJECT NO:
DRAWN:
CHECKED:
DATE:
G-0072-07
JTRG
JTRG
07/31/08
I EXPIRES: 6-30-091
SITE CIVil DETAilS
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GENERAL NOTES:
1. ALL FIRE LINES TO HAVE A MIN. COVER OF 3'.
2. REFER TO ELECTRICAL PLANS FOR ALL SITE ELECTRICAL AND LOW
VOLTAGE REQUIREMENTS.
3. REFER TO LANDSCAPE PLANS FOR IRRIGATION REQUIREMENTS.
CONSTRUCTION NOTES:
(j) INSTALL 4" 0 03034 SDR 35 SANITARY SEWER LATERAL WITH CLEANOUTS AS
REQUIRED PER CODE (2% MIN. SLOPE). CONNECT TO EXISTING MAIN USING
EXISTING LATERALS IF POSSIBLE. EXISTING CONNECTIONS SHALL BE
INSPECTED PRIOR TO THEIR REUSE. NEW SEWER CONNECTIONS SHALL BE
INSTALLED PER CSSD#4-6 & 4-7 USING SADDLE CONNECTION. FINAL LATERAL
LOCATION TO BE DETERMINED BASED ON EXISTING LATERAL LOCATIONS.
(j) APPROXIMATE LOCATION OF SANITARY SEWER TIE-IN (SEE
PLUMBING/MECHANICAL PLANS FOR DETAILS).
@ PROVIDE UTILITY VAULT 576-GA OR EQUIVALENT GREASE INTERCEPTOR (1000
GAL MINIMUM). TIE INTO SANITARY SEWER LINES AS SHOWN. COORDINATE
VENTING REQUIREMENTS WITH MECHANICAL ENGINEER. USE MANHOLE
RISERS AS NECESSARY TO OBTAIN FINISHED RIM GRADES (SHOWN).
(J) INSTALL 24" GIBSON STEEL CATCH BASIN WITH 24" SETTLEMENT SUMP AND
OIUWA TER SEPARATOR (2- TYPICAL). INSTALL TYPE 4 INLET PROTECTION PER
OSD RD 1015 UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED
AND ASPHALT/CONCRETE/LANDSCAPING HAS BEEN INSTALLED - (2) TYPICAL
(i) CONNECT AREA DRAIN IN COVERED TRASH ENCLOSURE DIRECTL Y TO SEWER
LATERAL AS SHOWN (2- TYPICAL).
@ 2" GAS LATERAL LOCATION - GC TO COORDINATE WITH NW NATURAL FOR
CONNECTION. GAS LINE SHALL PROVIDE 920,000 BTU MINIMUM. ALL
TRENCHING AND BACKFILL SHALL CONFORM TO CURRENT NW NATURAL
REQUIREMENTS.
o 2" GAS LATERAL LOCATION - GC TO COORDINATE WITH NW NATURAL FOR
CONNECTION. GAS LINE SHALL PROVIDE 1,050,000 BTU MINIMUM. ALL
TRENCHING AND BACKFILL SHALL CONFORM TO CURRENT NW NATURAL
REQUIREMENTS.
(jJ
PROPOSED LOCATION FOR NEW GAS METER. COORDINATE EXACT LOCATION
WITH PLUMBING/MECHANICAL CONTRACTOR AT TIME OF CONSTRUCTION.
@
APPROX. LOCATION OF 4" FIRE LINE AND ABOVE GROUND FIRE VAULT W/FIRE
DEPARTMENT CONNECTION. GC TO COORDINATE CONSTRUCTION DETAILS
AND FINAL FIRE L1NENAUL T LOCATIONS WITH FIRE SPRINKLER CONTRACTOR
PRIOR TO CONSTRUCTION.
@!
EXISTING 3/4" WATER METER AND RP BACKFLOW DEVICE. 3/4" METER SHALL BE
REPLACED WITH 1" METER INCLUDING SERVICE CONNECTION (IF NECESSARY)
PER SUBSD# FF11 DE7 & FF11 DE69. GC TO VERIFY SERVICE CONNECTION SIZE
PRIOR TO CONSTRUCTION. INSTALL 1-1/4" REDUCED PRESSURE BACKFLOW
DEVICE PER SUBSD# FF11 DE52 WITH WEATHERPROOF ENCLOSURE.
COORDINATE WITH SUB PRIOR TO CONSTRUCTION.
EXISTING 2" WATER METER AND RP BACKFLOW DEVICE (TO REMAIN). INSTALL
WEATHERPROOF ENCLOSURE OVER RP DEVICE AND ADJUST TO FINAL GRADE.
INSTALL 1-1/4" ASTM D1785 Sch. 40 PVC DOMESTIC WATER SERVICE LINE (OFF
OF 1'~ METER) W/ SOLVENT WELD JOINTS FROM METER TO BUILDING.
INSTALLATION SHALL CONFORM W/ CURRENT U.P.C. REQ'MTS.
INSTALL 2" ASTM 01785 Sch. 40 PVC DOMESTIC WATER SERVICE LINE (OFF OF 2"
METER) W/ SOLVENT WELD JOINTS FROM METER TO BUILDING, INSTALLATION
SHALL CONFORM W/ CURRENT U.P.C. REQ'MTS.
APPROXIMATE LOCATION OF COLD WATER SERVICE TIE-IN (SEE PLUMBING
PLANS FOR FURTHER INFORMATION).
EXISTING FIRE HYDRANT LOCATION (TO REMAIN).
EXISTING POWER TRANSFORMER LOCATION (TO REMAIN). TRANSFORMER TO
BE UTILIZED FOR SONIC BUILDING. COORDINATE CONSTRUCTION DETAILS
WITH SPRINGFIELD UTILITY BOARD AND ELECTRICAL CONTRACTOR PRIOR TO
CONSTRUCTION.
PROPOSED POWER TRANSFORMER LOCATION FOR ABBY'S BUILDING.
COORDINATE CONSTRUCTION DETAILS WITH SPRINGFIELD UTILITY BOARD AND
ELECTRICAL CONTRACTOR PRIOR TO CONSTRUCTION.
EXISTING 8" WATER MAIN.
EXISTING TRAFFIC CONTROL JUNCTION BOX.
EXISTING 8" CONCRETE SEWER MAIN.
EXISTING GAS MAIN.
EXISTING TELEPHONE LINE. GC TO COORDINATE SERVICE CONNECTIONS
W/QWEST PRIOR TO CONSTRUCTION.
DEDICATE 2' PUBLIC UTILITY EASEMENT (BEHIND EXISTING 5' PUBLIC UTILITY
EASEMENT).
EXIST. 10' PUBLIC UTILITY EASEMENT
EXIST. POWER SWITCH ENCLOSURE TO BE REMOVED. COORDINATE
CONSTRUCTION DETAILS WITH SPRINGFIELD UTILITY BOARD AND ELECTRICAL
CONTRACTOR PRIOR TO CONSTRUCTION.
APPROX. LOCATION OF POWER CONNECTION TO BUILDING. COORDINATE FINAL
LOCATION AND CONDUIT DETAILS W/ELECTRICAL CONTRACTOR PRIOR TO
CONSTRUCTION.
