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AKS ENGINEERING & FORESTRY, LLC
CONTACT: TYLER ROTH, El
4300 CHERRY AVE NE
KEIZER, OR 97303
PH: 503-400-6028
FAX: 503-400-7722
ARCHITECT
CORE STATES GROUP, INC
CONTACT: ROBERT PREECE
4240 EAST JURUPA STREET, SUITE 402
ONTARIO, CA 91761
PH: 909-467-8907
UTILITY CONTACTS
POWER
SPRINGFIELD UTILITY BOARD (SUB) ELECTRIC
CONTACT: NICK AMANN
EMAIL: NICKA@SUBUTIL.COM
GAS
NW NATURAL GAS
CONTACT: MATTHEW CONNER -
EMAIL: MATTHEW.CONNER@NWNATURAL.COM
Y
CABLE
COMCAST CABLE
PROPERTY DESCRIPTION: VERTICAL DATUM CONTACT: TOM HENERTY
TAX LOTS 6704, 6800, AND 6900 (LANE ELEVATIONS ARE BASED ON NGS
EMAIL: TOM —HEN ERTY@CABLE. COM CAST -.COM
COUNTY TAX MAP 17032531) LOCATED IN BENCHMARK NO. QE1624, LOCATED AT
THE NORTHEAST 1/4 OF THE SOUTHWEST THE INTERSECTION OF A STREET AND SHEET INDEX
14TH STREET ELEVATION — 467 99
OWNER/OPERATOR
McDONALD'S USA, LLC
CONTACT: DOUG BATES
AREA CONSTRUCTION MANAGER
PACIFIC NW FIELD EXECUTION TEAM
12131 113TH AVE NE, SUITE 103
KIRKLAND, WA 98034
PH: 425-821-4970
FAX: 425-242-2498
PHONE
CENTURY LINK
CONTACT: CHRISTOPHER SILVA
EMAIL: CHRISTOPHER. J.SILVA@CENTURYLINK.
WATER
SUB WATER
CONTACT: BART McKEE
EMAIL: BARTM@SUBUTIL.COM
1/4 OF .:SECTION 25, TOWNSHIP 17 SOUTH, -
FEET (NAVD $8).
DET
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RANGE WEST, WILLAMETTE MERIDIAN, CITY
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AKS ENGINEERING & FORESTRY, LLC
CONTACT: TYLER ROTH, El
4300 CHERRY AVE NE
KEIZER, OR 97303
PH: 503-400-6028
FAX: 503-400-7722
ARCHITECT
CORE STATES GROUP, INC
CONTACT: ROBERT PREECE
4240 EAST JURUPA STREET, SUITE 402
ONTARIO, CA 91761
PH: 909-467-8907
UTILITY CONTACTS
POWER
SPRINGFIELD UTILITY BOARD (SUB) ELECTRIC
CONTACT: NICK AMANN
EMAIL: NICKA@SUBUTIL.COM
GAS
NW NATURAL GAS
CONTACT: MATTHEW CONNER -
EMAIL: MATTHEW.CONNER@NWNATURAL.COM
Y
CABLE
COMCAST CABLE
PROPERTY DESCRIPTION: VERTICAL DATUM CONTACT: TOM HENERTY
TAX LOTS 6704, 6800, AND 6900 (LANE ELEVATIONS ARE BASED ON NGS
EMAIL: TOM —HEN ERTY@CABLE. COM CAST -.COM
COUNTY TAX MAP 17032531) LOCATED IN BENCHMARK NO. QE1624, LOCATED AT
THE NORTHEAST 1/4 OF THE SOUTHWEST THE INTERSECTION OF A STREET AND SHEET INDEX
14TH STREET ELEVATION — 467 99
OWNER/OPERATOR
McDONALD'S USA, LLC
CONTACT: DOUG BATES
AREA CONSTRUCTION MANAGER
PACIFIC NW FIELD EXECUTION TEAM
12131 113TH AVE NE, SUITE 103
KIRKLAND, WA 98034
PH: 425-821-4970
FAX: 425-242-2498
PHONE
CENTURY LINK
CONTACT: CHRISTOPHER SILVA
EMAIL: CHRISTOPHER. J.SILVA@CENTURYLINK.
WATER
SUB WATER
CONTACT: BART McKEE
EMAIL: BARTM@SUBUTIL.COM
1/4 OF .:SECTION 25, TOWNSHIP 17 SOUTH, -
FEET (NAVD $8).
DET
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COVER SHEET WITH VICINITY AND
SITE MAP
RANGE WEST, WILLAMETTE MERIDIAN, CITY
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C001
CONSTRUCTION NOTES
ADDRESS: 1565 MOHAWK BLVD.
C030
EROSION AND SEDIMENT CONTROL
PLAN
SPRINGFIELD, OR 97477
C031
EROSION AND SEDIMENT CONTROL
NOTES AND DETAILS
PROJECT RECORD DRAWING
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DEMOLITION PLAN
CONTRACTOR SHALL PROVIDE THE OWNER'S REPRESENTATIVE WITH A REDLINED COPY OF THESE CONSTRUCTION PLANS
C100
SITE DIMENSIONING PLAN
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SHOWING AS -BUILT ELEVATIONS, LOCATIONS, AND PLAN DEVIATIONS. REDLINED AS -BUILT DRAWINGS SHALL BE SUBMITTED TO
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PRIVATE CONSTRUCTION DETAILS
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PRIVA ONSTRUCTION
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SIGNATURE (CONTRACTOR} DATE C402 PRIVATE CONSTRUCTION DETAILS DATE: JUNE 6, 2017
C403 PRIVATE CONSTRUCTION DETAILS ��R�,o PNOF�s
--- � �NGINE.FR
ATTENTION EXCAVATORS: C404 PRIVATE CONSTRUCTION DETAILS EMMA
C500 CITY OF SPRINGFIELD STANDARD DETAILS t�L l"I �-00�%� ��P" XPi NOT FOR
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE O � O
OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH C501 CITY OF SPRINGFIELD STANDARD DETAILS �� i��Gt�1 cpn �MtVtoY q� 25
IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY L100 LANDSCAPE PLAN PO\SS
OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING
503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE: RULES,
YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT
LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS
DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
SECURITY LIGHTING PLAN REMSIDNS
fGESIM - 8/29/2017
ALTA SURVEY (UNDER SEPARATE COVERS
01 ALTA SURVEY COVER SHEET JOB NUMBER
02 ALTA SURVEY BOUNDARY MAP Date Received 3722-02
03 ALTA SURVEY SEP 012017 SHEET
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SIGNATURE (CONTRACTOR} DATE C402 PRIVATE CONSTRUCTION DETAILS DATE: JUNE 6, 2017
C403 PRIVATE CONSTRUCTION DETAILS ��R�,o PNOF�s
--- � �NGINE.FR
ATTENTION EXCAVATORS: C404 PRIVATE CONSTRUCTION DETAILS EMMA
C500 CITY OF SPRINGFIELD STANDARD DETAILS t�L l"I �-00�%� ��P" XPi NOT FOR
OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE O � O
OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH C501 CITY OF SPRINGFIELD STANDARD DETAILS �� i��Gt�1 cpn �MtVtoY q� 25
IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY L100 LANDSCAPE PLAN PO\SS
OBTAIN COPIES OF THESE RULES FROM THE CENTER BY CALLING
503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT THE: RULES,
YOU MAY CONTACT THE CENTER. YOU MUST NOTIFY THE CENTER AT
LEAST TWO BUSINESS DAYS BUT NOT MORE THAN TEN BUSINESS
DAYS, BEFORE COMMENCING AN EXCAVATION. CALL 503-246-6699.
SECURITY LIGHTING PLAN REMSIDNS
fGESIM - 8/29/2017
ALTA SURVEY (UNDER SEPARATE COVERS
01 ALTA SURVEY COVER SHEET JOB NUMBER
02 ALTA SURVEY BOUNDARY MAP Date Received 3722-02
03 ALTA SURVEY SEP 012017 SHEET
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1. CONTRACTOR SHALL PROCURE AND CONFORM TO ALL CONSTRUCTION PERMITS REQUIRED BY THE
CITY OF SPRINGFIELD.
2. OWNER TO PAY ALL PROJECT PERMIT COSTS, INCLUDING BUT NOT LIMITED TO U-nLITY TAPPING,
TV, AND CHLORINATION COSTS. THE CONTRACTOR SHALL COORDINATE NTH THE GOVERNING
JURISDICTION TO DETERMINE APPROPRIATE FEES MD PROVIDE THE OWNER NTH 48 HOURS
NOTICE PRIOR TO THE REQUIRED PAY�MENT OF FEES OR COSTS.
1
3. OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY N01FICAPON
CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090.
. THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER IS (800) 332-234.
4. CONTRACTOR TO NOTIFY CITY, AND ALL UTILITY COMPANIES A MINIMUM OF 48 BUSINESS HOURS
PRIOR TO START OF CONSTRUCTION, AND COMPLY WITH ALL OTHER NOTIFICATION REQUIREMENTS
OF AGENCIES NTH JURISDICTION OVER THE WORK.
5. CONTRACTOR SHALL PROVIDE ALL BONDS AND INSURANCE REQUIRED BY PUBLIC MD/OR PRIVATE
AGENCIES HAVING JURISDICTION. WHERE REQUIRED BY PUBLIC AND/OR PRIVATE AGENCIES
HAVING JURISDICTION, THE CONTRACTOR SHALL SUBMIT A SUITABLE MAINTENANCE BOND PRIOR
TO FINAL PAYMENT.
6. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL PROVIDE THE FOLLOWING MS TO THE
OWNER'S REPRESENTAM
A. LIST OF SUBCONTRACTORS
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B. PROJECT SCHEDULE I
C. TRAFFIC CONTROL PLAN
D. EMERGENCY CONTACT NAME AND PHONE NUMBER
7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL OF THE DOCUMENTS AND PLANS
ASSOCIATED WIT14 THE PROJECT WORK SCOPE PRIOR TO THE INITIATION OF CONSTRUCTION.
SHOULD THE CONTRACTOR FIND A CONFLICT VAT14 THE DOCUMENTS/PLANS RELATIVE TO THE
SPECIRCA71ONS OR THE APPLICABI E CODES, IT IS THE CONTRACTOWS RESPONSIBILITY TO N01IFY
THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO THE START OF CONSTRUCTION. FAILURE BY
THE CONTRACTOR TO NOTIFY THE CIANEWS REPRESENTATIVE SHALL CONSTITUTE ACCEPTANCE OF
FULL RESPONSIBILITY BY THE CONTRACTOR TO COMPLETE THE SCOPE OF WORK As DEFINED BY
THE DOCUMENTS/PLANS IN FULL COMPLIANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS
AND CODES.
& THE FOLLOWING DOCUMENT IS INCORPORATED INTO THE PROJECT BY REFERENCE HEREIN:
GEOTECH REPORT - THE RILEY GROUP, INC� 17522 BOTHELL WAY NORTHEAST, BOTHELL,
WASHINGTON 98011. CONTACT: RICKY R. WANG PhD, PE. (425) 415-0551. PRIOR TO STARTING
CONSTRUCTION CONTRACTOR SHALL REVIEW THE LATEST EDITION OF THIS DOCUMENT,
CONTRACTOR SHALL CONFORM TO ALL RECOMMENDA71ONS LISTED IN THE REPORT.
9. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE APPROVED PLANS AND THE
APPLICABLE PROVISIONS OF THE APPROVING AGENCIES! CONSTRUCTION STANDARDS, THE MOST
RECENT EDITION OF THE UNIFORM PLUMBING CODE (OPSC), THE MOST RECENT EDITION OF THE
INTERNATIONAL BUILDING CODE (IBC), APWA STANDARDS, OREGON HEALTH DIVISION (OHD), AND
THE DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ) WHEREIN EACH HAS JURISDICTION.
10. CONTRACTOR SHALL AT ALL TIMES ABIDE BY APPLICABLE SAFETY RULES OF OSHA, IN
PARTICULAR THOSE REGULA11ONS PERTAINING TO ADEQUATE SHORING AND TRENCH PROTECTION
FOR WORKMEN.
11. CONSTRUCTION OF ALL PUBLIC FACILITIES SHALL BE DONE WITHIN THE HOURS PERMITTED BY THE
GOVERNING JURISDICTION.
12. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN
ACCORDANCE WITH THE APPROVED CONSTRUCTION DRAWINGS INCLUDING SUCH INCIDENTALS AS
MAY BE NECESSARY TO MEET APPLICABLE AGENCY REQUIREMENTS AND PROVIDE A COMPLETED
PROJECT.
13. ALL DIMENSIONS SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
THE START OF CONSTRUCTION, CONTRACTOR SHALL REVIEW AND COORDINATE THE BUILDING
LAYOUT BY CAREFUL REVIEW OF THE SITE PLAN AND LATEST ARCHITECTURAL PLANS (INCLUDING,
BUT NOT LIMITED TO, STRUCTURAL, MECHANICAL, ElECTRICAL, PLUMBING, AND FIRE SUPPRESSION
PLAN, WHERE APPLICABLE). CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNEWS
REPRESENTATIVE AND ARCHITECT OF ANY DISCREPANCIES.
14. CONTRACTOR SHAH REFER TO ARCHITECTURAL BUILDING PLANS FOR EXACT LOCATIONS AND
DIMENSIONS OF BUILDING ENTRY/EXIT LOCATIONS, ELEVATIONS, PRECISE BUILDING DIMENSIONS,
AND EXACT UTILITY CONNECTION LOCATIONS. I
15. ANY INSPECTION BY THE CITY, AKS, OWNER'S REPRESENTATIVE, OR OTHER AGENCIES SHALL NOT,
IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN
STRICT COMPLIANCE NTH THE CONTRACT DOCUMENTS, APPLICABI E CODES, AND AGENCY
REQUIREMENTS.
16. IF THE CONTRACTOR DEVIATES FROM THE APPROVED PLANS, INCLUDING THESE NOTES, WITHOUT
FIRST OBTAINING THE PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER FOR SUCH DEVIATIONS,
CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE PAYMENT OF ALL COSTS INCURRED IN
CORRECTING ANY WORK DONE WHICH DEVIATES FROM THE PLANS.
17. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND
CONSTRUC71ON REVIEW SERVICES RELATING TO THE CONTRACTOWS SAFETY PRECAUTIONS OR TO
MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED FOR THE CONTRACTOR TO
PERFORM HIS WORK.
18. CONTRACTOR SHALL MAINTAIN ONE (1) COMPLETE SET OF APPROVED PLANS ON THE
CONSTRUCTION SITE AT ALL TIMES NiEREON HE NLI RECORD ALL APPROVED DEVIATIONS IN
CONSTRUCTION FROM THE APPROVED DRAWINGS, AS WELL AS LOCA71ONS AND DEPTHS OF ALL
EXISTING UTILITIES ENCOUNTERED. THESE FIELD RECORD DRAWINGS SHALL BE KEPT UP TO DATE
AT ALL TIMES AND SHALL BE AVAILABI F FOR INSPECTION BY THE CITY OR OWNER'S
REPRESENTATIVE UPON REQUEST.
19. UPON COMPLETION OF CONSTRUCTION OF ALL NEW FACILITIES, CONTRACTOR SHALL SUBMIT A
CLEAN SET OF FIELD RECORD DRAWINGS CONTAINING ALL AS -BUILT INFORMATION TO THE
OWNER'S REPRESENTATIVE. ALL INFORMATION SHOWN ON THE CONTRACTOR'S FIELD RECORD
DRAWINGS SHALI BE SUBJECT TO VERIFICATION. IF SIGNIFICANT ERRORS OR DEVIATIONS ARE
NOTED, AN AS -BUILT SURVEY PREPARED AND STAMPED BY A REGISTERED PROFESSIONAL LAND
SURVEYOR SHALL BE COMPLETED AT THE CONTRACTOWS EXPENSE.
20. THE CONTRACTOR SHALL INSTALL AND MAINTAIN ALL EROSION CONTROL MEASURES IN
ACCORDANCE WITH DWS EROSION AND SEDIMENT CONTROL MANUAL, CURRENT EDITION, AND
EROSION CONTROL STANDARDS OF THE LOCAL JURISDICTION.
2t ELEVATIONS SHOWN ON THE DRAWINGS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED
AT THE INTERSECTION OF *A* STREET AND 14TH STREET, ELEVATION = 467.99 FEET (NAVD 88).
AKS ENGINEERING & FORESTRY CAN PROVIDE CONSTRUCTION STAKING ON THIS PROJECT IF
DESIRED.
22. THE CONTRACTOR SHALL RETAIN AND PAY FOR THE SERVICES OF A REGISTERED CIVIL ENGINEER
MD/OR LAND SURVEYOR LICENSED IN THE STATE OF OREGON TO ESTABLISli CONSTRUCTION
CONTROL AND PERFORM INITIAL CONSTRUCTION SURVEYS TO ESTABLISH THE LINES AND GRADES
OF IMPROVEMENTS AS INDICATED ON THE DRAWINGS. STAKING FOR BUILDINGS, STRUCTURES,
CURBS, GRAVITY DRAINAGE PIPES/STRUCTURES AND OTHER CRITICAL IMPROVEMENTS SHALL BE
COMPLETED USING EQUIPMENT ACCURATE TO 0.04 FEET HORIZONTALLY AND 0.02 FEET
VERTICALLY, OR BETTER.
23. SEE ARCHITECTURAL DRAWINGS FOR SITE LIGHTING, SITE DIMENSIONING, AND CONTINUATION OF
ALL UTILITIES.
24. CONTRACTOR SHALL ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, TRAFFIC CONES PER
CITY, COUNTY AND/OR ODOT REQUIREMENTS IN ACCORDANCE WITH THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES (MUTCD) INCLUDING OREGON AMENDMENTS. ACCESS TO DRIVEWAYS
SHALL BE MAINTAINED AT AH TIMES. ALL TRAFFIC CONTROL MEASURES SHALL BE APPROVED
AND IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY.
25. PRIOR TO ANY WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY, CONTRACTOR SHALL SUBMIT FINAL
TRAFFIC CONTROL PLAN TO THE CITY FOR REVIEW AND ISSUANCE OF A LANE CLOSURE OR WORK
IN RIGHT-OF-WAY PERMIT.
26. CONTRACTOR SHALL CONDUCT CONSTRUCTION AC11MIlES IN SUCH A MANNER AS TO INSURE
MINIMUM INTERFERENCE WITH THE CONTINUED USE OF ADJACENT FACILITY BY EMPLOYEES;
SUPPLIERS, AND CUSTOMERS. CONTRACTOR SHALL CONTACT AND DISCUSS PLANNED
CONSTRUCTION ACTIVITIES AND 11MING NTH THE OWNER AT LEAST 48 HOURS PRIOR TO STARTING
WORK, CONTRACTOR SHALL COOPERATE AND ACCOMMODATE OWNEWS REQUESTS TO THE
MAXIMUM EXTENT POSSIBLE
27. CONSTRUCTION ACTIVITIES, EQUIPMENT, VEHICLES, AND MATERIALS SHALL BE PLACED IN AREAS
MINIM17JNG INCONVENIENCE TO ADJACENT FACJLJ71ES NORMAL BUSINESS OPERATIONS AND SHALL
BE COORDINATED NTH THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO THE START OF WORK.
28, PRIOR TO FINAL ACCEPTANCE AND PAYMENT, THE CONTRACTOR SHALL CLEAN THE PROJECT SITE
AND ADJACENT AREAS OF ANY DEBRIS, DISCARDED MATERIAL, OR OTHER ITEMS DEPOSITED BY
THE CONTRACTOR'S PERSONNEL DURING THE PERFORMANCE OF THE WORK
29. THE CONTRACTOR SHALL BE RESPONSIBIE TO ENSURE THAT ALL REQUIRED OR NECESSARY
INSPECTIONS ARE COMPLETED BY AUTHORIZED INSPECTORS PRIOR TO PROCEEDING WTH
SUBSEQUENT WORK WHICH COVERS OR THAT IS DEPENDENT ON THE WORK TO BE INSPECTED.
FAILURE TO OBTAIN NECESSARY INSPECTION(S) AND APPROVAL(S) SHALL RESULT IN THE
CONTRACTOR BEING FULLY RESPONSIBLE FOR ALL PROBLEMS ARISING FROM UNINSPECTED WORK.
30, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY INSPEC11ONS OR NECESSARY
OBSERVATIONS FOR ALL WORK PERFORMED INCLUDING ANY RE -TESTING THAT MAY BE REQUIRED
TO MEET SPECIFICATION. THE CONTRACTOR SHALL PERFORM PRE-TESTS PRIOR TO SCHEDULING
TESTS THAT MUST BE WITNESSED. TESTING MUST BE PERFORMED BY AN APPROVED THIRD
PARTY INDEPENDENT TESTING LABORATORY RETAINED BY THE CONTRACTOR. CONTRACTOR IS
SOLELY RESPONSIBLE FOR SCHEDULING TESTING. ALL TESTING MUST BE COMPLETED PRIOR TO
PERFORMING SUBSEQUENT WORK. A COPY OF ALL TESTING RESULTS MUST BE PROVIDED TO THE
,OWNER'S REPRESENTATIVE IMMEDIATELY UPON COMPLETION OF THE TEST.