EXTERIOR LIGHTING LOCATIONS. SEE SITE ELECTRICAL DRAWINGS FOR
DETAILS.
COORDINATE FIRE LINE GRADE WITH FIRE SPRINKLER CONTRACTOR AT STORM
DRAIN CROSSINGS.
SUPPLY EACH SIGN WITH A DEDICATED ELECTRICAL CIRCUIT PER THE SIGN
CONTRACTOR'S SPECIFICATIONS. COORDINATE WITH THE GC/ELECTRICAL
CONTRACTOR PRIOR TO CONSTRUCTION.
25
Original Submittal
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I 62.34 \ c;,)r.' 1'1 " h. . /' ~ne . . .. .' .' '. .' 17 -'.. , ,,>;,. . ~ 'HOPE' SO@O,4%" "{I'r<;:iJ<><-; ~};.<. " ~~ . \
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62.51 (me) ~I 62.31 --.\: ISW if ~ # 4 j b4 ~ ~ . ~,~ ci 61.95 2 ~ BUilDING FOOTPRINT * Q:II !~f: i{:)':: ! I,~ I lENDING OUTLET
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ALL ELEVATIONS SHOWN ARE BASED ON THE CITY OF SPRINGFIELD
DATUM, BENCHMARK #198 (PK NAIL LOCATED AT NE CORNER OF CURB
INLET AT 5E CORNER OF INTERSECTION). ELEVATION = 461.86.
40
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CONSTRUCTION NOTES:
\II
PROPOSED ASPHALT CONCRETE PAVEMENT AREA:
- 3" ODOT LEVEL 2 HMAC ASPHALT CONCRETE PAVEMENT
- 10" OF 1" MINUS CRUSHED ROCK BASE COURSE (WELL GRADED)
- MIRAFI 500X GEOTEXTILE SUPPORT FABRIC
PAVEMENT AREA SUBGRADES SHALL BE EVALUATED BY THE PROJECT GEOTECHNICAL ENGINEER
PRIOR TO PLACEMENT OF THE BASE ROCK. SEE GEOTECHNICAL REPORT & SITE PREPARATION
NOTES FOR ADDITIONAL INFORMATION.
(i)
PROPOSED PORTLAND CEMENT CONCRETE PAVEMENT AREA:
- 5" PORTLAND CEMENT CONCRETE WI#4 REBAR AT 18" O.C. (BOTH DIRECTIONS)
- 8" OF 1" MINUS CRUSHED ROCK BASE COURSE (WELL GRADED)
- MIRAFI 500X GEOTEXTILE SUPPORT FABRIC
PAVEMENT AREA SUBGRADES SHALL BE EVALUATED BY THE PROJECT GEOTECHNICAL ENGINEER
PRIOR TO PLACEMENT OF THE BASE ROCK. SEE CONCRETE NOTES (BELOW), GEOTECHNICAL
REPORT, & SITE PREPARATION NOTES FOR ADDITIONAL INFORMATION.
INSTALL CONCRETE CURB OPENING TO ADJACENT SWALE PER DETAIL '12/C3.0' (22 _ TYP.).
INSTALL CONCRETE CURB & GUTTER OPENING TO ADJACENT SWALE PER DETAIL '13/C3.0' (10 _ TYP.).
INSTALL 24" GIBSON STEEL CATCH BASIN WITH 24" SETTLEMENT SUMP AND CITY APPROVED POLLUTION
CONTROL DEVICE, OR APPROVED EQUAL (2-TYPICAL). ALL CATCH BASINS EXPOSED TO DIRECT PARKING
LOT RUNOFF SHALL HAVE OIL FILTRATION MEDIA INSTALLED PER CITY STANDARDS INSTALL TYPE 4
INLET PROTECTION PER OSD RD 1015 UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED
AND ASPHALT/CONCRETE/LANDSCAPING HAS BEEN INSTALLED - (2) TYPICAL
INSTALL 18" ADS 'NYOPLAST' DRAIN BASIN WITH SETTLEMENT SUMP AND POLLUTION CONTROL 'SNOUT'.
ALL BASINS TO HAVE PEDESTRIAN RATED 'ATRIUM' GRATE. SEE PLAN FOR RIM/PIPE ELEVATIONS.
INSTALL TYPE 4 INLET PROTECTION PER OSD RD 1015 UNTIL ALL CONSTRUCTION ACTIVITIES HAVE BEEN
COMPLETED AND ASPHALT/CONCRETE/LANDSCAPING HAS BEEN INSTALLED - (4) TYPICAL THE
VEGETATED SWALES SHALL BE FULLY VEGETATED WITH ALL SPECIES ESTABLISHED PRIOR TO ISSUANCE
OF THE TENTATIVE OCCUPANCY BUILDING PERMIT. AL TERNATIVEL Y, IF THIS CONDITION CANNOT BE
MET, THE OWNER SHALL PROVIDE AND MAINTAIN ADDITIONAL INTERIM EROSION CONTROllWATER
QUALITY MEASURES ACCEPTABLE TO THE PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE UNTIL SUCH
TIME AS THE SWALE VEGETATION BECOMES FULLY ESTABLISHED.
SEE LANDSCAPE PLAN FOR TYPICAL VEGETATED SWALE CROSS-SECTION. SWALE FLOW LINES ARE
PROVIDED AS A REFERENCE. INSTALL ''RIP-RAP'' OR EQUIVALENT AT CURB OPENINGS TO DIFFUSE
STORM WATER RUNOFF AS IT ENTERS THE BIOSWALE (TYPICAL). ROCK SURFACE SHALL BE SLIGHTLY
BELOW CURB OPENING. COORDINATE FINAL SWALE GRADES AND MATERIALS WITH LANDSCAPE
CONTRACTOR AND PROJECT ENGINEER PRIOR TO CONSTRUCTION.
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CONNECTION(S) TO EXISTING STORM DRAIN SYSTEM. CONNECT PROPOSED 8"0 HOPE PIPE TO EXIST.
8"0 CONCRETE PIPE USING "MAR MAC COUPLER" BY MAR MAC CONSTRUCTION PRODUCTS (OR
EQUIVALENT) PER MANUFACTURER SPECIFICATIONS.
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INSTALL 6" STANDARD CURB PER DETAIL '2/C3.0'.
INSTALL CONCRETE CURB AND GUTTER PER DETAIL '1/C3.0'.
INSTALL 113 LF. STANDARD CONCRETE CURB (1'-0" WIDTH) WITH CHAIN LINK FENCING ABOVE.
COORDINATE WITH FENCE CONTRACTOR FOR POST INSTALLATION PRIOR TO FORMING THE CURB.
@
@
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INSTALL 31.2 LF. OF 6"0 'HOPE' STORM LINE @ 0.5% SLOPE.
INSTALL 15.5LF. OF 6"0 'HOPE' STORM LINE @ 0.5% SLOPE.
INSTALL 4"0 (U.N.O.) SCHEDULE 40 PVC ROOF DRAINS (AS SHOWN). SEE BUILDING PLANS FOR FINAL
DOWNSPOUT LOCATIONS. .
SEE BUILDING PLANS FOR FOUNDATION REQUIREMENTS INCLUDING DRAINAGE SPECIFICATIONS.
INSTALL 6"0 STEEL PIPE BOLLARD (SEE SONIC BLDG. PLANS DETAIL '20/SD2').
INSTALL WHEELCHAIR RAMP - SLOPE RAMP 8.33% MAX. (INCLUDING SIDE FLARES WHERE ILLUSTRATED).
PROVIDE DETECTABLE WARNINGS PER SECTION 11 OF THE CURRENT IBC AS SHOWN (10 RAMP
LOCATIONS - TYPICAL).
TIE INTO BACK OF EXISTING CONCRETE SIDEWALK.
PROVIDE CLEAN OUT RISER TO GRADE WITH CITY APPROVED CAST IRON RING AND COVER WITH THE
LETTERS "0" OR "SO" MARKED IN THE COVER. CLEAN OUT TO BE CONSTRUCTED WITH 'HOPE' PIPE PER
DETAIL'10/C3.0'. INSTALL USING WYE FITTINGS/BENDS IN TOP OF PIPE FOR INlINE CONNECTION
(PROVIDE APPROVED SILT TIGHT CAP AT END CONNECTION). 5- TYPICAL
INSTALL CONCRETE SIDEWALK FLUSH W/ADJACENT PAVEMENT GRADES PER DETAIL '7/C3.0'.
SIDEWALK/CONCRETE PAVING & VEHICLE MANEUVERING INTERFACE SHALL BE FLUSH AND FREE OF
ABRUPT CHANGES IN HEIGHT. PROVIDE DETECTABLE WARNING PER CH. 11 OF THE IBC.
CONSTRUCT 6" CONCRETE CURB ADJACENT TO EXISTING LOWERED CONCRETE SIDEWALK PER DETAIL
'21C3.0'.
INSTALL 'HOPE' TEE AT SPECIFIED GRADE (SIZE AS NOTED) - 8 TYPICAL
SLOPE TRASH ENCLOSURE SLAB TOWARD CATCH BASIN (TRASH). SEE ABBY'S BUILDING PLANS FOR
TRASH ENCLOSURE/STORAGE DETAILS. SEE UTILITY PLAN FOR SEWER/CATCH BASIN DETAILS.
INSTALL CONCRETE SIDEWALK/PATIO PER DETAIL '6/C3.0' & '7/C3.0'.
MATCH EXIST. ASPHALT GRADE ALONG THE WESTIEAST PROPERTY LINES
THICKENED PORTLAND CEMENT CONCRETE PAVEMENT AREA (FOR TRASH ENCLOSURE):
- 8" PORTLAND CEMENT CONCRETE W/(2) MATS OF #4 REBAR AT 18" O.C. (BOTH DIRECTIONS)
- 6" OF 1" MINUS CRUSHED ROCK BASE COURSE (WELL GRADED)
- MIRAFI 500X GEOTEXTILE SUPPORT FABRIC
PAVEMENT AREA SUBGRADES SHALL BE EVALUATED BY THE PROJECT GEOTECHNICAL ENGINEER
PRIOR TO PLACEMENT OF THE BASE ROCK. SEE CONCRETE NOTES (BELOW), GEOTECHNICAL
REPORT, & SITE PREPARATION NOTES FOR ADDITIONAL INFORMATION.
CONCRETE NOTES:
**THE FOLLOWING NOTES PERTAIN TO THE CONCRETE PAVEMENT AREAS SUBJECTED TO VEHICLE
TRAFFIC ONLY. REFER TO COMPLETE PLAN SET FOR FURTHER INFORMATION ON REMAINING SITE
CONCRETE TYP.
1. ALL MATERIAL SHALL BE COMPACTED TO 95% MODIFIED PROCTOR.
2. ALL DRIVEWAY CONCRETE SHALL BE fe = 3500 psi @ 28 DAYS, 6% ENTRAINED AIR, 3"
SLUMP. GC SHALL SUBMIT MIX DESIGN FOR ENGINEERS REVIEW AND APPROVAl PRIOR
TO CONSTRUCTION. CONCRETE TESTING SHAlL BE TAKENfTESTED IN COMPLIANCE WITH
ACI SPECIFICATIONS.
3. ALL REBAR SHALL BE ASTM A615 GRADE 60,
4. ALL TIE WIRE SHALL BE Min. #16 ANNEALED STEEL
5. CONCRETE SlABS SHAlL BE INSTALLED WITH EXPANSION JOINTS OR CONTROL JOINTS
LOCATED AS REQUIRED. JOINTS SHOULD NOT BE SPACED FARTHER THAN 12' APART.
SEE DETAILS '4/C3.0' & '5/C3.0' FOR FURTHER INFORMATION.
6. ALL SAW CUT CONTROL JOINTS SHALL BE CUT WITHIN 4-12 HOURS AFTER CONCRETE
PLACEMENT. SAW CUT SHALL BE 2" DEEP BY 1/4" WIDE. ALL JOINTS SHALL BE
SEAlED/FILLED USING 'SONOLASTIC SL-2' (OR ENGINEER APPROVED EQUAl). SEE DETAIL
'5/C3.0' FOR FURTHER INFORMATION.
7. ALL SLAB REINFORCING SHAlL BE INSTALLED CENTERED IN SLAB AND SUPPORTED WITH
DEVICES SPACED SO AS TO MAINTAIN THE STEEL AT CORRECT POSITION DURING
CONCRETE PLACEMENT. REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL
JOINTS.
8. EXTEND ALL CONTROUCONSTRUCTION JOINTS THROUGH BACK OF CURB AS SHOWN.
9. ALL APPURTENANCES (i.e. CATCH BASINS, ETC.) SHALL BE REINFORCED AT CORNERS NOT
HAVING CONTROUCONSTRUCTION JOINTS.
10. CONCRETE TO BE CURED PER ACI SPECIFICATIONS. GC SHALL SUBMIT CURE METHOD
FOR ENGINEERS APPROVAL PRIOR TO CONSTRUCTION.
Original Submittal
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EXISTING RESIDENTIAL
DEVELOPMENT (TYPICAL)
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EXISTING CONDITIONS DEMOLITION AND EROSION & SEDIMENT CONTROL PLAN
1" = 20'
CONSTRUCTION NOTES:
GENERAL NOTES:
EROSION CONTROL INSPECTION AND MAINTENANCE:
GENERAL ODEQ EROSION CONTROL NOTES:
(f)
(i)
EXISTING ASPHALT CONCRETE PAVEMENT AREA TO REMAIN.
LIMITS OF DEMOLITION AREA (PROPERTY LINES - WEST, SOUTH, EAST; BACK OF
SIDEWALK - NORTH). GC TO COORDINATE DEMOLITION TIMING WITH EASTERLY
PROPERTY OWNER SINCE IT WILL AFFECT THE TRAFFIC FUNCTION OF THE BUSINESS.
EXISTING ASPHALT CONCRETE PAVEMENT AREA TO BE REMOVED.