31. THE FOLLOWING TESTING IS THE MINIMUM REQUIRED FOR THE PROJECT.
. SUBGRADE 1 TEST/4000 &F./LIFT (4 TESTS MINIMUM)
I
ENGINEERED FILLS 1 TEST/4000 S,F./IJFT (4 TESTS MINIMUM)
'
BASEROCK I TEST/4000 S.F./tIFT (4 TESTS MINIMUM)
ASPHALT 1 TEST/6000 S,F./tIFT (4 TESTS MINIMUM)
TRENCH BACKFILL 1 TEST/200 FOOT TRENCH/UFT (4 TESTS MINIMUM)
WATER PRESSURE
WITNESSED BY CITY OR OWNER'S REP.
WATER BACTERIAL
PER OREGON HEALTH DIVISION REQUIREMENTS
WATER CHLORINE
RESIDUAL TEST PER CITY REQUIREMENTS
SEWER AIR TEST
PER CITY/APWA REQUIREMENTS.
W11NESSED BY OWNEWS REP.
SEWER MANDREL 957. OF ACTUAL PIPE DIAMETER.
WITNESSED BY OWNEWS REP.
STORM MANDREL 957. OF ACTUAL PIPE DIAMETER.
WITNESSED BY OWNEWS REP.
CONCRETE SLUMP 1 SET OF CAINDERS/10D C.Y. OF CONCRETE POURED
PER DAY. SLUMP AND AIR TESTS REQUIRED ON SAME
I
LOAD AS CYLINDERS. -
131 IN ADDITION TO IN-PLACE DENSITY TESTING, THE SUBGRADE AND 13ASEROCK SHALL BE
PROOF -ROLLED WITH A LOADED 10 -YARD DUMP TRUCK PROVIDED BY THE CONTRACTOR.
BASEROCK PROOF ROLL SHALL TAKE PLACE IMMEDIATELY PRIOR TO (WITHIN 24 HOURS OF)
PAVING, AND SHALL'BE WITNESSED BY THE OWNER'S REPRESENTATIVE LOCATION AND PATTERN
OF PROOF ROLL TO BE AS DIRECTED BY OWNER'S REPRESENTATIVE OR APPROVING AGENCY.
33. ALL ENGINEERED FILLS REQUIRE AN APPROVED INDEPENDENT TESTING LABORATORY RETAINED BY
THE CONTRACTOR, TO PROVIDE WRITTEN CERiincATioN STAMPED By AN OREGON REGISTERED
PROFESSIONAL ENGINEER STATING THAT THE SUBGRADE WAS PREPARED AND ALL EN61NEERED
FILLS WERE PLACED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND CONTRACT
DOCUMENTS.
34. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE COMPILED
FROM AVAILABLE RECORDS MD/OR FIELD SURVEYS. WE 00 NOT GUARANTEE THE ACCURACY OR
THE COMPLETENESS OF SUCH RECORDS. ADDITIONAL UTILITIES MAY EXIST WITHIN THE WORK
AREA. CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND SIZES OF ALL EXISTING UTILITIES PRIOR
TO CONSTRUCTION.
35. ANY UTILITIES LOCATED IN THE FIELD THAT THE CONTRACTOR DISRUPTS OR DAMAGES SHALL BE
PROMPTLY REPAIRED TO NEW CONDITION. IF REQUIRED, CONTRACTOR SHALL INSTALL SUITABI E
TEMPORARY SERVICE UNTIL REPAIR CAN BE COMPLETED. THE COST OF THE REPAIR OR
TEMPORARY SERVICE SHALL BE BORNE BY THE CONTRACTOR.
36. N07IFY THE OWNER AND OWNER'S REPRESENTATIVE IMMEDIATELY OF ALL UTILITIES EXPOSED.
UNIDENTIFIED UTILITIES SHALL NOT BE DISRUPTED OR CUT UN11L OWNER OR OWNER'S
REPRESENTATIVE HAS APPROVED THE CUT OR DISRUPTION.
37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND MARKING ALL EXISTING SURVEY
MONUMENTS OF RECORD (INCLUDING BUT NOT LIMITED TO PROPERTY AND STREET MONUMENTS)
PRIOR TO CONSTRUCTION. IF ANY SURVEY MONUMENTS ARE REMOVED, DISTURBED OR DESTROYED
DURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL RETAIN AND PAY FOR THE
SERVICES OF A REGISTERED PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF OREGON TO
REFERENCE AND REPLACE ALL SUCH MONUMENTS PRIOR TO SUBSTANTIAL COMPLETION OF THE
PROJECT. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE
COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY PER ORS 209-150.
'
38. CONTRACTOR SHALL FIELD VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES WHERE NEW
FACILITIES CROSS. ALL UTILITY CROSSINGS SHOWN ON THE DRAWINGS SHALL BE POTHOLED
USING HAND TOOLS OR OTHER NON-INVASIVE METHODS PRIOR TO EXCAVATING OR BORING.
H XPOSING POTENTIAL UTILITY CONFLICTS FAR ENOUGH
AHEAD OF CONSTRUCTION TO MAKE NECESSARY GRADE OR ALIGNMENT MODIFICATIONS WITHOUT
DELAYING THE WORK. IF GRADE OR ALIGNMENT MODIFICATION IS NECESSARY, CONTRACTOR SHALL
NOTIFY THE ENGINEER, AND THE ENGINEER OR THE OWNER'S REPRESENTATIVE SHALL OBTAIN
APPROVAL FROM THE CITY PRIOR TO CONSTRUCTION.
39. ALL FACILITIES SHALL BE MAINTAINED IN-PLACE BY THE CONTRACTOR UNLESS OTHERWISE SHOWN
OR DIRECTED. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO SUPPORT, MAINTAIN,
. OR OTHERWISE PROTECT EXISTING UTILITIES AND OTHER FACILITIES AT ALL TIMES DURING
CONSTRUCTION. CONTRACTOR TO LEAVE EXISTING FACILITIES IN AN EQUAL OR
BETTER -THAN -ORIGINAL CONDITION.
40. UTILITIES OR INTERFERING PORTIONS OF UlIU71ES THAT ARE ABANDONED IN PLACE SHALL BE
REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE
CONTRACTOR SHALL HAVE ALL OPENINGS CLOSED WITH CONCRETE PLUGS NTH A MINIMUM
LENGTH EQUAL TO 2 TIMES THE DIAMETER OF THE ABANDONED PIPE.
41. CONTRACTOR S14ALL REMOVE ALL EXISTING SIGNS, MAILBOXE% FENCES, LANDSCAPING, ETC., AS
REQUIRED TO AVOID DAMAGE DURING CONSTRUCTION AND REPLACE THEM TO EXISTING OR BETTER
CONDITION.
42. IF SPRINGS OR GROUNDWATER ARE ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR
. .
SHALL NOTIFY THE OWNEWS REPRESENTATIVE OF THE CONDITIONS FOUND AND COORDINATE THE
ACTIVITIES IN A MANNER THAT WILL ALLOW TIME TO REVIEW THE 51TUAMON AND PREPARE A
PLAN TO PROPERLY MITIGATE THE WATER ENCOUNTERED.
43. CONTRACTOR SHALL COORDINATE AND PAY ALL COSTS ASSOCIATED NTH REMOVING OR
ABANDONING ANY SEPTIC TANKS, WELLS (INCLUDING BOREHOLE PiEZOMETERS), AND FUEL TANKS
ENCOUNTERED AS PER REGULATING AGENCY REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE
OWNEWS REPRMTA71VE IMMEDIATELY UPON DISCOVERY OF ANY SEPTIC TANKS, WELLS, OR FUEL
TANKS, AND OBTAIN APPROVAL FROM THE OWNEWS REPRESENTATIVE PRIOR TO PROCEEDING NTH
THE WORK. THE'CONTRACTOR SHALL PROVIDE THE OWNER NTH A DETAILED COST BREAKDOWN
OF ALL WORK RELATED TO REMOVING OR ABANDONING SAID STRUCTURES. THE CONTRACTOR
WILL BE REIMBURSED ON A 71ME & MATERIALS BASIS OR AT A NEGOTIATED PRICE AS AGREED.
44. THE CONTRACTOR SHALL BE RESPONSIBIE FOR MANAGING CONSTRUCTION Aciivi*nES TO ENSURE
I THAT PUBLIC STREETS AND RIGHT-OF-WAYS ARE KEPT CLEAN OF MUD, DUST OR DEBRIS. DUST
ABATEMENT SHALL BE MAINTAINED BY ADEQUATE WATERING OF THE SITE BY THE CONTRACTOR.
45. PRIVATE GRADING, ROCKING AND PAVING TO CONFORM TO OREGON STANDARD SPECIFICA71ONS
FOR CONSTRUCTION (OSSC/0DOT/APWA) AND IBC, CURRENT EDITIONS.
46. CLEAR AND GRUB WITHIN WORK LIMITS ALL SURFACE VEGETATION, TRES, STUMM BRUSH,
ROOTS. ETC. DO NOT DAMAGE OR REMOVE TRES EXCEPT AS APPROVED BY THE OYMEWS
REPRESENTATIVE OR AS SHOWN ON THE DRAWINGS. PROTECT ALL ROOTS TWO INCHES IN
DIAMETER OR LARGER. 1
47. STRIP WORK LIMITS, REMOVING ALL ORGANIC MATTER, WHICH CANNOT BE COMPACTED INTO A
STABLE MAS& ALL TRES. BRUSH, AND DEBRIS ASSOCIATED WITH CLEARING, STRIPPING OR
GRADING SHALL BE REMOVED AND DISPOSED OF OFF-SITE.
48, ALL FILLS SHALL BE ENGINEERED EXCEPT FOR FILLS LESS THAN 18 -INCHES IN DEPTH WHICH ARE
LOCATED OUTSIDE THE PUBLIC RIGHT-OF-WAY, BUILDING PADS, PARKING LOTS OR OTHER AREAS
TO BE IMPROVED. ENGINEERED FILLS SHALL BE CONSTRUCTED NTH MAXIMUM 8' LIFTS (LOOSE
MEASURE) OVER APPROVED SUBGRADE. EACH LIFT SHALL BE COMPACTED TO 95% OF THE
MAXIMUM DRY DENSITY PER AASHT0 T-180 TEST METHOD (MODIFIED PROCTOR).
49. AREAS TO RECEIVE ENGINEERED OR STRUCTURAL Fl" SHALL BE PREPARED 13Y REMOVING ALL
ORGANIC AND UNSUITABLE MATERIALS AND PROOF ROLLING. MATERIAL IN SOFT SPOTS WITHIN
AREAS TO BE IMPROVED SHALL BE REMOVED TO THE DEPTH REQUIRED (AS DIRECTED BY THE
OWNER'S REPRESENTATIVE) TO PROVIDE A FIRM FOUNDATION AND SHALL BE REPLACED WITH
SUITABLE COMPACTED BACKFILL
50. GRANULAR BASEROCK SHALL CONFORM TO THE REQUIREMENTS OF OSSC (ODOT/APAA) 02630.10
(DENSE GRADED BASE AGGREGATE). COMPACT BASEROCK TO 95% OF THE MAXIMUM DRY
DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED PROCTOR). WRITTEN BASEROCK
COMPACTION TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST BE RECEIVED BY
THE OWNEWS AUTHORIZED REPRESENTATIVE BEFORE PLACING AC PAVEMENT.
51. A.0 PAVEMENT SHALL BE 1/2' DENSE GRADED MIX CONFORMING TO OSSC (ODOT/APWA) 00744
NOT MIXED ASPHALT CONCRETE (HMAC) PAVEMENT A.C. PAVEMENT SNAIL BE LEVEL 2 HMAC
PER OSSC (ODOT/APWA) 00744.13. A.C. PAVEMENT SHALL BE COMPACTED TO A MINIMUM OF
91% OF MAXIMUM DENS17Y AS DETERMINED BY THE RICESTANDARD METHOD. WRITTEN AC
PAVEMENT COMPAC71ON TEST RESULTS FROM AN INDEPENDENT TESTING LABORATORY MUST BE
RECEIVED BY THE OWINEWS AUTHORIZED REPRESENTATIVE BEFORE FINAL PAYMENT.
52. FOR PARKING LOTS OR PRIVATE ACCESS DRIVES, THE FINAL LIFT OF AC PAVEMENT SHALL NOT
BE PLACED UNTIL AFTER THE BUILDING IS FULLY ENCLOSED AND WEATHERPROOF, UNLESS
OTHERWISE APPROVED BY THE OWNEWS AUTHORIZED REPRESENTATIVE.
53. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT GRADES SHALL BE RUN BETWEEN AH
FINISH GRADE ELEVATIONS MD/OR FINISH CONTOUR LINES SHOWN.
1
54. FINISH PAVEMENT GRADES AT TRMSITION TO EXISTING PAVEMENT SHALL MATCH EXISTING
PAVEMENT GRADES OR BE FEATHERED PAST JOINTS NTH EXISTING PAVEMENT AS REQUIRED TO
PROVIDE A SMOOTH, FREE DRAINING SURFACE
�
55. ALL EXISTING OR'CONSTRUCTED MANHOLES, CLEMOUTS, MONUMENT BOXES, GAS VALVES, WATER
VALVES AND SIMILAR STRUCTURES SHALL BE ADJUSTED TO MATCH FINISH GRADE OF THE
PAVEMENT, 51DEWALK, LANDSCAPED AREA OR MEDIAN STRIP WHEREIN THEY LIE. VERIFYTHAT
ALL VALVE BOXES AND RISERS ARE CLEAN MD CENTERS) OVER THE OPERATING NUT.
56. FINISHED RIM ELEVATIONS OF MMHOLES SHOWN WITHIN PAVEMENT ARE APPROXIMATE AND SHALL
MATCH FINAL FINISHED PAVEMENT GRADES. NO CUT OR FILL SLOPES SHALL BE CONSTRUCTED
STEEPER THAN 2 FT. 'HORIZONTAL TO 1 FT, VERTICAL (2HAV) UNLESS OTHERWISE SHOWN ON THE
DRAWINGS AND APPROVED BY THE GEOTECHNICAL ENGINEER FOR THE PROJECT.
57. ALL PLANTER AREAS AND OPEN SPACE SHALL BE BACKFILLED NTH APPROVED TOPSOIL IN
CONFORMANCE WITH, THE LANDSCAPE PLAN FOR THE PROJECT. STRIPPING MATERIALS SHALL NOT
BE USED FOR BACKFILL, UNLESS APPROVED IN WRITING BY THE OWNER'S REPRESENTATIVE.
58., THE CONTRACTOR IS RESPONSIBLE TO INSURE 1.0% MINIMUM SLOPE ON ALL NEW CONCRETE AND
ASPHALT SURFACES TO PREVENT PONDING, ANY DISCREPANCIES THAT MAY AFFECT ADA
COMPLIANCE, PUBLIC SAFETY, OR PROJECT COST MUST BE IDENTIFIED IN WRITING TO THE
OWNEWS REPRESENTATIVE IMMEDIATELY. PROCEEDING NTH CONSTRUCTION WITHOUT OWNEWS
REPRESENTATIVE AUTH014ZATION AND REVIEW OF THE DISCREPANCY IS AT THE CONTRACTOWS
OWN COST RISK.
59. 6 -INCHES NOMINAL CURB EXPOSURE USED FOR DESIGN OF ALL PARKING LOT GRADES, UNLESS
OTHERWISE SHOWN OR INDICATED ON THE DRAWINGS. �
1
60. WERE NEW CURBING CONNECTS TO EXIS11NG CURBING OR IS INSTALLED ALONG EXISTING STREETS
OR PAVEMENT, THE GUTTER GRADE SHALL MATCH THE EXISTING STREET GRADES SO AS TO
ALLOW DRAINAGE FROM THE STREET TO THE GUTTER AND THROUGH ANY TRANSITIONS. THE
CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IN WR171NG OF MY GRADE
DISCREPANCIES OR PROBLEMS PRIOR TO CURB PLACEMENT. .
61. CONTRACTOR SHALL CONSTRUCT HANDICAP ACCESS RAMPS WHERE SHOW IN ACCORDANCE NTH
CURRENT ADA REQUIREMENTS. .
62. SIDEWALKS SHALL BE A MINIMUM OF 4 -INCHES THICK. COMMERCIAL USE DRIVEWAYS SHALL BE
MINIMUM 8 -INCHES THICK. ALL CURBS, SIDEWALKS AND DRIVEWAYS SHALL BE CONSTRUCTED
USING 3300 -PSI CONCRETE, AND SHALL BE CURED WITH TYPE 1 OR TYPE 1D CLEAR CURING
COMPOUND.
63. PRIOR TO INSTALLA71ON OF CURB, GUTTER, ADA RAMPS, OR SIDEWALK THE ONEWS
REPRESENTATIVE MD/OR CITY INSPECTOR SHALI BE CONTACTED TO INSPECT STRING LINE,
BASEROCK, AND FORMWORK
64. WERE EXCAVATION REQUIRES REMOVAL OF PCC CURBS AND/OR SiDEWALKS, THE CURBS MD/OR
SIDEWALKS SNAIL BE SAWCUT AND REMOVED AT A TOOLED JOINT UNLESS OTHERWISE
AUTHORIZED IN WRITING BY THE CITY OR OWNEWS REPRESENTATIVE. THE SAWCUT LINES SHOWN
ON THE DRAWINGS ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT ALIGNMENT OF SUCH
WIS.
65. THE CONTRACTOR SHALL HAVE APPROPRIATE EQUIPMENT ON SITE TO PRODUCE A FIRM, SMOOTH,
UNDISTURBED SUBGRADE AT THE TRENCH BOTTOM, TRUE TO GRADE. THE BOTTOM OF THE
MUCH EXCAVA71ON SHALL BE SMOOTH, FREE OF LOOSE MATERIALS OR TOOTH GROOVES FOR
THE ENTIRE WIDTH OF THE TRENCH PRIOR TO PLACING THE GRANULAR BEDDING MATERIAL
66. ALL PIPES SHALL BE BEDDED WITH MINIMUM 6 -INCHES OF 3le-0 CRUSHED ROCK BEDDING AND
BACKFIM WTH COMPACTED 3/4--O CRUSHED ROCK IN THE PIPE ZONE (CRUSHED ROCK SHALL
EXTEND A MINIMUM OF 12 -INCHES OVER THE TOP OF THE PIPE IN ALL CASES). CRUSHED ROCK
TRENCH BACKFILL SHALL BE USED UNDER ALL AREAS TO BE IMPROVED, INCLUDING PAVEMENT,
SIDEWALKS, FOUNDATION SLABS, BUILDINGS, ETC.
67. GRANULAR TRENCH BEDDING AND BACKFILL SHALL CONFORM TO THE REQUIREMENTS OF OSSC
(ODOT/APWA) 02630.10 (DENSE GRADED BASE AGGREGATE). 3le-0. COMPACT GRANULAR
BACKFILL TO 92% OF THE MAXIMUM DRY DENSITY PER AASHTO T-180 TEST METHOD (MODIFIED
PROCTOR).
68. ALL NON-METALLIC WATER, SANITARY AND STORM -SEWER PIPING SHALL HAVE AN ELECTRICALLY
CONDUCTIVE INSULATED 12 GAUGE COPPER TRACER WIRE THE FULL LENGTH OF THE INSTALLED
PIPE USING BLUE WIRE FOR WATER AND GREEN WIRE FOR STORM AND SANITARY PIPING. TRACER
WIRE SHALL BE EXTENDED UP INTO ALL VALVE BOXES, CATCH BASINS, MANHOLES AND LATERAL
CLEMOUT BOXES, TRACER WIRE PENETRATIONS INTO MANHOLES SHALL BE WITHIN 18 INCHES OF
THE RIM ELIEVA71ON AND ADJACENT TO MANHOLE STEPS. THE TRACER WIRE SHALL BE TIED TO
THE TOP MANHOLE STEP OR OTHERWISE SUPPORTED TO ALLOW RETRIEVAL FROM THE OUTSIDE OF
THE MANHOLE.
I
I
,
69. NO TRENCHES IN SIDEWALKS, ROAD% OR DRIVEWAYS SHALL BE LEFT IN AN OPEN CONDITION
OVERNIGHT. ALL SUCH TRENCHES SHALL BE CLOSED BEFORE THE END OF EACH WORKDAY AND
NORMAL TRAFFIC AND PEDESTRIAN FLOWS RESTORED.
70. CITY FORCES TO OPERATE ALL VALVES, INCLUDING FIRE HYDRANTS, ON EXISTING PUBLIC MAINS.
71. NO CONNECTION TO EXISTING WATER LINES SHALL BE MADE WITHOUT AUTHORIZATION FROM THE
CITY.
72, ALL WATER LINES AND APPUR7ENMCES SHALL BE INSTALLED IN ACCORDANCE WITH AAWA
STANDARDS, OREGON ADMINISTRA71VE RULES (OAR), THE OREGON PLUMBING SPECIALTY CODE
(OPSC), AND LOCAL APPROVING JURISDICTION STANDARD&
73. ALL PRIVATE WATER MAINS SHALL BE CLASS 52 DUCTILE IRON OR C-900 Pvc (DR 18). ALL
FITTINGS 4 -INCHES THROUGH 24 INCHES IN DIAMETER SHALL BE DUCTILE IRON FITTINGS IN
CONFORMANCE NTH AWWA C-153 OR AWWA C-110. THE MINIMUM WORKING PRESSURE FOR ALL
MJ CAST IRON OR DUCTILE IRON FITTINGS 4 -INCHES THROUGH 24 -INCH IN DIAMETER SHALL BE
350 PSI FOR MJ FITTINGS AND 250 PSI FOR FLANGED FITTINGS.
�
I
1
74. ALL WATER MAINS TO BE INSTALLED NTH A MINIMUM 36 INCH COVER To FINISH GRADE UNLESS
OTHERWISE NOTED OR DIRECTED. WATER SERVICE IMES SHALL BE INSTALLED WITH A MINIMUM
30 -INCH COVER. DEEPER DEPTHS MAY BE REQUIRED AS SHOO ON THE DRAWINGS OR TO
AVOID OBSTRUCTIONS MD CONFLICTS.