EXISTING PORTLAND CEMENT CONCRETE WALKWAYS, CURBS, ETC. TO BE REMOVED
@
INSTALL TYPE 3 INLET PROTECTION PER OSD RD 1010 (CATCH BASIN TO REMAIN) - (1)
TYPICAL.
EXISTING WATER SERVICE TO BE REMOVED/REPLACED FROM METER TO PROPOSED
BUILDING. WATER SERVICE LOCATIONS ARE APPROXIMATE. SEE UTILITY PLAN FOR
FURTHER INFORMATION (2-TYP.).
EXISTING UNDERGROUND STORM DRAIN PIPING TO BE REMOVEDIREPLACED TO
EAST/WEST POINT OF CONNECTION. SEE GRADING & DRAINAGE PLAN FOR FURTHER
INFORMATION.
1. THIS SITE IS WITHIN THE 2-5 YEAR TIME OF TRAVEL ZONE AND THE 5-10
YEAR TIME OF TRAVEL ZONE (AS SHOWN). THE PROJECT MUST
COMPL Y WITH ALL DWP OVERLAY DISTRICT REQUIREMENTS.
1. INSPECT ONCE PER WEEK ON ACTIVE SITES, ONCE EVERY TWO WEEKS ON
IN-ACTIVE SITES, AND WITHIN 24 HOURS FOLLOWING A 0.5 INCH RAIN EVENT.
2. REFER TO CURRENT ODOT/APWA STANDARD SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS.
1. HOLD A PRE-CONSTRUCTION MEETING OF PROJECT CONSTRUCTION
PERSONNEL THAT INCLUDES THE INSPECTOR TO DISCUSS EROSION AND
SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS. (SCHEDULE
A5.B.I.(3))
@J
2. EXISTING COMMERCIAL DRIVEWAY APPROACHES ARE TO BE USED FOR
NEW DEVELOPMENT AND WilL NOT BE MODIFIED (ALL MODIFICATIONS
WILL TAKE PLACE BEHIND EXISTING APPROACHES).
3. THE ENTIRE SITE WILL BE DEMOLISHED/REDEVELOPED WITHIN THE
LIMITS OF THE PROPERTY BOUNDARY(S), INCLUDING ALL EXISTING
STRUCTURES, LANDSCAPING, PAVING, AND HARDSCAPE. EXISTING
UTILITIES WILL BE REUSED WHERE FEASIBLE (SEE SITE PLAN).
4. SEE SITE PLAN/STORMWA TER CALCULATIONS FOR EXISTING AND
PROPOSED IMPERVIOUS/LANDSCAPE AREA CALCULATIONS.
5. THE ENTIRE SITE FALLS WITHIN NRCS SOIL TYPE 119 (SALEM-URBAN
LAND COMPLEX). RUNOFF IS SLOW AND THE HAZARD OF WATER
EROSION IS SLIGHT.
(j)
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(f)
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3. A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP)
OPTIONS BASED ON DEQ'S 1200-C PERMIT APPLICATION AND ESCP GUIDANCE
DOCUMENT HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT
CONTROL PLAN. SOME OF THE ABOVE LISTED BMP'S WERE NOT CHOSEN
BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION
PREVENTION AND SEDIMENT CONTROL FOR THIS PROJECT BASED ON SPECIFIC
SITE CONDITIONS, INCLUDING SOIL CONDITIONS, TOPOGRAPHIC CONSTRAINTS,
ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS. AS THE
PROJECT PROGRESSES AND THERE IS A NEED TO REVISE THE ESCP FOR
UNKNOWN CONDITIONS THAT MAY OCCUR, AND ACTION PLAN WILL BE
SUBMllTED AS NECESSARY. '
2. THE ESCP MUST BE KEPT ONSITE AND ALL EROSION AND SEDIMENT
CONTROL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED IN SUCH A
MANNER TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER THAT
ENTERS OR IS LIKELY TO ENTER SURFACE WATERS OR CONVEYANCE
SYSTEMS LEADING TO SURFACE WATER, ROADWAY, OR OTHER
PROPERTIES DOES NOT OCCUR. (SCHEDULE A3.A.) AND (SCHEDULE B.3.B.)
3. THE IMPLEMENTATION OF THE ESCP AND CONSTRUCTION, MAINTENANCE,
REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT
CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT REGISTRANT
UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE LOCAL
DEVELOPMENT AGENCY AND VEGETATION/LANDSCAPING IS ESTABLISHED.
THE PERMIT REGISTRANT SHALL BE RESPONSIBLE FOR MAINTENANCE
AFTER THE LOTS ARE APPROVED, UNTIL THE lOTS ARE SOLD AND THE
1200-C PERMIT IS TERMINATED. (SCHEDULE A4.A.) AND (SCHEDULE 0.3.)
4. THE PERMIT REGISTRANT MUST BE RESPONSIBLE FOR PROPER
INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR FEDERAL
REGULATIONS. (SCHEDULE A5.A) AND (SCHEDULE A 6.A)
5. EROSION AND SEDIMENT CONTROL MEASURES INCLUDING PERIMETER
SEDIMENT CONTROL MUST BE IN PLACE BEFORE VEGETATION IS
DISTURBED AND MUST REMAIN IN PLACE AND BE MAINTAINED, REPAIRED,
AND PROMPTLY IMPLEMENTED FOLLOWING PROCEDURES ESTABLISHED
FOR THE DURATION OF CONSTRUCTION, INCLUDING PROTECTION FOR
ACTIVE STORM DRAIN INLETS AND CATCH BASINS AND APPROPRIATE
NON-STORMWATER POLLUTION CONTROLS. (SCHEDULE A.5.B.II.(2)),
(SCHEDULE A5.B.lI.(7)), (SCHEDULE A7.D.J.(2)) & (SCHEDULE A7.F.)
6. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUlTlNG OR GRADING
AND EARTHWORK-SURFACE ROUGHING AFTER INSTALLING APPLICABLE
SEDIMENT, EROSION PREVENTION AND RUNOFF CONTROL MEASURES NOT
IN THE DIRECT PATH OF WORK. (SCHEDULE A5.B.II.(5)(A)), (SCHEDULE
A7.C.I.(1)) AND (SCHEDULE A7.C.II.(1))
EXISTING SIGN LOCATION(S). COORDINATE WITH SIGN CONTRACTOR FOR
REMOVAUREPLACEMENT DETAILS.
EXISTING BUS STOP STRUCTURE/SURROUNDING PAVEMENT (TO REMAIN).
EXISTING SITE LIGHTING TO BE REMOVED/REPLACED PER LIGHTING PLAN (BY OTHERS).
EXISTING :1:133 sq. ft. COFFEE STAND PAD TO BE REMOVED (STAND RECENTLY REMOVED).
EXISTING :1:14,023 sq. ft. BUILDING TO BE REMOVED. A DEMOLITION PERMIT MUST BE
OBTAINED FROM THE CITY OF SPRINGFIELD PRIOR TO DEMOLITION ACTIVITIES.
EXISTING POWER TRANSFORMER TO REMAIN AND BE REUSED FOR NEW DEVELOPMENT.
MINIMIZE DISTURBANCE AROUND TRANSFORMER BASE. SEE UTILITY PLAN FOR FURTHER
INFORMATION.
EXISTING POWER SWITCHING CABINET TO BE RELOCATED. SEE UTILITY PLAN FOR
FURTHER INFORMATION.
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EXISTING UNDERGROUND POWER LINE TO BE REMOVED/RELOCATED. COORDINATE WITH
PACIFIC POWER PRIOR TO REMOVAL. SEE UTILITY PLAN FOR FURTHER INFORMATION.
EXISTING BOLLARDS TO REMAIN IN FRONT OF POWER TRANSFORMER (3-TYP.).
EAST STORM DRAIN POINT OF CONNECTION.
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WEST STORM DRAIN POINT OF CONNECTION.
EXISTING CHAIN LINK FENCING TO REMAIN DURING CONSTRUCTION. REPLACE WITH NEW
CEDAR FENCE PER SITE PLAN AT THE END OF THE CONSTRUCTION PERIOD.
DUST CONTROL NOTES:
6. ADJOINING COMMERCIAL DEVELOPMENTS HAVE RECIPROCAL ACCESS
THROUGH THIS SITE PER EXISTING CC&R'S. ADDITIONAL EASEMENTS
WILL BE PROVIDED AS NECESSARY FOR ACCESS/STORMWATERlETC.
THE GENERAL CONTRACTOR SHALL PROVIDE EXTRA MEASURES FOR DUST
CONTROL. DUST CONTROL MEASURES MUST BE IMPLEMENTED TO PREVENT
THE SOIL AND AlTACHED POLLUTANTS FROM LEAVING THE SITE. EXTRA
MEASURES SHALL BE TAKEN WHERE EXPOSED SOIL IS LIKELY TO BE
TRANSPORTED INTO OPEN BODIES OF WATER. ACCEPTABLE DUST CONTROL
MEASURES ARE AS FOLLOWS:
@!
EXISTING EASEMENTS/CC&R'S:
0) 5' PUE PER PLAT OF BALMAC SUBDIVISION
o 18' JOINT PARKING EASEMENT PER REEL 703R REC. NO. 7435618
o 26' SHARED ACCESS EASEMENT PER REEL 703R REC. NO. 7435618
o 18' JOINT PARKING EASEMENT PER REEL 703R REC. NO. 7435618
CD 72' BUILDING SETBACK LINE PER REEL 703R REC. NO. 7435618
CD 10' PUE PER PLAT OF BALMAC SUBDIVISION
7. ALL EXISTING ON-SITE LIGHTING 1$ TO BE REMOVED/REPLACED PER
THE LIGHTING PLAN.
@
8. THIS PLAN HAS BEEN PREPARED TO ADDRESS THE OVERAlL PRIMARY
EROSION CONTROL MEASURES THAT MUST BE IMPLEMENTED FOR
CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO ADJUST SPECIFIC EROSION CONTROL MEASURES TO
ACCOMMODATE FOR PHASED CONSTRUCTION. ANY MODIFICATIONS TO
THIS PLAN SHALL BE REVIEWED AND APPROVED BY THE AGENCIES
HAVING JURISDICTION AND THE PROJECT ENGINEER PRIOR TO
COMMENCEMENT OF WORK.
@
EXISTING LANDSCAPE AREAS (SPARSE LANDSCAPING/BARK/BUSHES - TYPICAL) TO BE
REMOVED
EXISTING TREES TO BE REMOVED (TBR) AS NOTED (15 TOTAL). GC TO PROTECT EXISTING
UNDERGROUND UTILITIES DURING TREE REMOVAL.
· WATERING
· VEGETATION
· SPRAY-ON ADHESIVES
@
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IF VEGETATION IS THE METHOD TO BE USED:
EXISTING FIRE HYDRANT TO REMAIN.
THE GENERAL CONTRACTOR SHALL NOT CLEAR AND GRUB
AREA'S NOT DIRECTL Y AFFECTED BY THE CURRENT
CONSTRUCTION. LEAVE ALL EXISTING VEGETATION IN
PLACE AS TO PREVENT EROSION OF THE EXISTING SOIL BY
WIND.
EXISTING WATER METERS TO REMAIN. SEE UTILITY PLAN FOR FURTHER INFORMATION.
9. ADDITIONAL INLET PROTECTION MAY BE REQUIRED FOR NEW INLET
CONSTRUCTION DEPENDING ON CONSTRUCTION PHASING AND
WEATHER CONDITIONS DURING INSTALLATION. SEE AlTACHED FINAL
SITE PLAN FOR REFERENCE PURPOSES. THIS EXISTING CONDITIONS,
DEMOLITION, AND EROSION & SEDIMENT CONTROL PLAN WILL BE
INCLUDED IN THE FINAL SITE CONSTRUCTION DRAWINGS PLAN SET
WHICH WILL PROVIDE ADDITIONAL CONSTRUCTION INFORMATION.
TYPE OF EMULSION
NOZZLE TYPE
EXISTING BOLLARDS TO BE REMOVED (3-TYPICAL)
EXISTING PARKING LOT SIGNAGE TO BE REMOVED (4-TYPICAL)
MAINTAIN DRIVABLE SURFACE FOR BANK CUSTOMERS DURING CONSTRUCTION.
COORDINATE CONSTRUCTION ACTIVITIES OUTSIDE OF BANK HOURS OF OPERATION
WHEN FEASIBLE.
IF SPRAY-ON ADHESIVE IS THE METHOD TO BE USED:
PAGE SPECIFIC LEGEND:
7. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES
IMMEDIATELY ON ALL DISTURBED AREAS AS GRADING PROGRESSES AND
FOR All ROADWAYS INCLUDING GRAVEL ROADWAYS. (SCHEDULE
A.5.B.II.(5).(B), (SCHEDULE A5.B.II.(5)(C) & SCHEDULE A5.B.JI.(6).)
APPLY
GaVAcre
WATER DILUTION
D.w))J
10. SEE UTILITY PLAN AND GRADING & DRAINAGE PLAN FOR ADDITIONAL
CONSTRUCTION DETAILS.
TEMPORARY CONSTRUCTION ENTRANCE
PER ODOT STANDARD DRAWING RD1000
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ANIONIC ASPHALT
EMULSION
LATEX
EMULSION
RESIN-IN-WA TER
EMULSION
300
INSTALL CONSTRUCTION ENTRANCE PER OSD RD 1000 AT ALL PROJECT SITE ENTRANCES
AS REQUIRED BY CITY INSPECTOR. IT SHALL BE RESPONSIBILITY OF THE CONTRACTOR
TO IDENTIFY ADDITIONAL ACCESS POINTS AND PROTECT ACCORDINGL Y.
7:1
COARSE SPRAY
1,200
r-,
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235
8. WET WEATHER BMPS: CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE
EXCAVATION AND CREATION OF BARE GROUND ON SLOPES GREATER THAN
FIVE (5) PERCENT FROM OCTOBER 1 THROUGH MAY 31 EACH YEAR.
(SCHEDULE A7.AI.)