75. THRUST RESTRAINT SHALL BE PROVIDED ON ALL BENDS, TEES AND 07HER DIRECTION CHANCES
PER LOCAL JURISDICTION REQUIREMENTS MD AS SPECIFIED OR SHOWN ON THE DRAWINGS. ALL
RESTRAINED MECHANICAL JOINT FITTINGS SHALL INCLUDE THE REQUIRED NUMBER OF PUSH -ON
PIPE JOINT RESTRAINTS TO OBTAIN THE NECESSSARY PIPE RESTRAINED LENGTH.
,
76. WATER SERVICE PIPE ON THE PUBLIC SIDE OF THE METER SHALL CONFORM TO APPROVING
AGENCY CONSTRUC71ON STANDARDS.
�
77. WATER SERVICE PIPE 3 -INCH AND SMALLER ON THE PRIVATE SIDE OF THE METER SHALL BE
SCHEDULE 80 PVC. PRIVATE WATER SERVICE PIPING SHALL BE HYDROSTATICALLY PRESSURE
TESTED TO A MINIMUM OF 150% OF THE MAXIMUM STATIC PRESSURE AT THE SITE_ ALL
MATERIALS AND WORKMANSHIP FOR PRIVATE WATER LINES SHALL BE INSTALLED IN CONFORMANCE
.
V47H OPSC REQUIREMENTS BY A LICENSED PLUMBER. .
78. DOMESTIC, IRRIGATION AND FIRE BACKFLOW PREVENTION DEVICES AND VAULTS SHALL CONFORM
TO REQUIREMENTS OF P ' UBLJC MD/OR PRIVATE AGENCIES HAVING JURISDICTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING BACKFLOW DEVICES TESTED AND CERTIFIED
PRIOR TO FINAL ACCEPTANCE OF THE WORK.
79. CONTRACTOR SHALL PROVIDE ALL NECESSARY E I QUIPMENT AND MATERIALS (INCLUDING PLUGS,
BLOWOFFS, VALVES, SERVICE TAPS, ETC.) REQUIRED TO FLUSH, TEST AND DISINFECT WATERLINES
PER PUBLIC AGENCY REQUIREMENTS PRIOR TO PLACING IN70 SERVICE.
80. THE WORK SHALL BE PERFORMED IN A MANNER DESIGNATED TO MAINTAIN WATER SERVICE TO
BUILDINGS SUPPLIED FROM THE EXISTING WATERLINES. IN NO CASE SNAIL SERVICE TO ANY MAIN
LINE OR BUILDING BE INTERRUPTED FOR MORE THAN FOUR (4) HOURS IN ANY ONE -DAY,
CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RESIDENTS AND 13USINESSES A MINIMUM
OF 24 BUSINESS HOURS (1 BUSINESS DAY) BEFORE ANY INTERRUPTION OF SERVICE.
81. A MINIMUM OF TEN FEET (16) HORIZONTAL SEPARATION, MEASURED FROM EDGE-TO-EDGF, IS
REQUIRED BETWEEN PUBLIC WATER AND SANITARY SEWER LINES AND MANHOLES. ALL PUBLIC
CONSTRUCTION SHALL CONFORM TO DEQ AND OAR 333 REQUIREMENTS FOR SEPARATION.
82. PRIVATE WATER LINES SHALL HAVE A MINIMUM OF 12 -INCHES CLEAR ABOVE THE TOP OF
PRIVATE SANITARY SEWER LINES AND A MINIMUM OF 12-INNES OF HORIZONTAL SEPARATION IN
ACCORDANCE NTH CURRENT OREGON PLUMBING SPECIALTY CODE (OPSC).
83. SANITARY SEWER PIPE SHALL BE SOLID WALL PVC IN CONFORMANCE WITH ASTM D3034, SDR 35.
MINIMUM S71FFNESS SHALL,BE 46 PSI PER ASTM D-2412 AND JOINT TYPE SHALL BE
ELASTOMERIC CASKET CONFORMING TO ASTM D-3212. ALL OTHER APPURTENANCES AND
INSTALLATION TO CONFORM TO THE CITY SPECIFICATIONS. ALL MATERIALS AND WORKMANSHIP
FOR PRIVATE SANITARY SEWERS SHALL BE INSTALLED IN CONFORMANCE NTH OPSO
REQUIREMENTS.
84. ALL PRECAST MANHOLES SHALL BE PROVIDED WITH INTEGRAL RUBBER BOOTS. W14ERE MANHOLES
WITHOUT INTEGRAL RUBBER BOOTS ARE APPROVED BY THE OWNER'S REPRESENTATIVE AND
AGENCY NTH JURISDICTION, A PIPE JOINT SHALL BE PROVIDED ON ALL MAINLINES WITHIN 1.5
FEET OF THE OUTSIDE FACE OF THE MANHOLE. �
85. CONTRACTOR SHALL PROVIDE ALL NECESSARY MATERIALS, EQUIPMENT AND FACILITIES TO TEST
SANITARY SEWER PIPE AND APPURTENANCES FOR LEAKAGE IN ACCORDANCE NTH TESTING
SCHEDULE STATED ABOVE OR THE CITY'S CONSTRUCTION STANDARDS, WHICHEVER ARE MORE
STRINGENT. SANITARY SEWER PIPE AND APPURTENANCES SHALL BE TESTED FOR LEAKAGE.
I EAKAGE TESTS SHALL INCLUDE AN AIR TEST OF ALL SEWER MAINS AND LATERALS AND VACUUM
TESTING OF THE MANHOLES. MANHOLE. TESTING SHALL BE PERFORMED AFTER COMPLETION OF AC
PAVEMENT AND FINAL SURFACE RESTORATION.
86. BEFORE MANDREL TESTING MD/OR TV INSPECTION, FLUSH AND CLEAN ALL SEWERS, AND REMOVE
ALL FOREIGN MATERIAL FROM THE MAINLINES AND MANHOLES.
87. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE SANITARY SEWER PIPES BY PULLING
AN APPROVED MANDREL THROUGH THE COMPLETED PIPELINE FOLLOWING TRENCH COMPACTION,
THE DIAMETER OF THE MANDREL SHALL BE 957* OF THE INITIAL PIPE DIAMETER. TEST SHALL BE
CONDUCTED NOT LESS THAN 30 DAYS AFTER THE TRENCH BACKFILLING AND COMPACTION HAS
BEEN COMPLETED, UNLESS OTHERWISE APPROVED BY THE CITY AND OYMEWS REPRESENTATIVE.
88, STORM SEWER PIPE MATERIALS TO CONFORM TO THE CONSTRUCTION DRAWINGS MD CITY
REQUIREMENTS. STORM SEWER PIPE MUST BE INSTALLED WITH WATERTIGHT JOINM CONTRACTOR
SHALL USE UNIFORM PIPE MATERIAL ON EACH PIPE RUN BETWEEN STRUCTURES UNLESS
� OTHERWISE DIRECTED OR APPROVED. JOINTED HDPE PIPE SHALL NOT BE USED FOR SLOPES
EXCEEDING TEN PERCENT (107.). ALL MATERIALS MD WORKMANSHIP FOR ALL PRIVATE STORM
DRAINS SHALL BE INSTALLED IN CONFORMANCE NTH OPSC (MUST BE CHANGED IF WORKING IN
AN07HER STATE) REQUIREMENM
STORM PIPE COVER DEPTH STORM PIPE MATERIAL
(MEASURED FROM FINISH
GRADE TO TOP OF PIPE)
LESS THAN 2 FEET CLASS 52 DUCT" IRON PIPE (e); .
CLASS 50 DUCTILE IRON PIPE (6- TO 12')
2 FEET OR MORE CLASS 3, AS7M C-14 ' NON -REINFORCED CONCRETE PIPE
ASTM 150 TYPE 11 CEMENT, OR PVC PIPE CONFORMING TO
AWWA C900 DR 18 (9 70 12')
Z5 FEET OR MORE PVC PIPE CONFORMING TO ASTM.D-3034 SOLID WAll PVC
SDR 35 WITH BELL AND SPIGOT JOINTS AND RUBBER I
GASKETS (e TO 18'); OR HDPE ADS N-12 18 ST, HANCOR
I
SURE-LOK F477 PIPE SHALL BE INSTALLED FOR PIPE SLOPES
LESS THAN 67.(6- TO 30") AND HDPE ADS N-12 IB WT,
HANCOR BLUE SEAL PIPE SHALL BE INSTALLED FOR PI ' PE
SLOPES GREATER THAN OR EQUAL TO 6% BUT LESS THAN
10% (6" TO 31f). HDPE PIPE IF USED SHALL CONFORM TO
'
AASHTO M-252 (8- TO 1T) OR AASHTO M-294 (12- TO W).
89. CONTRACTOR SHALL DESIGNATE THE PIPE MATERIAL ACTUALLY INSTALLED ON THE FIELD RECORD
'DRAWINGS AND PROVIDE THIS INFORMATION FOR INCLUSION ON THE AS -BUILT DRAWINGS.
�
90. STORM DRAIN INLETS SHALL BE SET SQUARE WITH BUILDINGS OR WITH THE EDGE OF THE
PARKING LOT OR STREET WHEREIN THEY LIE. STORM DRAIN INLET STRUCTURES AND PAVING
SHAH BE ADJUSTED SO WATER FLOWS INTO THE STRUC17JRE WITHOUT PONDING WATER.
91. UNLESS OTHERWISE APPROVED BY THE ENGINEER, ALL STORM DRAIN CONNECTIONS SHALL BE BY
MANUFACTURED TEES, WYES OR SADDLES.
92, UNLESS OTHERWISE SHOWN ON, THE DRAWINGS, ALL STORM PIPE INLETS & OUTFALLS SHALL BE
BEVELED FLUSH TO MATCH THE SLOPE WHEREIN THEY LIE.
93. DEFLECT STORM SEWER PIPE INTO CATCH BASINS AND MANHOLES AS REQUIRED. MAXIMUM JOINT
�
DEFLECTION SHALL NOT EXCEED 5 DEGREES OR MANUFACTURERS RECOMMENDATIONS, WHICHEVER
IS LESS. .
.
94, UNLESS OTHERWISE SHOWN OR DIRECTED, INSTALL STORM SEWER PIPE IN ACCORDANCE WITH
MANUFACTURER'S INSTALLA71ON GUIDELINES.
95. BEFORE MANDREL TESTING OR FINAL ACCEPTANCE, FLUSH AND CLEAN ALL STORM DRAINS, AND
REMOVE ALL FOREIGN MATERIAL FROM THE PIPES� MANHOLES AND CATCH BASINS.
1
96. CONTRACTOR SHALL CONDUCT DEFLECTION TEST OF FLEXIBLE STORM SEWER PIPES BY PULLING
AN APPROVED MANDREL THROUGH THE COMPLETE) PIPELINE FOLLOWING TRENCH COMPACTION.
THE DIAMETER OF THE MANDREL SHALL BE 95% OF THE INITIAL PIPE DIAMETER. TEST SHALL BE
CONDUCTED NOT MORE THAN 3o DAYS AFTER THE TRENCH BAcKnWNG AND COMPACTION HAS
BEEN COMPLETED.
97. * ALL NEW FRANCHISE AND PRIVATE UTILITIES (POWER, CABLE TV, TELEPHONE, GAS, DATA,
COMMUNICATION, ALARMS, ETC.) SHALL BE INSTALLED UNDERGROUND IN CONFORMANCE NTH
UTILITY SERVICE PROVIDER INSTALLATION SPECIFICATIONS AND STANDARDS. IN8TALLATION OF
SUCH U11UTIES OR ASSOCIATED CONDUITS IN A COMMON TRENCH NTH WATER, SANITARY SEWER,
OR STORM'SEWER IS PROHIBITED.
98. CONTRACTOR SHALI COORDINATE WITH POWER, TELEPHONE AND CABLE TV COMPANIES FOR
LOCATION OR RELOCATION OF VAULTS, PEDESTALS, ETC. ALL ABOVE -GRADE FACILITIES SHALL
BE PLACED IN A LOCATION OUTSIDE THE PROPOSED SIDEWALK LOCATION.
99. POWER, TELEPHONE AND TV TRENCHING AND CONDUITS SHALL BE INSTALLED PER UTILITY
COMPANY REQUIREMENTS NTH PULL NRE. CONTRACTOR SHALL VERIFY NTH UTILITY COMPANY
FOR SIZE, LOCATION MD TYPE OF CONDUIT BEFORE CONSTRUCTION, AND SHALL ENSURE THAT
TRENCHES ARE ADEQUATELY PREPARED FOR INSTALLATION PER UTILITY COMPANY REQUIREMENTS.
I ALL CHANGES IN DIRECTION OF UTILITY CONDUIT RUNS SHALL HAVE LONG RADIUS STEEL BENDS.
100. CONTRACTOR SHALL N01IFY AND COORDINATE NTH FRANCHISE u,flu,nES FOR REMOVAL OR
RELOCATION OF POWER POLES, VAULTS� PEDESTALS, MANHOLES, ETC., TO AVOID CONFLICT NTH
CITY UTILITY STRUCTURES� FIRE HYDRANTS, METERS, SEWER OR STORM LATERALS, ETC.
101. ALL FRANCHISE UTILITY STRUCTURES (VAULTS, PEDESTALS, LIGHT POLES, ETC.) SHALL BE SET A
MINIMUM OF 1 FOOT FROM ANY PROPERTY CORNER OR SURVEY MONUMENT.
AMERl�ANa_tA.TH,plSA8lLlTl CT , �ADA
�
1. CONTRACTORS SHALL EXERCISE APPROPRIATE CARE MD PRECISION IN CONSTRUCTION OF ADA
ACCESSIBLE COMPONENTS ON THE PROJECL THE ADA COMPONENTS MUST COMPLY NTH ALL
LOCAL, STATE, AND FEDERAL ACCESSIBILITY RULES, CODES, AND REGULATIONS.
�
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2. FINISHED SURFACES ALONG THE ACCESSIBLE PATH OF TRAVEL, FROR PARKING STALLS, PUBLIC
TRANSPORTATION, AND PEDESTRIAN ACCESSWAYS TO THE POINT(S) OF ACCESSIBLE BUILDING
INGRESS AND EGRESS SHALL COMPLY V47H ADA CODE REQUIREMENTS,
3. PARKING SPACE MD AISLE SLOPE SHALL NOT EXCEED 1:48 (1le PER FOOT OR NOMINALLY
2.07.) IN ANY DIRECTION.
4. CURB RAMP SLOPE SHALL NOT EXCEED 112 (8,37o) FOR A MAXIMUM OF SIX (6) FEET.
I
1
5. LANDINGS SHALL BE PROVIDED AT EACH END OF RAMPS, SHALL HAVE POSITIVE DRAINAGE� AND
SHALL NOT EXCEED 1:48 (Ile PER FOOT OR NOMINALLY 2.07.) IN ANY DIRECTION.
6. PATH OF TRAVEL ALONG ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM OF 36 INCH
UNOBSTRUCTED WIDTH OF TRAVEL THE SLOPE MALL BE NO GREATER THAN 1:20 (5.070 OR
5/8- PER FOOT) IN THE DIRECTION OF. TRAVEL, AND SHALL NOT EXCEED 1:48 (1/e PER FOOT
OR NOMINALLY 2.0%) IN CROSS SLOPE. WHERE PATH OF TRAVEL WILL BE GREATER THAN 1-20
(5.07.), AN ACCESSIBLE RAMP WITH A MAXIMUM SLOPE OF 1:12 (a.37.) FOR A MAXIMUM DISTANCE
OF 30 FEET SHAII BE PROVIDED INCLUDING HMDRAILS. THE RAMP SHALL HAVE ACCESSIBLE
HAND RAILS AND LANDINGS ON EACH END NTH A SLOPE IN ANY DIREC11ON NOT EXCEEDING 1:48
(1/4! PER FOOT OR NOMINALLY 2.07.). .
7. DOORWAYS SHALL HAVE A LANDING AREA ON THE EXTERIOR SIDE OF THE DOOR THAT IS SLOPED
NO MORE THAN 1:48 (1/4! PER FOOT OR NOMINALLY 2.07.) FOR POSITIVE DRAINAGE THIS
LANDING AREA SHALL BE NO LESS THAN 60 INCHES (5 FEET) LONG, EXCEPT WHERE OTHERWISE
PERMITTED BY ACCESSIBILITY STMDARDS FOR ALTERNATIVE DOORWAY OPENING COND11IONS AND
APPROVED BY THE OWNER'S REPRESENTATIVE.
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JOB NUMBER
1 5722-02 1
SHEET
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'CONTRACTOR SHALL COORDINATE WITH THE CITY
OF SPRINGFIELD TO OBTAIN PERMITS NECESSARY
,FOR INSTALLATION OF INLET PROTECTION. - - - - -
SEDIMENT FENCE, TYP. END SEDIMENT
FENCE
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DIRECTION OF POST -DEVELOPED RUNOFF
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CONCRETE WASHOUT
EROSION AND _ SEDIMENT CONTROL NOTES:
1. THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME
"DRY WEATHER" CONSTRUCTION. "WET WEATHER"
CONSTRUC11ON MEASURES NEED TO BE USED BETWEEN
OCTOBER 1st AND MAY 31st OR AS FIELD CONDITIONS
DICTATE.
2. ALL PROPOSED SLOPE GRADING SHALL CONFORM TO I.B.C.
REQUIREMENTS FOR BENCHING AND DRAINAGE.
3. ALL ESC MEASURES MUST BE IN PLACE, FUNCTIONAL, AND
APPROVED IN AN INITIAL INSPECTION, PRIOR TO
COMMENCEMENT OF CONSTRUCTION ACTIVITIES.
4. GRAVEL CONSTRUC11ON ENTRANCES ARE NOT NECESSARY AS
EXISTING PAVEMENT AND/OR BASE COURSE CAN BE USED
AT ALL ENTRANCES. PERIODIC TOP DRESSING WITH CLEAN
ROCK MAY BE REQUIRED DURING CONSTRUCTION.
5. CONTRACTOR SHALL COORDINATE WITH MCDONALD'S AND
ADJACENT PROPERTY OWNER TO OBTAIN PERMISSION FOR
CONSTRUCTION ON ADJACENT PROPERTY. NO WORK OUTSIDE
OF THE PROPERTY LINES SHALL OCCUR UNTIL PERMISSION IS
OBTAINED.
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AS NOTED
DATE: JUNE 6, 2017
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IREDESIGN - 8/29/2017 1
JOB NUMBER
5722-02
SHEET
C030
MATS/BLANKETS SHOULD BE
INSTALLED VERTICALLY DOWNSLOPE. C _
f
MIN. e r �'
OVERLAP
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ISOMETRIC VIEW
--- 12"
STAPLES
NOTM
1. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS AND GRASS. MATSALANKETS SHALL HAVE GOOD SOIL
CONTACT.
2 APPLY PERMANENT SEEDING BEFORE PLACING BLANKETS.
3. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH TETE SOIL. DO NOT STRETCH.
4 STAKING OR STAPLING LAYOUT PER MANUFACTURERS SPECIFICATIONS.
SLOPE NIATTINC
1" REBAR FOR
CATCH BASIN'GRATE BAG REMOVAL
4 i
. F�
CATCH BASIN
EXPANSION RESTRAINT
> S oa
. > fx2'x f RIBBER BLOCKS
STORM PIPE '
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POLYPROPYLENE
SILT SACK (WOVEN)
NOTE&
1. RECESSED CURB INLET CATCH BASINS MUST BE BLOCKED WHEN USING FILTER FABRIC INLET SACKS,
2, SIZE OF FILTER FABRIC INLET SACKS TO MATCH CATCH BASIN AS DETERMINER BY MANUFACTURER.
3. SILT SACK . SHALL BE EMPTIED AS NECESSARY.
4. CONTRACTOR SHALL REMOVE AND HAUL OFF SITE FOR DISPOSAL UPON PROJECT COMPLETION.
INLET PROTECTION (SILT SACK)
NTS
ANGLE SEDIMENT
FENCE TO ASSURE SOIL IS TRAPPED
(TYPICAL AT ENDS)
1
INTERLCf4�tI:D 2"x'2"
POSTS AND ATTACH
USE STITCHED LOOPS
CIYER 2"x 2" POSTS
3' MINIMUM
FROM TOE SLOPE
STITCHED LOOPS TO BE ..... �
INSTALLED TO THE
UPHU SIDE OF THE u
FENCE.
6" MAX. TRENCH WIDTH.
BACKFILL AND COMPACT TRENCH
AFTER FENCE INSTALLATION.