INLET PROTECTION PER ODOT
STANDARD DRAWING RD1015IRD1020 (AS APPLICABLE)
12.5:1
FINE SPRAY
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INSTALL TYPE 4 INLET PROTECTION PER OSD RD 1015 (PROTECT EXIST. CATCH BASINS IN
AREA OF NEW CONSTRUCTION UNTIL REMOVED) - (3) TYPICAL.
4:1
FINE SPRAY
9. WET WEATHER BMPS: TEMPORARY STABILIZATION OF THE SITE MUST BE
INSTALLED AT THE END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT
THE END OF EACH WORKDAY IF RAINFALL IS FORECAST IN THE NEXT 24
HOURS AND EACH WEEKEND AND HOLIDAY. (SCHEDULE A 7.AII.)
10. IDENTIFY, MARK, AND PROTECT (BY FENCING OFF OR OTHER MEANS) CRITICAL
RIPARIAN AREAS AND VEGETATION INCLUDING IMPORTANT TREES AND
ASSOCIATED ROOTING ZONES AND VEGETATION AREAS TO BE PRESERVED.
IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE
AREAS (E.G., WETLANDS), AND OTHER AREAS TO BE PRESERVED, ESPECIALLY
IN PERIMETER AREAS. PRESERVE EXISTING VEGETATION AND RE-VEGETATE
OPEN AREAS WHEN PRACTICABLE BEFORE AND AFTER GRADING OR
CONSTRUCTION. (SCHEDULE A5.B.J.(1) & (2)) AND (SCHEDULE A7.C.lII.(1))
11. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED
AREAS TO PREVENT FROM BECOMING A SOURCE OF EROSION AND REMOVE
ALL TEMPORARY CONTROL MEASURES, UNLESS LOCAL ORDINANCES REQUIRE
OTHERWISE, AS AREAS ARE STABILIZED. (SCHEDULEA5.B.II.(8)) AND
(SCHEDULE A7.C.lI.(2))
12. ALL TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL
PERMANENT VEGETATION OR OTHER PERMANENT COVERING OF EXPOSED
SOIL IS ESTABLISHED. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED.
(SCHEDULE A.7.C.III.(3)) & (SCHEDULE A7.C.III.(4))
13. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG THE SITE
PERIMETER ON ALL DOWN GRADIENT SIDES OF THE CONSTRUCTION SITE AND
AT ALL ACTIVE AND OPERATIONAL INTERNAL STORM DRAIN INLETS AT ALL
TIMES DURING CONSTRUCTION. (SCHEDULEA.7.D.J.(1) - (2))
14. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE
GRAVELED, PAVED, OR CONSTRUCTED ENTRANCES, EXITS AND PARKING
AREAS WITH EXIT TIRE WASH TO REDUCE THE TRACKING OF SEDIMENT ONTO
PUBLIC OR PRIVATE ROADS. (SCHEDULE A.7.D.III.(1))
15. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATERTIGHT
TRUCKS MUST BE USED OR lOADS MUST BE DRAINED ON-SITE UNTIL
DRIPPING HAS BEEN REDUCED TO MINIMIZE SPILLAGE ON ROADS. (SCHEDULE
A7.D.III(3))
16. TEMPORARY STABILIZATION OR COVERING OF SOil STOCKPILES AND
PROTECTION OF STOCKPILE LOCATED AWAY FROM CONSTRUCTION ACTIVITY
MUST OCCUR AT THE END OF EACH WORKDAY OR OTHER BMPS, SUCH AS
DIVERSION OF UNCONTAMINATED FLOWS AND INSTALLATION OF SEDIMENT
FENCES AROUND STOCKPILES, MUST BE IMPLEMENTED TO PREVENT TURBID
DISCHARGES TO SURFACE WATERS. (SCHEDULE A7.E.I.(1)) & (SCHEDULE
A7.E.II.(1) - (3))
17. BMPS THAT WILL BE USED TO PREVENT OR MINIMIZE STORMWATER FROM
BEING EXPOSED TO POLLUTANTS FROM SPILLS, NO DISCHARGE OF
CONCRETE TRUCK WASH WATER, VEHICLE AND EQUIPMENT CLEANING,
VEHICLE AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE, OTHER
CLEANING AND MAINTENANCE ACTIVITIES, AND WASTE HANDLING ACTIVITIES.
THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM
VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS,
SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS. (SCHEDULE
A.7.E.1.(2))
18. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE
PROPER STORAGE, APPLICATION, AND DISPOSAL. (SCHEDULE A.7.E.III.(2))
19. SOLID WASTE AND HAZARDOUS MATERIALS MANAGEMENT. FOLLOW PROJECT
WRllTEN SPILL PREVENTION AND RESPONSE PROCEDURES, EMPLOYEE
TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES;
REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY; AND
MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND SIGNAGE,
MATERIAL USE, COVERED STORAGE AREAS FOR WASTE AND SUPPLIES.
(SCHEDULE A.7.E.1II(3)
20. THE PERMllTEE MUST PROPERLY MANAGE HAZARDOUS WASTES, USED OILS,
CONTAMINATED SOILS, CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE,
OR OTHER TOXIC SUBSTANCES DISCOVERED OR GENERATED DURING
CONSTRUCTION AND MEET ALL STATE AND FEDERAL REGULATIONS AND
APPROVALS. (SCHEDULE A7.E.lII.(4))
21. THE ESCP MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS
FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD,
THESE MEASURES MUST BE UPGRADED AS NEEDED TO COMPLY WITH ALL
APPLICABLE LOCAL, STATE, AND FEDERAL EROSION AND SEDIMENT CONTROL
REGULATIONS. CHANGES TO THE ESCP MUST ALSO BE SUBMllTED IN THE
FORM OF AN ACTION PLAN TO DEQ OR ITS AGENT FOR APPROVAL. (SCHEDULE
A.7.F.)
22. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE
CLEANED UP WITHIN 24 HOURS AND PLACED BACK ON THE SITE AND
STABILIZED OR PROPERLY DISPOSED. THE CAUSE OF THE SEDIMENT
RELEASE MUST BE FOUND AND PREVENTED FROM CAUSING A RECURRENCE
OF THE DISCHARGE WITHIN THE SAME 24 HOURS. ANY IN-STREAM CLEAN UP
OF SEDIMENT SHALL BE PERFORMED ACCORDING TO THE OREGON DIVISION
OF STATE LANDS REQUIRED TIME FRAME. (SCHEDULE A7.F.I.(1))
23. VACUUMING OR DRY SWEEPING MUST BE USED TO CLEAN-UP RELEASED
SEDIMENT AND MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS,
DRAINAGE WAYS, OR WATER BODIES. (SCHEDULEA7.F.I.(2))
24. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION
MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT
RELEASES TO SURFACE WATERS. TIME-RELEASE FERTILIZERS SHOULD BE
USED WITH CARE WITHIN ANY WATERWAY RIPARIAN ZONE. (SCHEDULE
A7.F.I.(3))
25. SEDIMENT MUST BE REMOVED FROM BEHIND A SEDIMENT FENCE WHEN IT
HAS REACHED A HEIGHT OF 1/3 THE HEIGHT OF THE FENCE ABOVEGROUND
AND BEFORE FENCE REMOVAL. (SCHEDULEA7.F.lI.(1))
26. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS AND OTHER BARRIERS
IT HAS REACHED A HEIGHT OF TWO (2) INCHES AND BEFORE BMP REMOVAL.