SIDE MEW
FRONT MEW
FILTER FABRIC MATERIAL
36" WIDE ROLLS
NOTES:
1. BURY BOTTOM OF FILTER FABRIC C VERTICALLY BELOW FINISHED GRADE'.
2: f x 2° FIR, PINE OR STEEL FENCE POSTS. POSTS TO BE INSTALLED ON ' UPHILL SIDE OF SLOPE,
3. SEDIMENT FENCE -SHALL BE CONSTRUCTED OF CONTINUOUS FILTER FABRIC TO MINIMIZF USE OF MINTS.
4. WHEN A JOINT IS REQUIRED, FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM
6 -INCH OVERLAP AND BOTH ENDS SECURELY FASTENED TO A POST.
MAINIMANCE NOII
1. SEDIMENT BARRIERS SHALL BE MAINTAINED UNTIL UPHILL AREA IS PERMANENTLY STABIUZED.
2. AT NO TIME SHALL MORE THAN 10 INCHES OF SEDIMENT BE ALLOWED TO ACCUMULATE UPHILL OF SEDIMENT
FENCES.
3. NEW SEDIMENT BARRIERS SHALL BE INSTALLED UPHILL AS REQUIRED TO CONTROL SEDIMENT TRANSPORT.
4.. SEDIMENT FENCE MUST BE ADEQUATELY SUPPORTED AS REQUIRED TO CONTROL SEDIMENT TRANSPORT.
5. FENCE SHALL NOT BE STAPLED? TO EXISTING TREES.
6. CONTRACTOR SHALT. REMOVE AND HAUL OFF SITE FOR DISPOSAL UPON PROJECT COMPLETION.
SEDIMENT FENCE
NIS
1.
2C
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_.---- SIGN TO BE POSTED AT ALL TIMES
1O' MIN- n
GROUND
CONCRETE WASHOUT
PIT AREA WITH SIGN.
BACKFILL. AND GRADE TO
MATCH EXISTING UPON
COMPLETION OF PROJECT
MIN,
18" MIN.
(Ty')
PLASTIC LINED
10' MIN
NOTE=S:
1. REMOVE AND LEGALLY DISPOSE OF WASTE MATERIAL WHEN IT ACCUMULATES TO 2/3 OF WET STORAGE CAPACITY OF
PIT.
2. CONCRETE WASHOUT AREA TO BE REPAIRED AND/OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR
CONCRETE,
3. UPON COMPLETION OF CONSTRUCTION ACTIVITIES REQUIRING CONCRETE WASHOUT, THE WASHOUT SHALL. BE REMOVED
AND THE ' AREA RESTORED TO FINISH GRADE: AND EXISTING CONDITION.
4. CONTRACTOR SHALL TAKE PRECAUTIONS SO AS TO NOT OVERFLOW PIT.
CONCRETE TRUCK WASHOUT
NIS
EROSION AND SEDIMENT. CONTROL. NOTES
1. THE IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN INCLUDING CONSTRUCTION,
MAINTENANCE, REPLACEMENT, AND UPGRADING OF THE EROSION AND SEDIMENT CONTROL MEASURES IS
THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY
THE LOCAL JURISDICTION AND VEGETATION/LANDSCAPING IS ESTABLISHED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL
EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, OR FEDERAL
REGULATIONS.
3. EROSION AND SEDIMENT CONTROL MEASURES MUST BE IN PLACE BEFORE VEGETA71ON 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, CATCH BASINS, AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS.
4. BEGIN LAND CLEARING, EXCAVATION, TRENCHING, CUTTING OR GRADING AFTER INSTALLING APPLICABLE
SEDIMENT, EROSION PREVENTION ARID RUNOFF CONTROL.. MEASURES NOT IN THE DIRECT PATH OF WORK.
5. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL
DISTURBED AREAS AS GRADING PROGRESSES.
6. CONSTRUCTION ACTIVITIES MUST AVOID OR MINIMIZE EXCAVATION AND CREATION OF BARE GROUND ON,
SLOPES GREATER THAN FIVE (5) PERCENT.
7. CONTRACTOR SMALL USE BIONET SC15OBN EROSION CONTROL BLANKETS, OR APPROVED EQUAL, ON
SLOPES GREATER THAN 3H:1V. EROSION CONTROL BLANKET AND INSTALLATION METHOD SMALL BE IN
ACCORDANCE WITH APPLICABLE JURISDICTIONS AND MANUFACTURER'S RECOMMENDATIONS.
8. WET WEATHER EROSION CONTROL: TEMPORARY STABILIZATION OF THE SITE MUST BE INSTALLED AT THE
END OF THE SHIFT BEFORE A HOLIDAY OR WEEKEND OR AT THE END OF EA04 WORKDAY.
9. PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED AREAS TO PREVENT FROM
BECOMING A SOURCE OF EROSION AND REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE
STABILIZED, UNLESS LOCAs. ORDINANCES REQUIRE OTHERWISE.
10. ALL, TEMPORARY SEDIMENT CONTROLS MUST REMAIN IN PLACE UNTIL PERMANENT VEGETATION OR
OTHER PERMANENT COVERING OF EXPOSED SOIL IS ESTABLISHED.
11. SEDIMENT CONTROLS MUST BE INSTALLED AND MAINTAINED ALONG TETE 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.
12. PRIOR TO ANY LAND DISTURBING ACTIVITIES EACH SITE MUST HAVE GRAVELED, PAVED, OR
CONSTRUCTED ENTRANCES, EXITS AND PARKING AREAS TO REDUCE THE TRACKING OF SEDIMENT ONTO
PUBLIC OR PRIVATE ROADS.
13, 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.
14. CONTRACTOR SHALL LOCATE STOCK PILES SUCH THAT POSITIVE SITE DRAINAGE IS MAINTAINED AT ALL
TIMES. PONDING AROUND STOCK PILE RASE IS NOT ACCEPTABLE.
15. TEMPORARY STABILIZATION OR COVERING OF SOIL STOCK PILES AND PROTECTION OF STOCK PILES
LOCATED AWAY FROM CONSTRUCTION ACTIVITY MUST OCCUR AT THE END OF EACH WORKDAY
16. THE CONTRACTOR SHALL PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS
FROM SPILLS, INCLUDING DISCHARGE OF CONCRETE TRUCK WASH WATER; VEHICLE AND EQUIPMENT
CLEANING, VEHICLE AND EQUIPMENT FUELING, MAINTENANCE AND STORA{E, OTHER CLEANING AND
MAINTENANCE ACTIVITIES, AND WASTE HANDLING ACTIVITIES. POLLUTANTS INCLUDE FUEL, HYDRAULIC
FLUID, OTHER OILS FROM VEHICLES AND MACHINERY, AS WELL AS DEBRIS, LEFTOVER PAINTS,
SOLVENTS, AND GLUES FROM CONSTRUCTION OPERATIONS.
17. ANY USE OF TOXIC OR OTHER HAZARDOUS MATERIALS MUST INCLUDE PROPER STORAGE:, APPLICATION,
AND DISPOSAL.
18. THE CONTRACTOR SHALE. PROPERLY MANAGE HAZARDOUS WASTES, USED OILS, CONTAMINATED SOILS,
CONCRETE WASTE, SANITARY WASTE, LIQUID WASTE, OR OTHER TOXIC SUBSTANCES DISCOVE=RED OR
GENERATED DURING CONSTRUCTION AND MEED' ALL STATE ,AND FEDERAL REGULATIONS AND
APPROVALS.
19. THE EROSION AND SEDIMENT CONTROL.. MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS
FOR ANTICIPATED DRY WEATHER 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,
20. SIGNIFICANT AMOUNTS OF SEDIMENT, WHICH LEAVES THE SITE, MUST BE CLEANED UP WITHIN 24
HOURS, 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.
21. 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.
22. THE APPLICATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW
MANUFACTURER'S RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES ES TO SURFACE WATERS.
23, 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.
24. SEDIMENT MUST BE REMOVED FROM BEHIND BIO BAGS WHEN IT HAS REACHED A HEIGHT OF TWO (2)
INCHES AND BEFORE BMR REMOVAL..
m
■
25. REMOVAL OF TRAPPED SEDIMENT IN A SEDIMENT BASIN, SEDIMENT TRAP, OR CATCH BASIN MUST
OCCUR WHEN THE SEDIMENT RETE 11ON CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT (507), AND
AT COMPLETION OF PROJECT
26. SHOULD ALL CONSTRUCTION ACTIVITIES CEASE FOR THIRTY DAYS OR MORE, THE ENTIRE SITE DUST BE
TEMPORARILY STABILIZED USING VEGETATION OR A HEAVY MULCH LAYER, TEMPORARY SEEDING, OR
OTHER METHOD.
27. 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 PREVENTS SOIL OR WIND
EROSION UNTIL WORK RESUMES ON THAT PORTION OF THE SITE,
28. THE CONTRACTOR SHALL. PERFORM DAILY INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL
MEASURES AND DISCHARGE OUTFALLS.
29. EROSION AND SEDIMENT CONTROL MEASURES AND DISCHARGE OUTFALLS MUST BE INSPECTED BEFORE,
DURING, AND AFTER SIGNIFICANT STORM EVENTS.
30. EROSION AND SEDIMENT CONTROL MEASURES MUST BE INSPECTED VISUALLY TO ENSURE THAT EROSION
AND SEDIMENT CONTROL MEASURES ARE IN PROPER WORKING ORDER PRIOR TO THE SITE BECOMING
INACTIVE OR IN ANTICIPATION OF SITE INACCESSIBILITY. EROSION AND SEDIMENT CONTROL MEASURES
MUST BE INSPECTED VISUALLY ONCE EVERY TWO (2) WEEKS DURING INACTIVE PERIODS GREATER THAN
FOURTEEN (14) CONSECUTIVE CALENDAR DAYS. -
31. IF PRACTICAL, INSPECTIONS MUST OCCUR DAILY AT A RELEVANT AND ACCESSIBLE DISCHARGE POINT
OR DOWNSTREAM LOCATION DURING PERIODS WHICH THE SITE IS INACCESSIBLE DUE TO INCLEMENT
WEATHER.
32. GROUND SURFACES EXPOSED DURING THE WET SEASON (OCTOBER 1ST THROUGH MAY 31ST} SHALL
HAVE TEMPORARY GRASS COVER MEASURES FULLY ESTABLISHED BY OCTOBER 1, OR OTHER COVER
MEASURES WILL. HAVE TO BE IMPLEMENTED UNTIL ADEQUATE GRASS COVERAGE LS ACHIEVED. TO
ESTABLISH AN ADEQUATE GRASS STAND FOR CONTROLLING EROSION BY OCTOBER 1, IT IS
RECOMMENDED THAT SEEDING AND MULCHING OCCUR BY SEPTEMBER 1.
33, HYDROMULCH (TACKIFIED WOOD -FIBER MULCH) SHALL BE APPLIED TO THE PROJECT SITE WITH GRASS
SEED AT A RATE OF 2000 LB./ACRE. A BONDING AGENT (BONDER) SHALL BE USED ALONG WITH THE
HYDROMULCH ON SLOPES STEEPER THAN 10 PERCENT. THE METHODS USED AND APPLICATION RATE
WILL BE PER THE SEED SUPPLIER'S RECOMMENDATIONS.
34. DRY, LOOSE, WEED -FREE STRAIN, OR GRINDINGS FROM CLEARING OF BRUSH TREES (3" THICK MIN.)
USED AS MULCH SHALL BE APPLIED AT DOUBLE~ THE HYDROMULCH APPLICATION REQUIREMENT (4000
LB./ACRE). ANCHOR STRAW BY WORKING BY HAND OR WITH EQUIPMENT (ROLLERS, CLEAT TRACKS,
ETC.). IF THIS IS UTILIZED AS MULCH, IT SHALL BE SPREAD UNIFORMLY IMMEDIATELY FOLLOWING
SEEDING,
35. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF THE
FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED:
35.1. DWARF GRASS MIX (MIN. 2.5 LB/1000 SF)
DWARF PERENNIAL RYEGRASS (80% BY WEIGHT)
CREEPING RED FESCUE (207. BY WEIGHT)
35-ESTANDARD HEIGHT GRASS MIX (MIN. 2.5 LB/1000 SF)
ANNUAL RYEGRASS (4007 BY WEIGHT)
TURF= -TYPE FESCUE (60% BY WEIGHT)
36. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL. HAVE THE SURFACE ROUGHENED? BY
MEANS OF TRACK -WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS, SURFACE ROUGHENING
IMPROVES SEED) BEDDING AND REDUCE=S RUN-OFF VELOCITY.
37. IN ACCORDANCE WITH SUPPLIER'S RECOMMENDATIONS, CONTRACTOR SHALT. ONLY USE
NON -PHOSPHOROUS FERTILIZER,
38. SEEDING SHALL BE SUPPLIED WITH ADEQUATE MOISTURE TO ESTABLISH GRASS. SUPPLY WATER AS
NEEDED, ESPECIALLY IN UNUSUALLY HOT OR DRY WEATHER CONDITIONS OR ON ADVERSE SITES.
WATER APPLICATION RATERS SHOULD BE CONTROLLED TO PROVIDE ADEQUATE MOISTURE WITHOUT
CAUSING RUNOFF.
39. AREAS WHICH FAIL TO ESTABLISH GRASS COVER ADEQUATE TO PREVENT EROSION SHALL BE RESEEDED
AS SOON AS SUCH AREAS ARE IDENTIFIED, AND ALL APPROPRIATE MEASURES SHALL BE TAKEN TO
ESTABLISH ADEQUATE COVER.
40. SEED MIX SHALL BE INSTALLED ON EXPOSED SOIL AREAS ONCE GRADING ACTIVITY HAS BEAN
COMPLETED ON EACH PORTION OF THE SITE PRIOR TO PROCEEDING TO ANOTHER AREA OF THE SITE.
41, CONTRACTOR MAY BE REQUIRED TO RESEED SOME AREAS DUE TO FURTHER DISTURBANCE AFTER
PLANT MATERIAL HAS BEEN INSTALLED ON EXPOSED SOIL AREAS. CONTRACTOR WILL BE RESPONSIBLE
FOR PROVIDING A FULL STAND OF GRASS PRIOR TO FINAL APPROVAL.
42. CONTRACTOR SHALL WATER 'OR USE A SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS
NEEDED TO AVOID WIND --BLOWN SOIL.
43. CONTRACTOR SHALL ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS
BEFORE BEGINNING CONCRETE WORK.
Date Received
SEP 012017
Original Submi#Lal �1V`
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DATE: JUNE 22, 2017
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JOB NUMBER
5722-02
SHEET
DEMOLITION NOTES
1. PRIOR TO STARTING DEMOLITION OPERATIONS THE CONTRACTOR
SHALL APPLY FOR AND OBTAIN AH NECESSARY PERMITS REQUIRED
BY FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS.
2. THE CONTRACTOR SHALL PROVIDE ALL THE "MEANS AND METHODS"
NECESSARY TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF
EXISTING STRUCTURES AND/OR IMPROVEMENTS TO REMAIN ON OR
OFF SITE. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO
EXISTING STRUCTURES AND/OR IMPROVEMENTS TO REMAIN, AND
SHALL RESTORE ANY DAMAGE TO THE PRE -DEMOLITION CONDITION
OR BETTER USING NEW MATERIALS. ANY REPAIRS REQUIRED SHALL
BE PERFORMED AT THE CONTRACTOR'S SOLE COST AND EXPENSE.
3. CONTRACTOR SHALL BE REQUIRED TO SECURE ALL NECESSARY
PERMITS AND APPROVALS FOR ALL OFF SITE MATERIAL SOURCES AND
DISPOSAL FACILITIES. CONTRACTOR SHALL SUPPLY A COPY OF
APPROVALS TO OWNER'S REPRESENTATIVE PRIOR TO INITIATING WORK.
4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES IN
CONFORMANCE WITH THE EROSION CONTROL PLAN, NOTES AND
DETAILS PRIOR TO STARTING DEMOLITION OPERATIONS.
5. THE LOCATION OF ALL UTILITIES SHALL BE MARKED IN THE FIELD
PRIOR TO DEMOLITION. CONTRACTOR SHALL PROTECT AND MAINTAIN
IN A SAFE AND OPERABLE COND111ON ALL UTILITIES INDICATED TO
REMAIN, AND PREVENT INTERRUPTION OF EXISTING UTILITY SERVICES
EXCEPT WHEN AUTHORIZED IN WRITING BY THE AUTHORITIES HAVING
JURISDICTION. CONTRACTOR SHALL PROVIDE TEMPORARY SERVICES,
ACCEPTABLE TO GOVERNING AUTHORITIES AND OWNER'S
REPRESENTATIVE, FOR BUILDING(S) TO REMAIN AS REQUIRED DURING
INTERRUPTIONS TO EXISTING U11UTY SERVICES.
6. DEMOLITION ACTIVITIES AND EQUIPMENT SHALL NOT USE AREAS
OUTSIDE THE PROJECT LIMITS WITHOUT WRITTEN PERMISSION FROM
THE OWNER'S REPRESENTATIVE AND /OR GOVERNMENTAL AGENCIES
HAVING JURISDICTION IF APPLICABLE.
7. THE CONTRACTOR SHALL KEEP ALL STREETS AND PUBLIC
RIGHT-OF-WAYS CLEAN OF MUD, DIRT, AND DEMOLITION DEBRIS.
THE CONTRACTOR SHALL MONITOR THE HAULING OF DEBRIS TO
INSURE THAT ANY SPILLAGE FROM TRUCKS IS PROMPTLY AND
COMPLETELY REMOVED AND CLEANED UP. IF REQUIRED AND/OR
NECESSARY THE CONTRACTOR SHAH COVER ALL HAUL VEHICLES.
8. CONTRACTOR SHALL CONDUCT DEMOLITION ACTIVITIES IN SUCH A
MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS,
SIDEWALKS, WALKWAYS, AND OTHER ADJACENT FACILITIES. STREET
CLOSURE PERMITS MUST BE RECEIVED FROM THE APPROPRIATE
GOVERNMENTAL AUTHORITY PRIOR TO THE COMMENCEMENT OF ANY
ROAD OPENING OR DEMOLITION ACTIVITIES IN OR ADJACENT TO THE
RIGHT-OF-WAY.
9. CONTRACTOR SHALL CLEAN ADJACENT STRUCTURES AND
IMPROVEMENTS OF DUST, DIRT, AND DEBRIS CAUSED BY DEMOLITION
OPERATIONS. RETURN ADJACENT AREAS TO CONDITIONS EXISTING
PRIOR TO THE START OF THE WORK.
10. DEBRIS SHALL NOT BE BURIED OR STOCKPILED ON THE PROPERTY.
ALL DEMOLITION DEBRIS AND MATERIALS SHAH BE DISPOSED OF AT
OFFSITE LOCATIONS IN ACCORDANCE WITH ALL MUNICIPAL, COUNTY,
STATE, AND FEDERAL LAWS, CODES, AND REGULATIONS. THE
CONTRACTOR SHALL MAINTAIN RECORDS TO DEMONSTRATE PROPER
DISPOSAL ACTIVITIES AND SHALL PROVIDE A COPY TO THE OWNER OR
OWNER'S REPRESENTATIVE UPON REQUEST. CONTRACTOR TO
COORDINATE AND PAY ALL COSTS INCLUDING DISPOSAL CHARGES.
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DOC. NO. 2006-004182
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RANCHITO GRILL
1537 MOHAWK BLVD.
SPRINGFIELD, OR 97477
OWNER: VELAZCO ABRAHAM &
MORALES IRMA L
11. PAVEMENT SHAH BE SAW CUT IN STRAIGHT LINES, AND EXCEPT FOR
EDGE OF BUTT JOINTS, SHAH EXTEND TO THE FULL DEPTH OF THE
EXISTING PAVEMENT. THE SAWCUT LINES SHOWN ON THE DRAWINGS
ARE SCHEMATIC AND NOT INTENDED TO SHOW THE EXACT ALIGNMENT
OF SUCH CUTS.
12. CONTRACTOR SHALL CONFORM TO APPLICABLE REGULATORY
PROCEDURES IF HAZARDOUS OR CONTAMINATED MATERIALS ARE
DISCOVERED.
13. CONTRACTOR IS RESPONSIBLE FOR JOB SAFETY AND SHAH PROVIDE,
ERECT, AND MAINTAIN TEMPORARY BARRIERS, WARNING SIGNS,
TRAFFIC CONES, AND PROTECTION AS NECESSARY DURING DEMOLITION
ACTIVITIES.
14. CONTRACTOR SHAH REMOVE ALL EXISTING STRUCTURES, FACILITIES,
IMPROVEMENTS, ETC. AS SHOWN, UNLESS OTHERWISE DIRECTED BY
THE OWNER OR OWNER'S REPRESENTATIVE.
15. CONTRACTOR SHAH DISCONNECT, ABANDON, PLUG OR REMOVE ALL
POWER, TELEPHONE, TV AND GAS UTILITIES SERVING THE EXISTING
STRUCTURES. CONTRACTOR TO CONTACT LOCAL FRANCHISE UTILITY
COMPANIES IN ADVANCE OF PROJECT DEMOLITION TO COORDINATE
SERVICE DISCONNECTS AND OBTAIN PERMITS.
16. CONTRACTOR TO COORDINATE WITH GOVERNING JURISDICTION FOR
DISCONNECTION OF EXISTING STORM DRAIN, SANITARY SEWER, FIRE,
DOMESTIC WATER, AND IRRIGATION LINES CURRENTLY SERVING THE
SITE IF REQUIRED. DEMOLISH, ABANDON, PLUG OR REMOVE UTILITIES
IF INDICATED ON THE DRAWINGS.
""ONTACT SUB WATER DEPARTMENT (541-726-2396) TO PURCHASE AND
NSTALL A STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN. SIGN SHALL
3E POSTED AT THE SITE DURING CONSTRUCTION ON A FENCE OR
STAND-ALONE POST IN HIGHLY VISIBLE LOCATION. COORDINATE WITH CITY AS
UUIRED FOR APPROVED LOCATION.
OLYMPIC STREET
SHERWIN WILLIAMS
CONTRACTOR SHALL COORDINATE WITH MCDONALD'S 1520 N 18TH STREET
AND ADJACENT PROPERTY OWNER TO OBTAIN SPRINGFIELD, OR 97477
PERMISSION FOR CONSTRUCTION ON ADJACENT OWNER: MACKINNON FAMILY LLC
PROPERTY. NO WORK OUTSIDE OF THE PROPERTY
LINES SHALL OCCUR UN11L PERMISSION IS OBTAINED.
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17. CONTRACTOR SHALL BACKFILL ALL EXCAVATION RESULTING FROM, OR
INCIDENTAL TO, DEMOLITION ACTIVITIES. BACKFILL SHAH BE
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AND
PLUG, ABANDON, OR REMOVE EXISTING UTILITY LINES
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ACCOMPLISHED WITH APPROVED MATERIALS, AND SHAH BE PLACED
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AS COMPACTED ENGINEERED FILL AS REQUIRED TO SUPPORT NEW
IMPROVEMENTS. BACKFILLING SHALL OCCUR IMMEDIATELY AFTER
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PROTECT AT ALL TIMES DURING CONSTRUCTION. ADJUST TO
DEMOLITION ACTIVITIES UNLESS OTHERWISE DIRECTED BY THE
NEW FINISHED GRADE AS REQUIRED. ANY DAMAGE SHALL
OWNER'S REPRESENTATIVE.
BE REPAIRED AT CONTRACTOR'S EXPENSE.
18. DEMOLITION AREAS SHALL BE GRADED TO MATCH ADJACENT TERRAIN
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CONTRACTOR TO REMOVE AND HAUL OFF SITE FOR
TO FORM A SMOOTH, CLEAN (FREE OF DEBRIS), FREE DRAINING
DISPOSAL.
SURFACE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR
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CONTRACTOR SHALL COORDINATE WITH MCDONALD'S FOR
19. CONTRACTOR SHAH COORDINATE WITH UTILITY COMPANIES AND
REMOVAL/RELOCATION OF EXISTING SITE FURNISHINGS AND
OWNER'S REPRESENTATIVE FOR RELOCATION OF EXISTING SIGNS,
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SIGNAGE.
PARKING LOT LIGHTS, ETC., IF SHOWN ON THE DRAWINGS.
CONTRACTOR SHALL PROVIDE ALL MATERIALS AND PAY ALL COSTS
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COORDINATE WITH LOCAL UTILITY COMPANY FOR
FOR EXCAVATION, BACKFILL, CONDUIT, WIRING, BASES, AND
REMOVAL/RELOCATION.
APPURTENANCES REQUIRED TO COMPLETE THE WORK.
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SAWCUT EXISTING PAVEMENT, SIDEWALK, AND CURB PER CITY
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STANDARDS AS REQUIRED.
""ONTACT SUB WATER DEPARTMENT (541-726-2396) TO PURCHASE AND
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3E POSTED AT THE SITE DURING CONSTRUCTION ON A FENCE OR
STAND-ALONE POST IN HIGHLY VISIBLE LOCATION. COORDINATE WITH CITY AS
UUIRED FOR APPROVED LOCATION.
OLYMPIC STREET
SHERWIN WILLIAMS
CONTRACTOR SHALL COORDINATE WITH MCDONALD'S 1520 N 18TH STREET
AND ADJACENT PROPERTY OWNER TO OBTAIN SPRINGFIELD, OR 97477
PERMISSION FOR CONSTRUCTION ON ADJACENT OWNER: MACKINNON FAMILY LLC
PROPERTY. NO WORK OUTSIDE OF THE PROPERTY
LINES SHALL OCCUR UN11L PERMISSION IS OBTAINED.
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JOB NUMBER
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RIFF: 464.27 RETAINING SUMP: 458.62
' BENEFIT SHERWIN WILLIAMS '
IE IN: 459.85 SAWCUT (4"sE) ; HALL TAX LOT 4300 J
IN: 458.96 (8"SW) j SAND SEAL JOINT
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1. DIMENSIONS SHOWN ARE PROVIDED FOR HORIZONTAL CONTROL.
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2. VERIFY ALL BUILDING DIMENSIONS WITH BUILDING PLANS PRIOR TO
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TRANSPORTATION ENGINEER FOR INSTALLATION OF LIGHT SHIELDING.
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' BENEFIT SHERWIN WILLIAMS '
IE IN: 459.85 SAWCUT (4"sE) ; HALL TAX LOT 4300 J
IN: 458.96 (8"SW) j SAND SEAL JOINT
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IE OUT: 458.91, (8"ivEt i
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DESIGNED BY: TDR
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CHECKED BY. JMP
SCALE: AS NOTED
DATE: JUNE 6, 2017
PROFESS
INFR
E��tA
NOT FOR
�q
-25 2
c�M PO\SSP
EXPIRES,
REVISIONS
REDESIGN - 8/29/2017
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RIM: 463.10 j
IE IN. 461.51 (81)
/ IE IN: 460.95 (10"NE) /
/ IE OUT: 460.65 (8"W)
% SUMP: 459.69
WELLHEAD PROTECTION CONSTRUCTION NOTES:
• CONTACT SUB WATER DEPARTMENT (541-726-2396) TO PURCHASE AND
INSTALL A STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN. SIGN
SHALL BE POSTED AT THE SITE DURING CONSTRUCTION ON A FENCE OR
STAND-ALONE POST IN HIGHLY VISIBLE LOCATION. COORDINATE WITH CITY
AS REQUIRED FOR APPROVED LOCATION.
+ DNAPL PROHIBITION: THE CONTRACTOR AND ALL SUBCONTRACTORS ARE
REQUIRED TO PROVIDE THE OWNER'S REPRESENTATIVE WITH COPIES OF
MSDSS FOR ALL CHEMICALS PROPOSED FOR USE ON-SITE PRIOR TO USE
OR DELIVERY TO THE PROPERTY. BASED ON THESE MSDSS, THE OWNER'S
REPRESENTATIVE WILL DETERMINE IF THE CHEMICAL IS APPROVED FOR USE
ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS DNAPLS).
THE OWNER'S REPRESENTATIVE MAY CONTACT THE SUB DRINKING WATER
SOURCE PROTECTION COORDINATOR (541-744-3745) WITH ANY
QUESTIONS ABOUT EVALUATING PRODUCTS FOR DNAPLS.
• ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND
CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH
LANE COUNTY AND DEQ REQUIREMENTS. IN EVERY CASE, CARE SHALL BE
TAKEN TO PREVENT GROUNDWATER CONTAMINATION.
• CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS
SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF
CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE
PREVEN11ON OF GROUNDWATER AND STORM WATER RUNOFF
CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION, INCLUDING
PAINT AND CLEANING MATERIALS/WASTES, MUST NOT ENTER THE SOIL OR
BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD
BE STORED IN ADEQUATE SECONDARY CONTAINMENT.
• EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS MUST BE TAKEN
TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM
LEAKING, INCLUDING PROVIDING A DEDICATED AREA FOR FUELING AND
MAINTENANCE OF EQUIPMENT. THIS AREA SHOULD BE PREPARED AND
MAINTAINED IN A WAY THAT PREVENTS SPILLS OR LEAKS FROM MIGRATING
TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
• NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED
ON THIS SITE.
EX STM Cl
RIM: 463.20
IE OUT: 461.34 (10"W)
SUMP: 459.33
BUS STOP SIGN
SURFACING LEGEND
LIGHT DUTY PAVEMENT
pHEAVY DUTY PAVEMENT
" NEW CONCRETE SIDEWALK
° a
NEW CONCRETE PAVEMENT
NOTES:
1. PAVEMENT MARKING STENCILS ARE AVAILABLE AT THE PAVEMENT
STENCIL COMPANY (1-800-250-5547).
2. CONTRACTOR SHALL COORDINATE WITH MCDONALD'S AND ADJACENT
PROPERTY OWNER TO OBTAIN PERMISSION FOR CONSTRUCTION ON
ADJACENT PROPERTY. NO WORK OUTSIDE OF THE PROPERTY LINES
SHALL OCCUR UNTIL PERMISSION IS OBTAINED.
OLYMPIC STREET
CURB AND FURNISHING LEGEND
1. CONSTRUCT TYPE 'C' CURB.
2. CONSTRUCT MONOLITHIC CURB AND SIDEWALK.
3. CONSTRUCT CURB ALONG BACK OF BUILDING (CURB EXPOSURE
TO VARY). SEE GRADING ON SHEET C200 FOR CURB
EXPOSURES.
4. INSTALL CONCRETE WHEEL STOP.
5. CONSTRUCT ADA RAMP AND DETECTABLE WARNING STRIP. SEE
GRADING ON SHEET C200 FOR DETAILED GRADING.
6. SCORE CONCRETE PER ARCHITECTURAL PLANS. CONTRACTOR
SHALL SUBMIT SCORING PLAN TO MCDONALD'S FOR REVIEW
AND APPROVAL.
7. INSTALL NEW 7 -LOOP SERPENTINE BIKE RACK FOR 8 SPACES.
2' SPACING BETWEEN EACH BIKE LOOP.
8. CONSTRUCT TRASH ENCLOSURE. SEE ARCHITECTURAL PLANS
FOR DETAILS.
9. INSTALL 4" WIDE WHITE PARKING STALL STRIPING PER CITY OF
SPRINGFIELD STANDARDS.
10. INSTALL ADA ACCESSIBLE PARKING STALL STRIPING AND
SIGNAGE.
11. INSTALL VAN ACCESSIBLE PARKING STALL STRIPING AND
SIGNAGE.
12. INSTALL PEDESTRIAN CROSSING PAVEMENT MARKING.
13. INSTALL STANDARD DIRECTIONAL ARROW PER MCDONALD'S SITE
PLANNING GUIDE.
14. INSTALL DRIVE THRU PAVEMENT BRANDING PER MCDONALD'S
STANDARDS.
15. INSTALL ROUND CIRCLE (DIRECTIONAL ARROW) PAVEMENT
BRANDING PER MCDONALD'S STANDARDS.
16. INSTALL 6" WIDE WHITE PAINTED STRIPE FOR DRIVE THRU PER
MCDONALD'S STANDARDS.
s .
a.
RANCHITO MCDONALD'S
�a GRILL SIGN SIGN
EX SAN MH 4 BRICK
RIM: 464.27 RETAINING
IE IN: 459.85 (4"SE) WALL
` IE IN: 458.96 (8"SW)
IE OUT: 458.90 (8"NE)
f /
`- RECORDING NO. 87-43779
PARCEL B
INGRESS/EGRESS EASEMENT TO
BENEFIT SHERWIN WILLIAMS
TAX LOT 4300
TAX MAP 17032534
LA J I IVI MV
RIM: 464.60
IE OUT: 462.96 (6"E)
SUMP: 461.48
TAX LOT 4200
TAX MAP 17032534
It IN: 4151.b1 (b W)
IE IN: 461.44 00" S)
IE OUT: FULL OF WATER
AND DEBRIS NO FLOW
SUMP: 458.62
I111Yi. Itu r.�J I
IE IN: 463.18 (2"S)
IE OUT: 461.39 (10"N)
SUMP: 459.66
I
17. INSTALL PULL FORWARD/PAINT STRIPE MARKING PER
MCDONALDS SITE PLANNING GUIDE.
18. INSTALL 'THANK YOU' PAVEMENT BRANDING PER MCDONALD'S
STANDARDS.
19. INSTALL DRIVE THRU SIGNAGE AND ELECTRICAL EQUIPMENT
PER MCDONALDS STANDARDS. SEE DRIVE THRU SHEETS FOR
MORE INFORMATION.
20. INSTALL PRE -ORDER SIGN PER MCDONALD'S STANDARDS.
21. INSTALL BOLLARD.
22. INSTALL STOP SIGN AND STOP LINE PAVEMENT MARKING.
23. INSTALL PEDESTRIAN CROSSING SIGN (W11-2) WITH DIAGONAL
ARROW SIGN (W16 -71P).
24. INSTALL "PULL FORWARD" PARKING SIGNAGE PER MCDONALDS
STANDARDS.
25. INSTALL 2' CURB BREAK PER DETAIL ON SHEET C402.
26. INSTALL HANDRAIL. REFERENCE ARCHITECTURAL PLANS FOR
INFORMATION AND DETAILS.
27. CONTRACTOR SHALL COORDINATE WITH CITY INSPECTOR TO
IDENTIFY SIDEWALK DEFICIENCY/HAZARD AND REMOVE/REPLACE
PANELS PER CITY STANDARDS AS REQUIRED.
28. CONTRACTOR SHALL COORDINATE WITH McDONALD'S TO
INSTALL A SIGN PROHIBITING TRAILER ACCESS THROUGH THE
DRIVE THRU.
29. CURB FIRE LANE MARKING. 6" WIDE FIRE LANE STRIPPING
PAINTED TRAFFIC RED WITH "NO PARKING FIRE LANE" PAINTED
WITH 4" WHITE LETTERING AT 0.25' O.C.
30. INSTALL NEW DRIVEWAY APRON PER CITY STANDARD DETAIL
ON SHEET C500.
31. INSTALL DO NOT ENTER SIGN.
32. RAMP SLOPE AT 5.0% MAX
33. CURB END PER DETAIL ON C402.
34. REPLACE EXISTING DRIVEWAY AND INSTALL NEW SIDEWALK PER
CITY STANDARD DETAILS ON SHEET C500.
35. INSTALL STANDARD SPRINGFIELD WELLHEAD PROTECTION SIGN
AT TRASH ENCLOSURE. CONTRACTOR TO COORDINATE WITH
SPRINGFIELD UTILITY BOARD, AMY CHINITZ (541-744-3745)
FOR INSTALLATION.
i
:XISIING McDONA 'S
;IGN TO REMAIN
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RECORDING NO. 87-43779
PARCEL A I
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DATE: JUNE 6, 2017
PROFESS
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P01Sc,P
FXPIRM pF ._ 4f. Of8
REVISIONS
CITY COMMENTS 7/7/2017
EASEMENT 7/20/2017
REDESIGN 8/29/2017
JOB NUMBER
5722-0-2
SHEET
C101
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SIDE BY SIDE DRIVE—THRU STANDARD G1
(A W
W w
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1. SIDE
BY SIDE DRIVE THRU STANDARD G1 CURBING DETAILS:
3. SIDE
BY SIDE DRIVE THRU STANDARD 01 EQUIPMENT POSITIONING FOR . PRIG( UNE
1A
DRIVE-THRU LANES BOUND BY CURB ON BOTH SIDES ARE TO BE
3A
MIN. 60'-0" (+5', 60'-65') LINEAR DISTANCE BETWEEN THE CENTER LINE OF THE
12'-0"
V
COD FACE AND THE CENTER LINE OF THE OPEN CASH BOOTH WINDOW AS
Z.
Z U
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' 0
MEASURED ALONG THE CENTER UNE OF THE LANE. THIS MAY ONLY BE INCREASED
Fl -B]
THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING
W
.7
cc Z
IN 20'-0" INCREMENTS (t5' FOR 80', 100', AND 120') TO A MAX OF 120'.
IS 20'-0" TO INSIDE OF CURVE.
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100'-0" IS OPTIMAL.
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THE CENTER OF THE PRIMARY MENU BOARD FOUNDATION IS TO BE 5'3" (5'-0"
Fl -C-1
PRIMARY LANE CURBING SHOULD BE AS STRAIGHT AS POSSIBLE.
Z W
Z O
MIN AND 6'-0" MAX) FROM THE CENTER OF THE COD FOUNDATION.
v
(LESS CURVING, THE BETTER).
Z "'
3C
THE PRIMARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY 25' TO
1 D
THE OVERALL LENGTH OF THE CURBED ISLAND SHOULD BE 35-50'.
35' ANGLE (35' PREFERRED) FROM A CAR POSITIONED AT THE COD AND WITH 100%
THE LENGTH OF THE ISLAND FROM THE COD ALLOWS FOR THREE
VISIBILITY.
� x
CARS IN THE SECONDARY LANE AND TWO IN THE PRIMARY LANE.
30
AUGER "McDONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION TIGHT
FTE-1FTE-1
THE ISLAND WIDTH SHOULD BE 13'-0" AT THE WIDEST POINT. (FACE OF
AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR
w
CURB TO FACE OF CURB)
DETAILS.
3E
A SINGLE BOLLARD SHOULD BE POSITIONED AT THE CORNER OF THE
Fl -fl
ENTRANCE LANE ENTERING THE SIDE BY SIDE DRIVE-THRU IS TO BE 24'
0
BUILDING ON THE DRIVE-THRU SIDE. IT SHOULD BE FLUSH AGAINST THE
MIN.
u
BUILDING AND FACE OF THE BOLLARD SHOULD BE TIGHT AGAINST THE BACK
0
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OF THE CURB.
1 G
THE MIN. RADIUS FOR ALL INSIDE/DRIVER'S SIDE DRIVE-THRU CURBING
3F
AUGER "McDONALD'S GATEWAY" SIGN FOUNDATION TIGHT AGAINST BACK OF
o
ENTERING THE SIDE BY SIDE IS 50'-0".
a
CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS.
2. SIDE
BY SIDE DRIVE THRU STANDARD 01 PAVEMENT MARKINGS:
3G
TO POSITION THE SECONDARY COD, DRAW AN ARC WITH A 14' RADIUS THAT IS
a,
CENTERED FROM THE MIDPOINT OF THE ISLAND TIP. THEN OFFSET THE FACE OF
2A
NOT USED.
THE CURB BY 24" TO DETERMINE THE LOCATION OF CENTER OF FOUNDATION OF
2B
HEADED ARROW PAVEMENT MARKING. STANDARD STRIPING MARKINGS ARE STANDARD
COD.
1 PIECE ARROW AND ADDITIONAL 3' SHAFT. TIP OF ARROW HEAD TO BE LOCATEDTHE
3H
PRIMARY LANE DETECTOR LOOP SHOULD BE PERPENDICULAR TO
AT CENTER OF EACH LANE.
THE CENTER OF THE PRIMARY COD.
2C
MERGE POINT IS LOCATED WHERE TWO VEHICLES LEAVING EACH COD
4. SIDE
BY SIDE DRIVE—THRU STANDARD 01 EQUIPMENT POSTIKNIING FOR -
SIMULTANEOUSLY WOULD MEET. THE MERGE POINT STRIPING IS TO BE LOCATED BY
4A
THE DISTANCE BETWEEN THE TIP OF THE CURBED ISLAND AND THE CENTER
OFFSETTING THE INNER PRIMARY LANE BACK OF CURB 9.75' AND OFFSETTING THE
LINE OF THE SECONDARY COD MUST BE 15'-0". THIS MEASUREMENT IS
OUTER LANE BACK OF CURB 9.75'. AT THE INTERSECTION OF THESE OFFSETS, A
TAKEN PARALLEL TO THE INSIDE CURB FACE OF THE SECONDARY LANE.
6" YELLOW STRIPE IS TO BE MARKED PERPENDICULAR TO THE OUTER LANE ASTHE
LOOP DETECTOR IS TO BE 2' FORWARD OF THE COD CENTER LINE WITH
WELL AS THE INNER PRIMARY LANE.
46
THE LOOP FACING FORWARD AND THE DETECTOR LOOP PERPENDICULAR TO
2D
THE WORDS "THANK YOU" ARE TO BE PLACED 8" FROM THE EDGE OF CONCRETE.
THE SECONDARY COD WHEN POSSIBLE.
4C
THE CENTER OF THE SECONDARY MENU BOARD FOUNDATION SHALL BE
F2fl
A CIRCLE DIRECTIONAL ARROW CENTERED ABOVE THE WORD "DRIVE THRU" USED TO
5'-3" (5'-0" MIN. AND 6'-0" MAX.) FROM CENTER OF THE COD
INDICATE THE DRIVE THRU ENTRY POINT.
FOUNDATION WITH THE END CAP OF THE SECONDARY MENU BOARD NOT
BE LESS THAN 12" FROM FACE OF CURB.
4D
AUGER "McDONALD'S ORDER HERE CANOPY" COD/CANOPY FOUNDATION TIGHT
AGAINST BACK OF CURB. SEE MANUFACTURER/LOCAL SPECIFICATIONS FOR DETAILS.
4E
THE SECONDARY MENU BOARD SHOULD BE AT AN ANGLE OF APPROXIMATELY
25 FROM A VEHICLE POSITIONED AT THE COD AND WITH 100% VISIBILITY.
4F
"ANY LANE, ANY TIME" BOLLARD SIGN MUST BE A MIN. OF V-6" FROM FACE
OF CURB AT THE BEGINNING OF THE LANDSCAPE ISLAND. BOLLARD SIGN IS TO
BE ORIENTED AT AN ANGLE OF 90' FROM THE CURB.
i
SPEED BUMP TYP. -�- --
4
J 4
5. SIDE I Y SIDE ORNE—THRU SfANMW G1 DETECTOR LOOP:
5A DETECTOR LOOPS SHALL BE LOCATED AT THE CENTER OF THE OPENING
WINDOW AT THE CASH AND PRESENTER BOOTHS.