(SCHEDULE A7.F.II.(2))
27. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN OR SEDIMENT TRAP
OR CATCH BASINS MUST OCCUR WHEN THE SEDIMENT RETENTION CAPACITY
HAS BEEN REDUCED BY FIFTY (50)% AND AT COMPLETION OF PROJECT.
(SCHEDULE A7.F.II.(3) & (4))
28. DEQ MUST APPROVE OF ANY TREATMENT SYSTEM AND OPERATIONAL PLAN
THAT MAY BE NECESSARY TO TREAT CONTAMINATED CONSTRUCTION
DEWATERING OR SEDIMENT AND TURBIDITY IN STORMWATER RUNOFF.
(SCHEDULE A.7.F.lII.)
29. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS OR MORE,
THE ENTIRE SITE MUST BE TEMPORARILY STABILIZED USING VEGETATION OR
A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR OTHER METHOD.
(SCHEDULE A8.A.)
30. SHOULD CONSTRUCTION ACTIVITIES CEASE FOR FIFTEEN (15) DAYS OR MORE
ON ANY SIGNIFICANT PORTION OF A CONSTRUCTION SITE TEMPORARY
STABILIZATION IS REQUIRED FOR THAT PORTION OF THE SITE WITH STRAW,
COMPOST, OR OTHER TACKIFIED COVERING THAT PREVENT SOIL OR WIND
EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SCHEDULE
A8.B.)
31. DAILY INSPECTIONS WHEN RAINFALL AND RUNOFF OCCURS OF THE BMPS AND
DISCHARGE OUTFALLS MUST BE THE PROJECT ESCP INSPECTOR. THESE
INSPECTIONS AND OBSERVATIONS MUST BE RECORDED IN A LOG THAT IS
AVAILABLE ON SITE. (SCHEDULE A6.B.!.) & (SCHEDULE B.1.B(1))
32. BMPS MUST BE INSPECTED BEFORE, DURING, AND AFTER SIGNIFICANT STORM
EVENTS. (SCHEDULEA.7.F.)
33. ALL ESCP CONTROLS AND PRACTICES MUST BE INSPECTED VISUALLY ONCE
TO ENSURE THAT BMPS ARE IN WORKING ORDER PRIOR TO THE SITE
BECOMING INACTIVE OR IN ANTICIPATION OF SITE lNACCESSIBIUTY AND MUST
BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE
PERIODS GREATER THAN SEVEN (7) CONSECUTIVE CAlENDAR DAYS.
(SCHEDULE B.1.B.(2)-(3))
34. IF PRACTICAL, INSPECTIONS MUST OCCUR DAilY AT A RELEVANT AND
ACCESSIBLE DISCHARGE POINT OR DOWNSTREAM LOCATION DURING
PERIODS WHICH THE SITE IS INACCESSIBL~U~ T t;N~~THER.
(SCHEDULE B.1.8.(4)) uate IV.\I~
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I EXPIRES: 6-30-091
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GENERAL NCjtTES:
1. ALL STORM WATER WILL SHEET FLOW TO AREA INLETS
INCORPORATING OlllWATER SEPARATORS AND/OR VEGETATED
SWALES PRIOR TO LEAVING THE SITE. STORM WATER RUNOFF FROM
THE NEW DEVELOPMENT WILL BE LESS THAN OR EQUAL TO EXISTING
FLOW RATES. SEE GRADING & DRAINAGE PLAN AND SUPPORTING
STORM WATER CALCULATIONS FOR FURTHER DETAILS.
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2. EXISTING COMMERCIAL DRIVEWAY APPROACHES ARE TO BE USED
FOR NEW DEVELOPMENT.
35'
3. ALL LANDSCAPING WILL BE DESIGNED/INSTALLED BY A
PROFESSIONAL LI\NDSCAPER. SEE LANDSCAPE PLAN BY DLA, INC. ALL
LANDSCAPE AREAS SHALL BE CONNECTED WITH 3" SCHEDULE 40 PVC
LANDSCAPE SLEEVES. SEE FINALLANDSCAPElIRRIGATION PLANS FOR
DETAILS.
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4. ALL STANDARD PARKING STALLS ARE 9' MINIMUM WIDTH AND 18'
MINIMUM DEPTH. ALL COMPACT SPACES ARE 8' MINIMUM WIDTH AND
16' MINIMUM DEPTH. SEE PLAN FOR DETAILS.
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S. ALL TWO-WAY DRIVE AISLES ARE 24' MINIMUM WIDTH AND ONE-WAY
DRIVE ISLES ARE 18' MINIMUM WIDTH AS SHOWN.
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6. ADJOINING COMMERCIAL DEVELOPMENTS HAVE RECIPROCAL
ACCESS THROUGH THIS SITE PER EXISTING CC&R'S.
7. SEE ON-SITE LIGHTING PLAN BY OTHERS FOR EXTERIOR SITE
LIGHTING DETAILS.
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14.2S'
8. THIS PROJECT WILL COMPLY WITH THE SOLAR ACCESS
REQUIREMENTS FOR THIS ZONE.
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9. CUTIFILL: THE SITE WILL BE STRIPPED OF EXISTING BUILDINGS,
LANDSCAPING, AND HARDSCAPE AND THE PROPOSED GRADES WILL BE
SIMILAR TO EXISTING GRADES. NO LARGE CUTS/FILLS WILL BE
REQUIRED FOR THIS DEVELOPMENT.
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10. THERE ARE NO WATERCOURSES LISTED ON THE WATER QUALITY
LIMITED WATERCOURSE MAP ON OR ADJACENT TO THIS
DEVELOPMENT.
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11. THIS PROPERTY IS OUTSIDE OF THE REGULATED FLOOD PLAIN (SOO
YEAR) BASED ON THE FEMA FLOOD INSURANCE RATE MAPS (FIRM).
12. THE VEGETATED SWALES SHALL BE FULLY VEGETATED WITH ALL
SPECIES ESTABLISHED PRIOR TO ISSUANCE OF THE TENTATIVE
OCCUPANCY BUILDING PERMIT. ALTERNATIVELY, IF THIS CONDITION
CANNOT BE MET, THE APPLICANT SHALL PROVIDE AND MAINTAIN
ADDITIONALINTEHIM EROSION CONTROllWATER QUALITY MEASURES
ACCEPTABLE TO THE PUBLIC WORKS DEPARTMENT THAT WILL SUFFICE
UNTIL SUCH TIME AS THE SWALE VEGETATION BECOMES FULLY
ESTABLISHED. SEE FINAL EROSION & SEDIMENT CONTROL PLAN FOR
FURTHER DETAILS.