SIDE BY SIDE DRIVE-THRU
STANDARD G 1 OPTIONAL FEATURES.
1. SIDE BY SIDE DRIVE-THRU STANDARD B OPTIONAL EQUIPMENT:
A
PRE-BROWSE BOARD MUST BE MIN 12" FROM FACE OF CURB. THE DISTANCE
BETWEEN THE PRIMARY COD AND PRE -BROWSE BOARD IS TO BE 15' AS
MEASURED ALONG THE FACE OF THE CURB. THIS IS MEASURED FROM THE
POINT PERPENDICULAR TO THE CENTER OF THE PRE -BROWSE BOARD
FOUNDATION TO THE POINT PERPENDICULAR TO THE CENTER OF THE COD
FOUNDATION. THE ANGLE OF THE PRE -BROWSE BOARD SHOULD MAXIMIZE
VISIBILITY TO THE SECOND CAR FROM THE COD (PREFERRED 35').
PRE -BROWSE BOARD MUST BE 18"-24" FROM FACE OF CURB. THE
DISTANCE BETWEEN THE PRIMARY COD AND PRE -BROWSE BOARD IS TO BE
15' AS MEASURED ALONG THE CENTER LINE OF THE LANE. THIS IS
MEASURED FROM THE CENTER OF THE PRE -BROWSE BOARD FOUNDATION TO
THE CENTER OF THE COD FOUNDATION. THE ANGLE (APPROXIMATELY 50') OF
THE PRE -BROWSE BOARD SHOULD MAXIMIZE VISIBILITY TO THE SECOND CAR
FROM THE COD.
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Date Received
SEP 01 2017
Original SubKlttal
-----------------------------------
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— _ .._._ WAr - -- W.
GENERAL NOTES
1. SIGNAGE & DRIVE-THRU ELEMENTS:
COD, DRIVE-THRU PYLON/CLEARANCE POLE AND BOLLARD SIGN SHALL
BE CONSISTENT WITH THE STANDARD BUILDING DESIGN DRIVE-THRU ELEMENTS.
OTHER DESIGNS MAY NOT BE USED.
2. CONTRACTOR SHALL COORDINATE WITH APPLICABLE PLANS, McDONALD'S AREA CONSTRUCTION
MANAGER, CONTENT SUPPLIER AND SIGNAGE SUPPLIER TO DETERMINE EXACT LOCATION,
ORIENTATION, MOUNTING HEIGHTS, AND NUMBER OF BOARDS AND OTHER DRIVE-THRU
ELEMENTS TO BE INSTALLED AT THIS SITE. ALL WORK TO BE COORDINATED WITH OTHER
TRADES.
3. CONTACT McDONALD'S CONSTRUCTION MANAGER FOR SIGNAGE & DRIVE-THRU ELEMENT
FOOTING AND WIRING REQUIREMENTS NOT SHOWN. (INFORMATION ALSO AVAILABLE THROUGH
VENDOR WEBSITES) SIGNAGE MANUFACTURER TO PROVIDE FOOTING ANCHORS & TEMPLATES
TO G.C. PRIOR TO FOUNDATION POURING.
4. SEE BUILDING PLANS, SHEET E4.0 FOR DETECTOR LOOP DETAIL, LOW VOLTAGE CONDUIT
DIAGRAM, AND DETAILS FOR DRIVE THRU POWER DIAGRAM; VENDOR'S SPECIFICATIONS SHALL
GOVERN UPON ANY DISCREPANCIES.
5. CONTRACTOR TO COORDINATE THE RESPONSIBILITIES OF THE ELECTRICAL
CONTRACTOR AND THE SIGN SUPPLIER.
6. CONTRACTOR TO INSTALL PRE -FORMED, PRE -WIRED VEHICLE DETECTOR LOOP.
7. CONTRACTOR SHALL VERIFY CONDUIT SIZES REQUIRED BY VEHICLE LOOP
DETECTOR SUPPLIER. I
NOTES:
1. THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL
DRIVE-THRU LAYOUTS. A DRIVE-THRU IS FINAL, AND CONSIDERED "RED",
ONCE APPROVED. NO CHANGES ARE TO BE MADE AFTER THIS POINT.
2. DUE TO THE EXACT GEOMETRY REQUIRED FOR THE EFFICIENT OPERATION
OF THIS DRIVE-THRU LAYOUT, IT IS REQUIRED THAT ALL DRIVE-THRU
EQUIPMENT AND PAVEMENT IMPROVEMENTS TO BE FIELD LOCATED BY A
LICENSED SURVEYOR.
3. THE PLACEMENT OF THE CODs AND ANY ADDITIONAL EQUIPMENT SHOULD BE
SUCH THAT IT PREVENTS BLOCKING THE CUSTOMER'S VIEW OF
THE MENU BOARD WHILE ORDERING.
4. ALL DRIVE THRU EQUIPMENT SUPPLIED BY MCDONALDS APPROVED SUPPLIERS.
5. PRIOR TO LEAVING SITE AFTER INSTALLATION OF DRIVE-THRU EQUIPMENT,
CONTRACTOR SHALL NOTIFY McDONALD'S AREA CONSTRUCTION MANAGER
FOR APPROVAL.
SCALE 1" = 10 FEET
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DATE: 8/29/2017
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DESCRIPTION
X
Y
DESCRIPTION
1
0.00
0.00
REFERENCE POINT FOR ALL COORDINATES
26
134.08
-4.94
TO BACK OF CURB AT START OF RADIUS
51
88.42
-28.61
TO CENTER OF RADIUS
2
36.02
0.00
BACK OF CURB AT START OF RADIUS
27
143.07
44.25
TO CENTER OF RADIUS
52
92.91
-4.02
TO BACK OF CURB AT END OF RADIUS
3
36.02
-20.00
TO CENTER OF RADIUS
28
117.22
1.45
TO BACK OF CURB AT END OF RADIUS
53
55.79
12.50
TO MERGE POINT OF STRIPING
4
48.97
-4.76
TO BACK OF CURB AT END OF RADIUS
29
91.37
-41.35
TO CENTER OF RADIUS
54
55.79
2.24
TO MERGE POINT OF STRIPING
5
66.17
-19.37
TO BACK OF CURB AT START OF RADIUS
30
106.30
6.37
TO BACK OF CURB AT CURB BREAK
55
49.80
-4.81
TO MERGE POINT OF STRIPING
6
90.77
9.59
TO CENTER OF RADIUS
31
104.32
6.94
TO BACK OF CURB AT START OF RADIUS
56
72.64
-4.20
TO CENTER OF FOUNDATION OF MENU BOARD 1
7
83.94
-27.80
TO BACK OF CURB AT END OF RADIUS
32
91.37
-41.35
TO CENTER OF RADIUS
57
78.50
-2.91
TO CENTER OF FOUNDATION OF CANOPY/COD UNIT 1
8
88.42
-28.61
TO BACK OF CURB AT START OF RADIUS
33
100.36
7.83
TO BACK OF CURB AT END OF RADIUS
58
61.27
-19.25
TO CENTER OF FOUNDATION OF MENU BOARD 1
9
95.25
8.77
TO CENTER OF RADIUS
34
74.35
12.59
TO BACK OF CURB AT START OF RADIUS
59
66.76
-21.78
TO CENTER OF FOUNDATION OF CANOPY/COD UNIT 2
10
103.02
-28.43
TO BACK OF CURB AT END OF RADIUS
35
69.86
-12.01
TO CENTER OF RADIUS
60
139.31
-4.37
TO CENTER OF FOUNDATION OF GATEWAY 1
11
113.24
-77.37
TO CENTER OF RADIUS
36
69.76
12.99
TO BACK OF CURB AT END OF RADIUS
61
93.01
-7.29
TO CENTER OF FOUNDATION OF PRE -BROWSE BOARD 1
12
114.31
-27.38
TO BACK OF CURB AT END OF RADIUS
37
-78.19
12.50
TO EDGE OF CONCRETE AT FACE OF CURB
62
134.28
-31.92
TO CENTER OF FOUNDATION OF GATEWAY 2
13
117.31
-27.54
TO BACK OF CURB AT START OF RADIUS
38
-79.19
11.50
TO EDGE OF CONCRETE
63
83.55
-30.56
TO CENTER OF FOUNDA11ON OF PRE -BROWSE BOARD 2
14
113.24
-77.37
TO CENTER OF RADIUS
39
-79.19
0.50
TO EDGE OF CONCRETE AT FACE OF CURB
15
122.24
-28.19
TO BACK OF CURB AT END OF RADIUS
40
66.91
0.73
TO BACK OF CURB AT START OF RADIUS
16
134.02
-30.34
TO BACK OF CURB AT START OF RADIUS
41
66.64
-0.74
TO CENTER OF RADIUS
17
132.31
-39.69
TO CENTER OF RADIUS
42
65.67
-1.89
TO BACK OF CURB AT END OF RADIUS
18
141.81
-39.69
TO BACK OF CURB AT END OF RADIUS
43
74.58
-9.46
TO BACK OF CURB AT START OF RADIUS
19
135.66
-30.27
TO EDGE OF CONCRETE AT FACE OF CURB
44
90.77
9.59
TO CENTER OF RADIUS
20
136.98
-29.36
TO EDGE OF CONCRETE
45
86.28
-15.01
TO BACK OF CURB AT END OF RADIUS
21
140.94
-7.72
TO EDGE OF CONCRETE
46
90.75
-15.83
TO BACK OF CURB AT START OF RADIUS
22
140.13
-6.55
TO EDGE OF CONCRETE AT FACE OF CURB
47
95.25
8.77
TO CENTER OF RADIUS
23
145.26
-5.18
TO BACK OF CURB AT START OF RADIUS
48
106.09 1
13.76
TO BACK OF CURB AT END OF RADIUS
24
143.76
-5.18
TO CENTER OF RADIUS
49
105.44
-12.41
TO CENTER OF RADIUS
25
143.49
-6.66
TO BACK OF CURB AT END OF RADIUS
50
106.52
-11.38
TO BACK OF CURB AT END OF RADIUS
d 1 / <
t
.0
48 <11 21
..�
3 ° d a� t f R50.0' -'f �- A
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64
v 2 PANEL DIGITAL MEN 5 d ii ° 1 a 1 �'
BOARD (TYP. OF 2) 59 a % ;�- I I I I� �U�- - G `�• $�
d d " _ IL
tl
° "MCDONALD'S ORDER HERE 7 12 20
CANOPY' DRIVE-THRU PRE -BROWSE BOARD 10 13 15 19
'0_0 EQUIPMENT 63 51 8 16 GATEWAY FOR
c o°gyp o°o 62 DRIVE-THRU (TYP OF 2)
0 0 000 Q 4
o __�__ _ _ -' 18
- - - R9.5' ONE32 29 17
TANI
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Date eceive
SEP 01 20 17
Original Submittal 5'yr
NOTES:
1. THE REGIONAL CONSTRUCTION MANAGER IS TO REVIEW AND APPROVE ALL
DRIVE-THRU LAYOUTS. A DRIVE-THRU IS FINAL, AND CONSIDERED "RED",
ONCE APPROVED. NO CHANGES ARE TO BE MADE AFTER THIS POINT.
2. DUE TO THE EXACT GEOMETRY REQUIRED FOR THE EFFICIENT OPERATION
OF THIS DRIVE-THRU LAYOUT, IT IS REQUIRED THAT ALL DRIVE-THRU
EQUIPMENT AND PAVEMENT IMPROVEMENTS TO BE FIELD LOCATED BY A
LICENSED SURVEYOR.
3. THE PLACEMENT OF THE CODs AND ANY ADDITIONAL EQUIPMENT SHOULD BE
SUCH THAT IT PREVENTS BLOCKING THE CUSTOMER'S VIEW OF
THE MENU BOARD WHILE ORDERING.
4. ALL DRIVE THRU EQUIPMENT SUPPLIED BY MCDONALDS APPROVED SUPPLIERS.
5. PRIOR TO LEAVING SITE AFTER INSTALLATION OF DRIVE-THRU EQUIPMENT,
CONTRACTOR SHALL NOTIFY McDONALD'S AREA CONSTRUCTION MANAGER
FOR APPROVAL.
SCALE 1" = 10 FEET
10 0 4 8 8 10
U) W
W OC
U =
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aa'
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)ESIGNED BY:
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)RAWN BY
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,HECKED BY:
JMP
SCALE:
AS NOTED
DATE: 8/29/2417
PR
1NE�RFSsio
EMNNA
NOT FOR
O� O
v9 T, 25 2
PQ,SSP
JOB NUMBER
5722-02
SHEET
C1 03
C)
0
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4
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19
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!
EX STS Gia -
RIM: 463.10 f
/1E IN: 461.51 (8 E): 46H5 (10"NE)
UT: 460.65 (8"W)
SUMP: 459.69 !
NOTE:
STORM DRAIN PIPES BETWEEN SD KEYED NOTES 1 AND 3 AS WELL AS 3 AND 11 ARE DESIGNED AS OVERFLOW PIPES WITH REVERSE GRADES. PIPES DO NOT NOT HAVE REGULAR
STORMWATER FLOWS TO PROVIDE CLEANING VELOCITIES SUFFICIENT TO MINIMIZE SEDIMENT DEPOSIT OVER TIME. McDONALD'S MUST INCLUDE REGULAR MAINTENANCE AND CLEANING
OF THE STORM DRAIN PIPES IN ORDER FOR PROPER OPERATION OF THE SITE STORM DRAINAGE SYSTEM.
EX STPD CI
RIM: 463.20
!E OUT: 461.34 00" vv)
SUMP: 459.33
OLYMPIC STREET
GENERAL NOTES:Co
INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING
uj
W
Cr.�
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE EXISTING
®
x
p
UTILITIES AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE, DEPTH
'¢
O
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AND MATERIAL TYPE.
M
W
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8" IE(SW):462.54
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CC
Q Q
2. COORDINATE WITH MECHANICAL/PLUMBING/BUILDING PLANS FOR
OVERFLOW ELEV:463.00
CC uj
CONTINUATION OF ALL UTILITIES INTO THE BUILDING
2.
SD CB, RIM: 464.50, 6" IE:462.34
a i
Z
3. CONTRACTOR SHALL COORDINATE WITH MCDONALD'S AND ADJACENT
G
PROPERTY OWNER TO OBTAIN PERMISSION FOR CONSTRUCTION ON
Z
z Q
ADJACENT PROPERTY. NO WORK OUTSIDE OF THE PROPERTY LINES
2 FT. CURB BREAK WITH 3'WX3'LX1'D RIP RAP PAD PER
0
Lu
SHALL OCCUR UNTIL PERMISSION IS OBTAINED.
> z
p
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Q
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oc==
SD CB, RIM:464.63, 8" IE:462.43
CkFN�
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TC = TOP OF CURB
N o o 0
a w
FG = FINISHED GRADE
AC = AC PAVEMENT
�c K, Lu ..
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SW = SIDEWALK
CONC = CONCRETE
Z L0
STORM DRAIN (SD) KEYED NOTES G)
O o
In
(�
1.
INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING
W
8" STORM DRAIN. CONTRACTOR SHALL POTHOLE EXISTING
STORM LINE AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE,
®
x
DEPTH AND MATERIAL TYPE.
RIM: 465.34
U
'¢
O
EX 8" IE(NW):461.30±
M
W
8" IE(SW):462.54
®
W
OVERFLOW ELEV:463.00
m
2.
SD CB, RIM: 464.50, 6" IE:462.34
3.
3 WX3 LX1 D RIP RAP PAD AT OUTLET 8 IE: 462.00. INSTALL
MITERED DRAIN PER DETAIL ON C403.
Z
4.
2 FT. CURB BREAK WITH 3'WX3'LX1'D RIP RAP PAD PER
0
Lu
DETAIL ON C403
p
u.
I 5.
SD CO EVERY 100' PER UPC
J a
(� 6.
SD CB, RIM:464.63, 8" IE:462.43
Z
a z
L
7.
SD CO, 8" IE: 462.88
VI C
-BUS STOP SIGN (PUBLIC)
X STM iti1 N
--- :466.20-
/ RIM: 463.35 AC: 465-80
MATCH EXISTING BACK OF rr 6" SD, L=4' S=1.0% TC:46 36 0- a
� TC: 465.37
/ SIDEWALK GRADE (TYP) O. ° / ,�' _-- 8 4 .0 - AQ 465.80 i AC:464.87
-- - - - -==--- - ---- - _ s
v � Q6X65. °Q�- a�-- 'n U TC:465.90 5° 4
�(} - - �.. 465.0 -4 4.IN I
AC: 465.40
__.. -
� 3�5% ° ° d a --- 3 - --- 3.0--
�" V i .0, a o SD, L=176', S=0.5q °, ° d°° d 462.0 TC-AC:464.10
/ Q / o ° TC AC:464.50 Le
/ ° 12 3
6 SD, L=S, TC
46600 ui4 cc
S=10% MIN - `, a \, TC: 465.25
CONC:465.90 d , r- ° a ° ° . ° a
a 464 �' � AC:465.98 ,�, AC: 464.75 �. ° 465.0 464.5
r ___ 1 o J TC: 465.90 ° TC:465.34
MATCH EXISTIN�j TOP OF % , I TC. 465.82 NEW - Sw:465.87
SIDEWALK G ADE (TYP) / / r� AC: 465.32 ` TC=AC: 465.52 ° AC: 465.40 TC: 465.25 , AC' 464.84 • �`
/ ! MATCH EXISTING 4, MCDONALD S a ° TC:465.75 ` h AC:464.75. TC: 466.25
° 4 TC=AC: 465.60 ti a - '
SW:464.05± / ° �• / RESTAURANT SW:465.66 j ° /� AC:465.25 ° a a d 6, °� ° / AC: 5.75
/ f r ri ° h ° �. TC:465.50 �s TC:465.40
SW'. 464.07 `' �' ° TC=AC: 465.54 h C INC: 465.50 °
j • , `� FF. 46.6.Q_ __ \ a o < a AC:465.75
SW: 464.14 r, �`i° �i� 465 ° _4 _ _ TC: 465.76 ---� -- ►�� SW 465.61 SW: 466.00 �i AC: 465.00.4 AC: 464.90 --
DEEP
DEEP CURB ,o, , , f a AC: 465.26. TC. 465.94 ` o SW.- 466.00
465-
5% MAX f4 `'� ,�o`�J !` i Q SW. 465.98 TC: 465.93 AC: 465.44 ao • TC: 465.94 j TC: 465.60 ---465
AC:465.43 AC:465.44 TC:465.72 TC: 465.61
SW: 464.42 ! i �o yr o ; a , . a a SW: 465.98 -` ` TC: 465.94 AC: 465.22 -` AC: 465.10 AC: 465.11
SW. 464.50 ! a . o, a, �! TC: 465.57 p a a _
TC=AC: 464.55 r `' �� AC: 465.07 Q ° a °
`- AC:465.44 ( TC: 465.85 TC:465.62
TC:466.00
!
TC' 465.10 w - - a ° G 10 TC=AC:465.44 i AC: 465.35 AC: 465.12
a ° a e on, ° °
/ MATCH EXISTING AC. 464.60 % o ° �° TC:465.50 TC:465.89- - i SW:465.98 / _ ____ WAT [ _ 465.5 j 465.5 j
2 AC: 465.39 TC-AC:465.43 - WAT
AC: 464.30± �/ �o ' ' a TC. 465.61 TC: 465.80 465 _ _ ra rr- - - - -- - war - - WAr
c „ . � _, ___ ____ _._ -� ._ cora- _ .-
- - �-- } _
__--------- AC: 465.11 AC:465.30 � -•�" ._ .=._- -
r 4R. 5. --------__-_- ® ( SPEED B V YP. AC: 465.58± AC465.55
5.v TC.46 56 TC:465.70 , o� MATCH EXISTING TC.
AC: ° AC: 465.00 AC: 465.06 465.0
MATCH EXISTING i j�°/ TC: 465.50
AC. 465.20 > STm __... TC. 466.00± AC: 465.55
/ AC: 464.401 a V / 6sr {{ MATCH EXISTING _ _ _ AC: 465.501 - � Srm -
r AC: 465.00 1STU
-.�, --_� -___ _-_-_-MATCH EXISTING ---
4 TC=AC:464.30 J -466
CURB END AT BACK i - r - - - - - - _ _ __ _ _ ,• �_ _ TC: 465.58-
---------------
MATCH
OF SIDEWALK f 9 - --- .� �` _��� --_----_-_-__________ _____________ AC: 465.08_ MATCH EXISTING r
/ (TYP. ALL LOCATIONS) a a 3 j 5 4.5 "pip L=107' S=0.4% ----- AC. 465.28± TC: 465.85±
/ 3 �� 35±
6 / � v i MATCH EXISTING
PROPOSED 7.00' PUE /f� a ` j \ MATCH EXISTING
TO CITY OF SPRINGFIE �� 12 462.0 TC=AC:464.00 TC:465.56 i AC: 465.29±
463.0 ____� AC: 465.06 j
4 _-__ ___.._ i �,,.�'� MATCH EXISTING
�___..__ _-_..___.-. - TC: 465.70 EX 'T41
-- •---465-- - AD
- - _ `-- ---' ____ ____ _ ._--.••--.�.....-,- -- _._ RIN: 464.88
MATCH EXISTING AC. 465.22± '
.�•�- - 66 i �X STM AD ��
/ t - �-- -7 - 1--, �- TC•465.82± RIM: 464.6 IE Ifs. 461.62 (6"VV}
�- RANCHITO McDONALD S - ----- '�' Il AC:465.32± IE IN: 46..44 (10' S)
GRILL SIGN SIGN �� ��6 '-- IF OUT 462.96 (6"E) IE OUT: FULL OF WATER
j AND DEBRIS NO FLOW
! I-- BRICK SUPP: 461.48 },
RFTAINiNG SUMP: 458.62
/
/
i
8. SD CB, RIM:465.35, 6" IE:462.85 a Z o
9. SD CO FOR ROOF DRAIN, 6" IE: 463.11 Y.
o
j 10. SD CB, RIM: 465.00, 6" IE- 462.83 0. Q
7.00' PUE TO BE DEDICATED ADJUST RIM AS REQUIRED TO PROVIDE POSITIVE DRAINAGE �-
PER CITY OF SPRINGFIELD ! AND MINIMUM 1% SLOPE FROM SAWCUT.
REQUIREMENTS (TYPICAL) 11. INSTALL NEW OVERFLOW MANHOLE AND CONNECT TO EXISTING
8" STORM DRAIN. CONTRACTOR SHALL POTHOLE EXISTING
- 1� STORM LINE AND VERIFY EXACT LOCATION, ALIGNMENT, SIZE,
---------------DEPTH AND MATERIAL TYPE.
-- - , J
RIM: 464.83
TC: 465.60 �I EX 8" IE(E):462.15±
AC: 465.10 i �' 8" IE NW . 462.24
1 465.65
TC: 465.60' AC: 465.15 OVERFLOW ELEV: 463.00
'''465--._ AC:465.10 L6�� c MATCH EXISTING
12. INSTALL INFILTRATION RAIN GARDEN PER DETAIL ON SHEET
AC:464.50± C500. RAIN GARDEN SHALL BE FULLY VEGETATED PRIOR TO
13 j; 1 : j APPROVAL OF FINAL SITE INSPECTION.
I SW:464.82 1
TC: 464.90 (END CURB) 13. CONTRACTOR SHALL WATER JET EXISTING SD PIPES TO
11�
AC: 464.90 REMAIN AND CONDUCT TV INSPECTION FROM PROPOSED
AC: 465.15-j ;
SW. 464.95 f PRIVATE CONNECTION LOCATION TO THE MAIN LINE. ANY
J MATCH EXISTING DEFICIENCIES IDENTIFIED MUST BE REPAIRED.
TC: 465.70 - AC:464.63±
i
AC: 465.20 - - I I
TC: 465.84 j TC: 465.68 , AC: 465.02 1!, n, TC: 465.02
(END CURB)
AC: 465.34 AC: 465.18 ; (4
4 - AT ODD ID(p--I-vp
MATCH EXISTING TOP �l on m 0� t� �.� A m w,
OF CURB AND
SHERVAN WILLIAMS -f j GUTTER (TYP) �j(, e5 pq l0 6 C Z3
SIGN ,� MATCH EXISTING BACK
OF SIDEWALK (TYP)
NO*OGAT€S- - c W
EAST FROM ��� � W v [fete Deceived
STRUCTURE SII J I
t
(n SEP 012017
JI I( = CL
°° I Original SubmiftalL021
i
TM AD I
RIM: 464.95 i
IE IN: 463.18 (2"S)
IE OUT: 461.39 (10"N)
SUMP: 459.66
1
I
I
SCALE 1" = 20 FEET
20 0 8 12 16 20
DESIGNED BY- TDR
DRAWN BY: TDR
'CHECKED BY: JMP
SCALE: AS NOTED
DATE: JUNE 6, 2017
PR NE4�pfis`S/O
E UMNA
NOT FOR
O �� O
q T, 25 2
PO\SSP
REVISIONS
1 -EASEMENT 7/20/2017
JOB NUMBER
5722-02
SHEET
C200
SANITARY SEWER (SS) KEYED NOTES
1. CONNECT TO EXISTING SANITARY SEWER SERVICE AT PROPERTY LINE.
CONTRACTOR SHALL POTHOLE EXISTING SANITARY SERVICE LINE TO VERIFY
EXACT LOCATION, MATERIAL, SIZE, DEPTH, ALIGNMENT, AND INVERT ELEVATION
AT CLEANOUT. CONTACT ENGINEER IF ADJUSTMENT IS REQUIRED.
NEW 6" IE IN: 458.59 (ASSUMED)
2. 6" PVC SS, L=4', S=1.0% MIN
3. SS CO, 6" IE: 460.14
4. 6" PVC SS, L=57', S=1.0% MIN
5. SS CO, 6" IE- 460.71
6. 6" PVC SS, L=74', S=1.0% MIN
7. SS CO, 6" IE: 461.45
8. 6" PVC SS, L=3', S=2.0% MIN
9. INSTALL 1500 GALLON GREASE INTERCEPTOR PER DETAILS ON SHEET C404
RIM (UPSTREAM): 465.26±
RIM (MIDDLE): 465.20±
RIM (DOWNSTREAM): 465.18±
4" IE IN:461.60
4" IE OUT:461.43
EX STM CB
RIM: 463.10 /
IE IN: 461.51 (8"E) ,
/ IE IN: 460.95 (10"NE)
/ IE OUT: 460.65 (8"W) f
SUMP: 459.69 1
EX STM MH --
J RIM: 463.35
/
PEASTRIAN WALK POLE
1 /
I / 4V
S /
/
4
o r/
/
f a i
4 /
+
PROPOSED 7.00' EASEMENT
CITY OF SPRINGFIELD
I
J ,
f >
j
d ..
/
1 EX SAN MH
RIM: 464.27
/E IN: 459.85 (4"SE)
' IE IN: 458.96 (8"SW)
fIE OUT: 458.90 (8"NE)
/
10. 6" PVC SS, L=11', S=1.0% MIN
11. INSTALL SS CO AT BUILDING PER UPC. SEE MECHANICAL PLANS FOR
CONTINUATION AND INVERT ELEVATION LOCATION.
4" IE: 463.00
12. 4" PVC SS, L=25', S=1.0% MIN
13. 6" C900 PVC SS, L=32', S=1.0% MIN
14. SS CO, 6" IE: 461.98
15. 6" C900 PVC SS, L=42', S=1.0% MIN
16. CATCH BASIN (CONNECT TO SANITARY SEWER)
WITH TRAP AND VENT PER UPC, RIM:465.40, 4" IE:462.40
WATER AND FIRE KEYED NOTES
1. EXISTING 1" WATER METER AND RP DEVICE TO REMAIN.
CONTRACTOR TO COORDINATE POWER TO EXISTING RP AS
REQUIRED.
2. CONNECT TO EXISTING VALVE AND INSTALL NEW 10" X 6"
TEE WITH THRUST BLOCK PER SPRINGFIELD U11LITY BOARD
(SUB) STANDARDS.INSTALLA11ON TO BE DONE BY SUB
FORCES. EXCAVATION, BACKFILL, AND SURFACE
RESTORATION TO BE DONE BY CONTRACTOR. COORDINATE
WITH SUB FOR THE INSTALLA11ON OF THE CHLORINATION
DEVICE.
3. COORDINATE WITH SUB FORCES TO INSTALL 6" GATE
VALVE. EXCAVATION, BACKFILL, AND SURFACE
RESTORATION TO BE DONE BY CONTRACTOR.
4. INSTALL 6" DCDA FOR FIRE SERVICE WITH FDC PER
SPRINGFIELD UTILITY BOARD (SUB) STANDARD W2.02.
CONTRACTOR TO COORDINATE ELECTRICAL CONNECTIONS
FOR HEAT TAPE.
5. FDC PER LOCAL FIRE DEPARTMENT STANDARDS.
6. COORDINATE WITH SUB FORCES TO INSTALL FLUSH POINT.
EXCAVATION, BACKFILL, AND SURFACE RESTORATION TO
BE DONE BY CONTRACTOR.
7. EXISTING 3/4" IRRIGATION WATER SERVICE METER TO BE
REUSED FOR NEW IRRIGATION SYSTEM. REFER TO
LANDSCAPE PLANS. CONTRACTOR SHALL VERIFY EXISTING
IRRIGATION METER AND SERVICE LINE SIZE PER IRRIGA11ON
SUPPLY REQUIREMENTS.
8. INSTALL NEW 6" C900 PRIVATE FIRE SERVICE.
COMMON TRENCH WITH EXISTING 2" DOMESTIC WATER
SERVICE.
9. 22.5 DEGREE BEND AND THRUST BLOCK.
10. 90 DEGREE BEND AND THRUST BLOCK.
11. 6" FIRE SERVICE CONNEC11ON AT BUILDING. REFER TO
MECHANICAL PLANS FOR CONTINUATION.
12. RELOCATE EXISTING 2" WATER SERVICE LINE TO BUILDING
PER PLUMBING PLAN.
13. 2" SCH 80 PVC WATER LINE FOR FROST FREE HOSE BIB
CONNECTION INSIDE TRASH ENCLOSURE. COORDINATE WITH
MCDONALD'S.
14. INSTALL RP DEVICE FOR IRRIGA11ON SERVICE PER SUB
DETAIL W2.00.
15. 2" SUMP PUMP FORCE MAIN WITH ASCENDING SLOPE.
DAYLIGHT TO FACE OF CURB.
/ TAX LOT 6200 i
TAX MAP 17032531
- - I
EX STM CI
RIM: 463.20
IE OUT: 461.34 (10"W)
SUMP: 459.33
BUS STOP SIGN
OLYMPIC STREET
EX STM AD
RIM: 464.60
IE OUT: 462.96 (6"E)
SUMP: 461.48
7.00' PUE TO BE DEDICATED
PER CITY OF SPRINGFIELD
TAX LOT 4200
TAX MAP 17032534
RIM: 464.88
IE IN: 461.62 (6"W)
IE IN: 461.44 (10" S)
IE OUT: FULL OF WATER
AND DEBRIS NO FLOW
SUMP: 458.62
'- EX STM AD 1
RIM: 464.95 I
IE IN: 463.18 (2"S)
IE OUT: 461.39 (10"N)
SUMP: 459.66
1
FRANCHISE UTILITY KEYED NOTES (D
1. GAS SERVICE TO BUILDING. COORDINATE WITH NW NATURAL GAS
REPRESENTATIVE FOR INSTALLATION AND ALIGNMENT.
2. POWER AND COMMUNICATIONS CONNECTION POINT TO BE VERIFIED AND
COORDINATED WITH UTILITY SERVICE PROVIDERS.
3. COMMON UTILITY TRENCH - INSTALL PER UTILITY COMPANY STANDARDS
(1) 4" SCH 40 PVC CONDUIT FOR POWER
(2) 2" SCH 40 CONDUIT FOR COMM/CAN
4. INSTALL TRANSFORMER. COORDINATE WITH SUB REPRESENTATIVE FOR
EXACT LOCA11ON AND ALIGNMENT.
5. BUILDING CONNECTION POINT. CONTRACTOR SHALL VERIFY WITH
BUILDING PLANS AND UTILITY COMPANIES PRIOR TO INSTALLATION.
6. (1) 4" SCH 40 PVC CONDUIT FOR POWER TO TRASH ENCLOSURE FOR
COMPACTOR, COORDINATE WITH MCDONALD'S.
NOTES:
1. JOINT RESTRAINTS FOR WATER/FIRE LINES 4" AND LARGER CAN BE
USED IN LIEU OF THRUST BLOCKS.
2. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CLEAN AND TV THE
EXISTING SANITARY SEWER SERVICE TO DETERMINE PIPE CONDITION
AND SERVICEABILITY. ANY REPAIRS NEEDED SHALL BE COMPLETED
PER CITY STANDARDS.
3. COM, GAS AND POWER SERVICES SHOWN ARE CONCEPTUAL
ALIGNMENTS ONLY WHICH HAVE NOT BEEN COORDINATED WITH
UTILITY PROVIDERS. CONTRACTOR SHALL VERIFY AND COORDINATE
WITH SERVICE PROVIDERS PRIOR TO INSTALLATION.
4. PRIOR TO ORDERING PIPE MATERIALS, CONTRACTOR SHALL POTHOLE
EXISTING UTILITIES AND VERIFY MATERIAL, SIZE, DEPTH AND
ALIGNMENT. CONTACT ENGINEER IF ADJUSTMENT IS REQUIRED.
5. PRIVATE WATER LINES SHALL HAVE A MINIMUM OF 12" CLEAR
ABOVE THE TOP OF PRIVATE SANITARY SEWER LINES, AND 12"
CLEAR HORIZONTAL SEPARATION PER OSPC. IF THIS IS NOT
ACHIEVABLE CENTER THE STICK AT PIPE CROSSINGS.
I
I
t
EXISTING FIRE
HYDRANT
010
EXISTING 10" PVC WATER MAIN
PER CITY Ai-BUILTS
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DESIGNED BY: TDR
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CHECKED BY.
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�Mtht1�' JOB NUMBER
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Date Received SHEET
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PER PLAN
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Original Submittal �M
A LANDING WIDTH TO
MATCH CURB RAMP
WIDTH -- SEE PLANS
}
A - LANDSCAPING
(SEE PLANS)
BUFFER WIDTH SHALL. MATrJ
CURB RAMP DEPTH (TYP)
t
CURB OR CURB 6'-0"
AND GUTTER w�...t\
FACE OF CURB CIL DEPRESSED CURB OR
DETECTABLE WARNING SURFACE CROSSWALK CURB AND GUTTER
OR ADA AISLE
DETECTABLE WARNING SURFACE
SEE PLANS_
5'-0" MIN _ St
2,07o MAX, GRADE BREAK
MAX
LANDING -J / CURB RAMP - f
MIN 2" OF Y4"-0 4" CONCRETE COMPACTED SUBGRADE
COMPACTED
CRUSHED ROCK SECTION A -A
N.T.S:
GRADE BREAK
COUNTER SLOPE
5.0% MAX
GRADE BREAK
PAVEMENT
k"T+
DEPRESSED CURB OR
CURB AND GLITTER
NOTES:
1. CONCRETE SHALL. BE 3300 PSI AT 28 DAYS.
2. WHERE 'GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT
SURF=ACE PLANS SHALL BE FLUSH.
3. DO NOT PLACE GRATES, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB
RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING.
4. BROOM FINISH CURB RAMP, LANDING, AND FLARES.
5. LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 207o IN ANY DIRECTION.
ACCESSIBLE RAMP -- PERPENDICULAR TYPE A
NTS
ACCESSIBLE PARKING
_�SiGN
ACCESSIBLE STALL
u
E.O.
NOTE
1. PAINT WHEELCHAIR SYMBOL. WHITE UNLESS A DIFFERENT COLOR IS REQUIRED TO CONFORM TO LOCAL AND/OR STATE
REQUIREMENTS.
2 SYMBOL SHALL BE CENTERED IN THE STALL
CURB RAMP, LANDING,
PASS-THROUGH. OR
WALKWAY
ACCESSIBLE PARKING SPACE PAINTING DETAIL
NTS
DIRECTION OF TRAVEL
(SEE NOTE 3)
DETECTABLE WARNING
SURFACE PER ADA
PLACE AT BACK STANDARDS
LINE OF CURB
f 2'-4" MIN ALL
Ca c �-� APPLICATIONS
`?«0G' V y
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AND GUTTER PASS-THROUGH, OR WALKWAY
W-ARNE SUM DML
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GRADE BREAK
CURB RAMP
1.64"
CURB
-WALK
LAMS) b . a
u - .
r3' -^O" MIN
EXPANSION
2.0% MAX,
SEE PLANS
JOINT (TVP)
4.9e
1.40"
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BREAK
0.20"
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A - LANDSCAPING
(SEE PLANS)
BUFFER WIDTH SHALL. MATrJ
CURB RAMP DEPTH (TYP)
t
CURB OR CURB 6'-0"
AND GUTTER w�...t\
FACE OF CURB CIL DEPRESSED CURB OR
DETECTABLE WARNING SURFACE CROSSWALK CURB AND GUTTER
OR ADA AISLE
DETECTABLE WARNING SURFACE
SEE PLANS_
5'-0" MIN _ St
2,07o MAX, GRADE BREAK
MAX
LANDING -J / CURB RAMP - f
MIN 2" OF Y4"-0 4" CONCRETE COMPACTED SUBGRADE
COMPACTED
CRUSHED ROCK SECTION A -A
N.T.S:
GRADE BREAK
COUNTER SLOPE
5.0% MAX
GRADE BREAK
PAVEMENT
k"T+
DEPRESSED CURB OR
CURB AND GLITTER
NOTES:
1. CONCRETE SHALL. BE 3300 PSI AT 28 DAYS.
2. WHERE 'GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT
SURF=ACE PLANS SHALL BE FLUSH.
3. DO NOT PLACE GRATES, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB
RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING.
4. BROOM FINISH CURB RAMP, LANDING, AND FLARES.
5. LANDINGS SHALL HAVE A MAXIMUM SLOPE OF 207o IN ANY DIRECTION.
ACCESSIBLE RAMP -- PERPENDICULAR TYPE A
NTS
ACCESSIBLE PARKING
_�SiGN
ACCESSIBLE STALL
u
E.O.
NOTE
1. PAINT WHEELCHAIR SYMBOL. WHITE UNLESS A DIFFERENT COLOR IS REQUIRED TO CONFORM TO LOCAL AND/OR STATE
REQUIREMENTS.
2 SYMBOL SHALL BE CENTERED IN THE STALL
CURB RAMP, LANDING,
PASS-THROUGH. OR
WALKWAY
ACCESSIBLE PARKING SPACE PAINTING DETAIL
NTS
DIRECTION OF TRAVEL
(SEE NOTE 3)
DETECTABLE WARNING
SURFACE PER ADA
PLACE AT BACK STANDARDS
LINE OF CURB
f 2'-4" MIN ALL
Ca c �-� APPLICATIONS
`?«0G' V y
_\�CURB OR CURB WIDTH OF CURB RAMP, LANDING,
AND GUTTER PASS-THROUGH, OR WALKWAY
W-ARNE SUM DML
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NOTES:
1. THE DETECTABLE= WARNING SURFACE (DWS) SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP (EXCLUSIVE OF
FLARES) OR THE LANDING.
2. THE EDGE OF THE DWS, SHALL BE PLACED ALONG THE BACK OF THE CURB LINE.
3. THE ROWS OF TRUNCATED DOMES IN A DWS SHALL BE PARALLEL WITH THE DIRECTION OF TRAVEL.
4. IF A CURB IS NOT PRESENT, PLACE THE DWS AT THE EDGE OF PAVEMENT:
5. DWS SHALL CONTRAST VISUALLY LOTH THE ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. THE
MATERIAL. USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRACTOR
SHALL PROVIDE 2 -FOOT ARMOR -TILE TRUNCATED DOMES EMBEDDED INTO THE CONCRETE OR SIMILAR MATERIAL IN
ACCORDANCE WITH OWNER AND LOCAL ADA REQUIREMENTS.
'DETECTABLE WARNING SURFACES
NTS
VAN ACCESSIBLE SIGN ACCESSIBLE PARKING
it_ -- SIGN
ACCESSIBLE ROUTE ---�-- A
' 3 2' -WIDE DIIECTABLE WARNING
SEE SITE PLAN.FOR SIDEWALK -s- SURFACE PER ADA STANDARDS
DIMENSIONS AND GRADES, ou G , n G
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CURB
436- TYP.
ACCESS AISLE
a -WIDE PAINTED
w WHITE STRIPES
d
VAN -ACCESSIBLE
' 6'-O" 4STANDARD SPACE
36'of of
ZA
STRIPE ANGLE ORIENTATION FOR
FIELD LAYOUT
NTS
NOTES:
1. SLOPES OF ACCESSIBLE PARKING SPACES AND PARKING ACCESS AISLES SHALT. NOT EXCEED 1:50 (2.07o) MAX. IN
ANY DIRECTION.
2. WHERE FIVE OR MORE PARKING FACES ARE DESGINAYM ACCESSIBLE, ANY SPACE THAT IS DESIGNATED AS VAN
ACCESSIBLE SHALT. BE RESERVED FOR WHEELCHAIR USERS.
3. FOR EVERY SIX OR FRACTION OF SIX ACCESSIBLE PARKING SPACES, AT LEAST ONE SHALL BE A VAN -ACCESSIBLE
PARKING SPACE
ACCESSIBLE RAMP STRIPING DETAIL
NTS
1. SLOPES OF PEDESTRIAN .CROSSING SHALL NOT EXCEED 1.20 (5.0%) MAX IN DIREC11ON OF TRAVEL AND 1;50 (2.0%)
CROSS SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL
2 PAINTED STRIPES SHALL BE PAIN10 WHITE AND PERPENDICULAR TO THE PATH OF TRAVEL;
3. THE PAINT SHALL BE A NON-BLEEDING, QUICK DRYING, ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC
BEARING SURFACES AND SHALL MEET FS TIP -85E AND MIXES} IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS BEFORE APPLICATION.
4. CONTRACTOR SHALT. APPLY. TWO (2) COATS OF PAINT AT MANUFACTURER'S RECOMMENDED RATE WITHOUT THE
ADDITION OF THINNER, WITH A MAXIMUM APPLICATION RATE OF 125 SQUARE FEET PER GALLON. APPLY WITH
MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, A
STRAIGHTEDGE SHALL BE USED TO ENSURE A UNIFORM, CLEAN AND STRAIGHT STRIPE.