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CONSTRUCTIC~N NOTES:
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CONSTRUCTION NOTES (CONT.):
DRIVE-IN STALL ORDER BOARDIMENU. MENU BOARD SPEAKERS SHALL
CONTAIN A VOLUME CONTROL SYSTEM SUFFICIENT TO REDUCE THE SOUND
LEVELS AT THE SOUTH PROPERTY LINE TO 65 dB (MAXIMUM). SEE SONIC BLDG.
PLANS FOR DETAILS/SPECIFICATIONS.
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COVERED TRASH IENCLOSURE. SEE ABBY'S BLDG. PLANS FOR
DETAILS/SPECIFICATIONS. OVERALL DIMENSIONS VARY. WELLHEAD
PROTECTION SIGNS SHALL BE PLACED AT EACH TRASH ENCLOSURE.
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EXISTING RESIDENTIAL
DEVELOPMENT (TYPICAL)
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ROOF LINE OF DRIVE-IN CANOPY/PATIO CANOPY ABOVE (AS SHOWN). SEE
SONIC/ABBY'S BLDG. PLANS (AS APPLICABLE) FOR CONSTRUCTION DETAILS.
LANDSCAPE AREAS/PRE-TREATMENT SWALES (TYPICAL). SEE LANDSCAPE
DRAWINGS BY DlA, INC FOR DETAILS. 3" SHEDULE 40 PVC LANSDCAPE
SLEEVES SHALL BE PROVIDED BETWEEN EACH LANDSCAPE AREA FOR
IRRIGATIONIWIRING - COORDINATE WITH LANDSCAPE CONTRACTOR.
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DEDICATE 2' PUBLIC UTILITY EASEMENT (BEHIND EXISTING S' PUBLIC UTILITY
EASEMENTI.
REMOVE EXISTING 6' CHAIN LINK FENCING/REPLACE WITH 8' DOUBLE SIDED
CEDAR FENCE PER DETAIL'1/CO.1'. COORDINATE CONSTRUCTION DETAILS
WITH FENCING CONTRACTOR PRIOR TO CONSTRUCTION. FENCE SHALL BE
CONSTRUCTED ALONG SOUTH PROPERTY LINE PRIOR TO BUILDING
OCCUPANCY.
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STORAGE BUILDING (174 sq. ft.) TO BE LOCATED ADJACENT TO TRASH
ENCLOSURE. SEE ABBY'S BLDG. PLANS FOR DETAILS/SPECIFICATIONS.
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INSTALL WELLHEAD PROTECTION SIGN PER CITY STANDARDS.
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1x8 CEDAR BOARD FENCE
(DOUBLE SIDED) W/DECORA TIVE
RAIL CAP ALONG TOP EDGE
DECORATIVE WOOD POST
CAP AT EACH POST LOCATION
(AS SHOWN)
SHORT TERM BICYCLE PARKING SPACES (7 TOTAL). SEE DETAIL '8/C3.0' FOR
BICYCLE RACK DETAILS.
INSTALL "CARHOP CROSSING" SIGN PER SONIC BLDG. PLANS DETAIL'SD2.17'
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SONIC OUTSIDE SEATINGAREAlPATIO (COVERED). SEE SONIC BLDG. SHEET
SDS FOR PATIO LAYOUT, FURNISHINGS, AND FINISHES.
HANDICAP ACCESS RAMP (TYPICAL). ALL RAMPS TO HAVE MAXIMUM 1:12
RUNNING SLOPE AND 0.25:12 CROSS SLOPE. DETECTABLE WARNINGS TO BE
PROVIDED PER CllIRRENT EDITION OF OSSC. SEE GRADING & DRAINAGE PLAN
FOR FURTHER DETAILS.
EXISTING BUS STOP/STRUCTURE TO REMAIN. PROTECT STRUCTURE AND
MAINTAIN OPERATION DURING CONSTRUCTION ACTIVITIES.
STRIPING NOTES:
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PAINT 4" SOLID YELLOW STRIPING AS SHOWN. SEE SONIC
BLDG. PLANS SPECIFICATIONS SHEET SP1 FOR DETAILS.
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PAINT 4" YELLOW LINES ROTATED @ 4So SPACED 2' O.C. TYP.
HANDICAP PARKING SPACES/ACCESS ISLES (AS SHOWN).
INSTALL ALL SIGNAGElSTRIPING PER THE CURRENT M.U.T.C.D.
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PROJECT NO:
DRAWN:
CHECKED:
DATE:
G-0072-07
JTRG
JTRG
07/31/08
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PROPOSED ABBY'S SIGN lOCATION. GC TO COORDINATE W/SIGN CONTRACTOR
FOR FINAL SIGN SPECIFICATIONS AND PERMllTING.
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PROVIDE HANDICAP PARKING SIGN PER CURRENT M.U.T.C.D.
STDS.
PAINT DIRECTIONAL ARROWS AT LOCATIONS SHOWN
(20- TYPICAL). SEE SONIC BLDG. PLANS SHEET SDS FOR
DETAILS.
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LONG TERM BICYCLE PARKING SPACES (AS SHOWN). ABBY'S SPACES TO BE
LOCATED INSIDE OF STORAGE AREA IN BUILDING. SONIC SPACE TO BE
LOCATED INSIDE OF STORAGE AREA ADJACENT TO TRASH ENCLOSURE. SEE
DETAIL '8/C3.0' FOH BICYCLE RACK DETAILS.
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EXISTING IMPROVEMENTS/DEVELOPMENT OUTSIDE OF PROPERTY LIMITS TO
REMAIN.
PROPOSED SONIC SIGN LOCATION (REMOVE EXISTING SIGN). GC TO
COORDINATE W/SIGN CONTRACTOR FOR FINAL SIGN SPECIFICATIONS AND
PERMllTING.
**ALL STRIPING, SIGNS, LElTERS & ARROWS SHALL CONFORM
TO THE CURRENT EDITION OF THE MANUAl ON UNIFORM
TRAFFIC CONTROL DEVICES FOR STREETS & HIGHWAYS.
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STAGGER BOARDS ON
EITHER SIDE OF FENCE
FOR SOUND ABSORPTION
AND LIGHT SCREEN
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APPROX. LOCATION OF DRIVE- THRU 'ORDER' BOARDIMENU AND DETECTOR
LOOP. SEE SONIC BLDG. SHEET SDS, SD2.07, AND SD2.21 FOR DETAILS.
APPROX. LOCATION OF DRIVE-THRU 'PREVIEW BOARDIMENU. SEE SONIC BLDG.
PLAN DETAILS SD2.07 AND SD2.21.
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INSTALL CONCRETE PARKING BUMPERS (AS SHOWN) PER DETAIL '9/C3.0'
EXISTING 6' CHAIN LINK FENCING TO REMAIN (REMOVElREPLACE ALONG
PROPERTY LINE FOR CURB CONSTRUCTION. REPLACE COLORED SLATS AS
NECESSARY. GC TO COORDINATE INSTALLATION WIFENCE CONTRACTOR.
SITE PLAN
Date Received:
DENSE EVERGREEN PLANTINGS WILL
BE INSTALLED ON COMMERCIAL SIDE
OF FENCE, FURTHER REDUCING NOISE
(SEE LANDSCAPE PLAN BY DLA, INC.)
SOUTH FENCE DETAIL
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Original submittal