5. APPLY IN ACCORDANCE WITH SECTION 38.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
PEDESTRIAN CROSSING PAVEMENT MARKING
NTS
NEW McDONALD'S BUILDING
GRADE BREAK
GRADE BREAK
LANDING rf
A I t A
T_
SIDEWALK
(SEE PLANS)
MIN
MAX
A
1.64"
2.w -
0.6T
-
C
0.45'
0.90"
D
4.9e
1.40"
E
0.20"
0.20"
NOTES:
1. THE DETECTABLE= WARNING SURFACE (DWS) SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP (EXCLUSIVE OF
FLARES) OR THE LANDING.
2. THE EDGE OF THE DWS, SHALL BE PLACED ALONG THE BACK OF THE CURB LINE.
3. THE ROWS OF TRUNCATED DOMES IN A DWS SHALL BE PARALLEL WITH THE DIRECTION OF TRAVEL.
4. IF A CURB IS NOT PRESENT, PLACE THE DWS AT THE EDGE OF PAVEMENT:
5. DWS SHALL CONTRAST VISUALLY LOTH THE ADJOINING SURFACES, EITHER LIGHT -ON -DARK OR DARK -ON -LIGHT. THE
MATERIAL. USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. CONTRACTOR
SHALL PROVIDE 2 -FOOT ARMOR -TILE TRUNCATED DOMES EMBEDDED INTO THE CONCRETE OR SIMILAR MATERIAL IN
ACCORDANCE WITH OWNER AND LOCAL ADA REQUIREMENTS.
'DETECTABLE WARNING SURFACES
NTS
VAN ACCESSIBLE SIGN ACCESSIBLE PARKING
it_ -- SIGN
ACCESSIBLE ROUTE ---�-- A
' 3 2' -WIDE DIIECTABLE WARNING
SEE SITE PLAN.FOR SIDEWALK -s- SURFACE PER ADA STANDARDS
DIMENSIONS AND GRADES, ou G , n G
'YG4V
• • ,. ^C 0.30 O OL>OO;S tit
CURB
436- TYP.
ACCESS AISLE
a -WIDE PAINTED
w WHITE STRIPES
d
VAN -ACCESSIBLE
' 6'-O" 4STANDARD SPACE
36'of of
ZA
STRIPE ANGLE ORIENTATION FOR
FIELD LAYOUT
NTS
NOTES:
1. SLOPES OF ACCESSIBLE PARKING SPACES AND PARKING ACCESS AISLES SHALT. NOT EXCEED 1:50 (2.07o) MAX. IN
ANY DIRECTION.
2. WHERE FIVE OR MORE PARKING FACES ARE DESGINAYM ACCESSIBLE, ANY SPACE THAT IS DESIGNATED AS VAN
ACCESSIBLE SHALT. BE RESERVED FOR WHEELCHAIR USERS.
3. FOR EVERY SIX OR FRACTION OF SIX ACCESSIBLE PARKING SPACES, AT LEAST ONE SHALL BE A VAN -ACCESSIBLE
PARKING SPACE
ACCESSIBLE RAMP STRIPING DETAIL
NTS
1. SLOPES OF PEDESTRIAN .CROSSING SHALL NOT EXCEED 1.20 (5.0%) MAX IN DIREC11ON OF TRAVEL AND 1;50 (2.0%)
CROSS SLOPE PERPENDICULAR TO DIRECTION OF TRAVEL
2 PAINTED STRIPES SHALL BE PAIN10 WHITE AND PERPENDICULAR TO THE PATH OF TRAVEL;
3. THE PAINT SHALL BE A NON-BLEEDING, QUICK DRYING, ALKYD PETROLEUM BASE PAINT SUITABLE FOR TRAFFIC
BEARING SURFACES AND SHALL MEET FS TIP -85E AND MIXES} IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS BEFORE APPLICATION.
4. CONTRACTOR SHALT. APPLY. TWO (2) COATS OF PAINT AT MANUFACTURER'S RECOMMENDED RATE WITHOUT THE
ADDITION OF THINNER, WITH A MAXIMUM APPLICATION RATE OF 125 SQUARE FEET PER GALLON. APPLY WITH
MECHANICAL EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES. AT SIDEWALK CURBS AND CROSSWALKS, A
STRAIGHTEDGE SHALL BE USED TO ENSURE A UNIFORM, CLEAN AND STRAIGHT STRIPE.
5. APPLY IN ACCORDANCE WITH SECTION 38.18 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
PEDESTRIAN CROSSING PAVEMENT MARKING
NTS
NEW McDONALD'S BUILDING
GRADE BREAK
GRADE BREAK
LANDING rf
A I t A
T_
SIDEWALK
(SEE PLANS)
A.
.J
_ 5'-0" MIN
SEE PLANS
CURB OR CURB DETECTABLE WARNING SURFACE
AND GUTTER
FACE OF CURB C_
CROSSWALK
OR ADA AISLE -;
SEE PLANS
4'_O" MIN
6'-0" MIN 6'-0" MIN
2,Oy LANDING tlry
'83fA#yMAX.
CURB ,
RAMP % _ _ �.A _ --MIN t OF -"-O
COMPACTED SUBGRADE SECTION A -A COMPACTED CRUSHED ROCK
N.rs.
DETECTABLE WARNING SURFACE -
TYPE C CURB
2,0% MAX.
GRADE BREAK
COUNTER SLOPE
5.0% MAX
GRADE BREAK
PAVEMENT
COMPACTED SUBGRADE _/ t" DEPRESSED CURB OR
SECTION B-8 CURB AND GUTTER
N.T.S.
NOTES:
1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS:
2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT
SURFACE PLAINS SHALL BE FLUSH.
3. DO NOT PLACE GRATES, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB
RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING.
4. BROOM FINISH CURB RAMP, LANDING, AND FLARES.
5. LANDINGS SHALT. HAVE A MAXIMUM SLOPE OF 2.0% IN ANY DIRECTION.
ACCESSIBLE RAMP - PARALLEL TYPE A
NTS
"P}
'INGLE LANE
NOT ,
1. STOP LINE SHALL, BE APPLIED IN ACCORDANCE WITH SECTIONS 38.18 AND 38.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL.
2. STOP LINE TO BE PAINTED WHITE.
3. THE PAINT SHALL BE A NON-BLEEDING, QUICK DRYING, ALKYD PETROLEUM BASE. PAINT SUITABLE FOR TRAFFIC
BEARING SURFACES AND SHALL MEET FS TTP -85E AND MIXED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS BEFORE APPLICATION,
4. CONTRACTOR SHALL APPLY TWO (2) COATS OF PAINT AT MANUFACIUEREWS RECOMMENDED RATE WETHOUT TIRE
ADDITION OF THINNER, WITH.A MAXIMUM APPLICATION RATE OF 125 SQUARE FEET PER GALLON. APPLY WITH
MECHANICAL. EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES, AT SIDEWALK CURBS AND CROSSWALKS, A
STRAIGHTEDGE SHALT, BE USED TO ENSURE A UNIFORM, CLEAN AND STRAIGHT STRIPE.
STOP LINE PAVEMENT MARKING
NTS
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AND GUTTER
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CROSSWALK
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SEE PLANS
4'_O" MIN
6'-0" MIN 6'-0" MIN
2,Oy LANDING tlry
'83fA#yMAX.
CURB ,
RAMP % _ _ �.A _ --MIN t OF -"-O
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TYPE C CURB
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5.0% MAX
GRADE BREAK
PAVEMENT
COMPACTED SUBGRADE _/ t" DEPRESSED CURB OR
SECTION B-8 CURB AND GUTTER
N.T.S.
NOTES:
1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS:
2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT
SURFACE PLAINS SHALL BE FLUSH.
3. DO NOT PLACE GRATES, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTENANCES IN FRONT OF THE CURB
RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING.
4. BROOM FINISH CURB RAMP, LANDING, AND FLARES.
5. LANDINGS SHALT. HAVE A MAXIMUM SLOPE OF 2.0% IN ANY DIRECTION.
ACCESSIBLE RAMP - PARALLEL TYPE A
NTS
"P}
'INGLE LANE
NOT ,
1. STOP LINE SHALL, BE APPLIED IN ACCORDANCE WITH SECTIONS 38.18 AND 38.20 OF THE MANUAL ON UNIFORM
TRAFFIC CONTROL.
2. STOP LINE TO BE PAINTED WHITE.
3. THE PAINT SHALL BE A NON-BLEEDING, QUICK DRYING, ALKYD PETROLEUM BASE. PAINT SUITABLE FOR TRAFFIC
BEARING SURFACES AND SHALL MEET FS TTP -85E AND MIXED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS BEFORE APPLICATION,
4. CONTRACTOR SHALL APPLY TWO (2) COATS OF PAINT AT MANUFACIUEREWS RECOMMENDED RATE WETHOUT TIRE
ADDITION OF THINNER, WITH.A MAXIMUM APPLICATION RATE OF 125 SQUARE FEET PER GALLON. APPLY WITH
MECHANICAL. EQUIPMENT TO PRODUCE UNIFORM STRAIGHT EDGES, AT SIDEWALK CURBS AND CROSSWALKS, A
STRAIGHTEDGE SHALT, BE USED TO ENSURE A UNIFORM, CLEAN AND STRAIGHT STRIPE.
STOP LINE PAVEMENT MARKING
NTS
I DATE: JUNE 22, 2017
#. NUMBER
5722-02
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I DATE: JUNE 22, 2017
#. NUMBER
5722-02
ar
C400
10
PROVIDE EXPANSION JOINT
AT CONCRETE PAVING
LOCATIONS (TYPICAL)
to
ROUNDED CONCRETE CAP
1._1 f4"
PAINT PIPE AND CAP WITH
SAFETY YELLOW (2 COATS)
UNLESS OTHERWISE
DIRECTED BY OWNER'S
REPRESENTATIVE
6" DIAMETER PRIMER
COATED SCHED. 40 STEEL
PIPE FILLED WITH CONCRETE
SLOPING CONCRETE CAP
FINISHED GRADE
COMPACTED AND
STABLE SUBGRADE
N07M
1. CONCRETE SHALL BE MIN. 3300 PSI 0 28 DAYS.
2. VERIFY LOCATION OF UNDERGROUND UIU71ES BEFORE INSTALLING.
6 -INCH BOLLARD
I NIS
Date Received
SEP 01 2017
original Subfniftal--g-v-p-1
61 5.2
A& 80 TYPICAL MIN.
FINISH
GRADE
4
\-PRECAST CONCRETE WHEEL STOP
6" MINIMUM WIDTH
STEEL PIN (TYP)
18" LONG J4 REBAR
DRIVE FLUSH WITH
TOP OF WHEEL STOP
om
1. CONCRETE SHALL BE MIN. .3300 PSI 0 26 DAYS.
2. CONTRACTOR SHALL COORDINATE WITH OWNER'S REPRESENTATIVE FOR PLACEMENT OF WHEEL STOPS.
NEEL I STOP NIS I
MOUNT SIGN TO POST IN ACCORDANCE
WITH MANUFACTURERS RECOMMENDATIONS
SIGN Rl-1 (30' x 30' STOP SIGN)
2-112" SCH. 40 CAM STEEL PIPE OR GAM U -CHANNEL
SLOPED CONCRETE CAP 4!-0.
1" MIN. ABOVE GRADE 3' MIN.
7
3300 PSI CONCRETE BASE
3' MIN - STABLE SUBGRADE
12" DI
1. STOP SIGN SHALL COMPLY WITH USDOT, FHA MUTCD, LOCAL CODES AND AS SPECIFIED. MOUNT SIGN IN
ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.
2. STANDARD 2-112" WELDED STEEL PIPE NOT DIP GALVANIZED AFTER FABRICATION CONFORMING TO ASTM A120 &
A123.
SIGN DETAIL
NTS
16'
CONTINUOUS 2' SCE! 40 HOT
DIPPED GALVANIZED STEEL
PIPE SERPENTINE BIKE RACK
AS MANUFACTURED. BY THE
WAGNER COMPANIES OR
n n FnT APPROVED EQUAL
3.50
MIN CONCRETE
l' -y J Jr MIN
MIN 1 "-o r
L- CONCRETE FOOTING
COMPACTED CRUSHED ROCK
COMPACTED SUBGRADE
NOTM.
1. SEE SITE PLAN FOR BIKE RACK LOCATION AND CONCRETE PAD DIMENSIONS.
2. CONCRETE MALL BE MIN. 3300 PSI 0 28 DAM
3. CONTRACTOR SHALL VERIFY BIKE RACK TYPE AND FINISH WITH OWNERS REPRESENTATIVE PRIOR TO ORDERING
4. EXPANSION JOINT SHALL BE CONSTRUCTED BETWEEN FOOTING AND FINISH SURFACE.
5. RACK SHALL BE SET PLUMB AND SQUARE WITH BUILDING, CURB OR EDGE OF PAVEMENT.
6. THE WAGNER COMPANIES, 1-888-243-6914.
7. INSTALL A MINIMUM OF 24' FROM MY WALLS.
& PROVIDE 487 CLEAR BEHIND BIKES.
7 -LOOP I SERPENTINE BIKE RACK NTS I
SINGLE, POST
N.T.S.
BOLTS WITH NUTS & LOCK
WASHERS (TYPICAL)
RESE
. wRVED
1v ADA COMPLIANT SIGN (R7-8)
PARKING
SIGN R7 -8P FOR VAN ACCESSIBLE SPACE
SLOPED CONCRETE CAP 2" SCH, 40 GALV. STEEL PIPE
TO BE CONSTRUCTED
WHEN POLE IS V -;r MIN.
INSTALLED IN
LANDSCAPED AREA x
1* MIN. ABOVE GRADE
3300 PSI CONCRETE BASE
30 MIN STABLE SUBGRADE
lf DIA.
NOIM-
I. ADA REGULATIONS CONTINUALLY CHANGE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL
LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR SIGN MOUNTING, TYPE OF SIGNS, AND PENALTIES ARE CORRECTLY
DETAILED.
2. ALL LETTER AND SYMBOL SIZES SHALL BE IN ACCORDANCE ' WITH THE LATEST ADA STANDARDS.
3. STANDARD 2" WELDED STEEL, PIPE NOT DIP GALVANIZED AFTER FABRICATION CONFORMING 70 ASTM A120 & A123.
ACCESSIBLE PARKING SIGNAGE
NTS
5/16' GR. 5
RANGED BOLT
/
'' 6" GR. 5
SERRATED
FLANGED NUT
ON,
0
�m
GROUND SURFACE
PARTIAL ELEVATION
SQUARETUBEBREAKAWAY POST
NJ.&
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S *MANUAL 0 1 F
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
2. GALVANIZED SQUARE TUBE:
POST TUBES - 2'x2"x3116" 14go
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-11ex2-11ex34116" 14go
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE 8.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF lt. THE ANCHOR TUBE SHALL BE A
MINIMUM 27' DEEP WITH 3* MIN. 47 MAX. EXPOSED ABOVE FINISH GRADE
3. BREAKAWAY SIGN POSTS SHALL BE USED FOR STOPS REQUIRED PRIOR TO ENTERING THE PUBLIC ROADWAY SYSTEM (DRIVEWAYS
ON PUBLIC STREETS).
4. SIGN CLEARANCE SHALL BE 7 -Cr MIN WHEN PLACED ON PEDESTRIAN ROUTE, W -O" MIN WHEN PLACED ABOVE BIKE PATH, OR
5-0* MIN WHEN NOT PLACED ON PEDESTRIAN ROUTE.
BREAKAWAY SIGN POST DETAIL
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DATE; JUNE 22, 2017
JOB NUMBER
5722-02
SHEET
SIGNAGE OTHER
THAN ACCESSIBLE
(STOP, ETC.)
L
POST TUBE
SEE BREAKAWAY
ui
TUBE POST
SLOPE TOP
OF CONCRETE
1"
WN ABOVE GRADE
GROUND SURFACE
N4.110of
r
3300 P.S.I. P.C.-,
CONCRETE BASE
14-
4!-Ov
2CLR
SINGLE, POST
N.T.S.
BOLTS WITH NUTS & LOCK
WASHERS (TYPICAL)
RESE
. wRVED
1v ADA COMPLIANT SIGN (R7-8)
PARKING
SIGN R7 -8P FOR VAN ACCESSIBLE SPACE
SLOPED CONCRETE CAP 2" SCH, 40 GALV. STEEL PIPE
TO BE CONSTRUCTED
WHEN POLE IS V -;r MIN.
INSTALLED IN
LANDSCAPED AREA x
1* MIN. ABOVE GRADE
3300 PSI CONCRETE BASE
30 MIN STABLE SUBGRADE
lf DIA.
NOIM-
I. ADA REGULATIONS CONTINUALLY CHANGE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL
LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR SIGN MOUNTING, TYPE OF SIGNS, AND PENALTIES ARE CORRECTLY
DETAILED.
2. ALL LETTER AND SYMBOL SIZES SHALL BE IN ACCORDANCE ' WITH THE LATEST ADA STANDARDS.
3. STANDARD 2" WELDED STEEL, PIPE NOT DIP GALVANIZED AFTER FABRICATION CONFORMING 70 ASTM A120 & A123.
ACCESSIBLE PARKING SIGNAGE
NTS
5/16' GR. 5
RANGED BOLT
/
'' 6" GR. 5
SERRATED
FLANGED NUT
ON,
0
�m
GROUND SURFACE
PARTIAL ELEVATION
SQUARETUBEBREAKAWAY POST
NJ.&
1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S *MANUAL 0 1 F
UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.
2. GALVANIZED SQUARE TUBE:
POST TUBES - 2'x2"x3116" 14go
POST TUBE SHALL MEET ASTM A1011 GRADE 50.
POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.
ANCHOR TUBE - 2-11ex2-11ex34116" 14go
HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE 8.
STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123.
THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF lt. THE ANCHOR TUBE SHALL BE A
MINIMUM 27' DEEP WITH 3* MIN. 47 MAX. EXPOSED ABOVE FINISH GRADE
3. BREAKAWAY SIGN POSTS SHALL BE USED FOR STOPS REQUIRED PRIOR TO ENTERING THE PUBLIC ROADWAY SYSTEM (DRIVEWAYS
ON PUBLIC STREETS).
4. SIGN CLEARANCE SHALL BE 7 -Cr MIN WHEN PLACED ON PEDESTRIAN ROUTE, W -O" MIN WHEN PLACED ABOVE BIKE PATH, OR
5-0* MIN WHEN NOT PLACED ON PEDESTRIAN ROUTE.
BREAKAWAY SIGN POST DETAIL
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DATE; JUNE 22, 2017
JOB NUMBER
5722-02
SHEET
AC PAVEMENT
(COMPACT TO MIN 91% OF MAX DENSITY
PER RICE STANDARD METHOD)
GRANULAR BASEROCK
(COMPACT TO MIN 957. OF MAX DRY
DENSITY PER AASHTO T-180)
SUBGRADE (STRUCTURAL FILL)
(COMPACT TO MIN. 957. OF MAX DRY
DENSITY PER AASHTO T-180)
PAVEMENT
OF i GRANULAR BASEROCK OVER
OF OVER tFABRIC
HEW MM PAVOM
4" AC PAVEMENT
8" OF 1"-0 GRANULAR BASEROCK OVER
18" OF STRUCTURAL FILL. OVER GEOTEXTILE FABRIC
NOTES:
1. SEE PLANS FOR LOCATION OF LIGHT AND HEAVY DUTY PAVEMENT.
2. DESIGN SUBGRADES SHALT. BE COMPACTED AND PROOF -ROLLED PRIOR TO PLACEMENT OF BASEROCK. FAILURE OF
PROOF -ROLL W€LL REQUIRE OVEREXCAVATION OR REPAIR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER.
3, PASSING PROOF -ROLL ON BASEROCK IS ALSO REQUIRED IMMEDIATELY PRIOR TO PAVING,
4.A
CONTRACTOR SHALL CONFORM TO ALL RECOMMF,.NDAT€ONS IN GEOTECHNICAL REPORT,
5. THE EXISTING BASE ROCK SECTIONS MAY NOT CONFORM TO THE REQUIRED PAVEMENT AND BASE ROCK SECTIONS
UPON COMPLETION OF GRADING, CONTRACTOR SHALL POTHOLE WITHIN PROPOSED PAVEMENT AREAS SHOWN AND
VERIFY ROCK SECTION THICKNESS. IF THE EXISTING BASE ROCK SECTION DOES NOT MEET THE REQUIRED THICKNESS
THEN IT SHALL BE REPLACED AND COMPACTED TO MEET THE PAVEMENT SECTIONS INDICATED ABOVE.
AC PAVEMENT SECTION
NTS
1/2" RADIUS
PAVEMENT SECTION
PER PLAN
SEE SITE PLAN
-SCORE LINE
MWN A" i,:kt
2' OF 31e-0
6" MAX COMPACTED CRUSHED
12" MAX.ROCK (TYPICAL)
.: MIN 2" OF 3 j4" -O COMPACTED
__A` 4" COMPACTED CRUSHED SUBGRADE
ROCK UNDER CURB
NOTES:
1, CONCRETE SHALL BE 3300 PSI AT 28 DAYS,
2. CONTRACTION JOINTS ARE REQUIRED AT 5 -FT INTERVALS WITH EXPANSION JOINT (MIN. 1/2" THICK PREMOLDED
BITUMINOUS MATERIAL) SPACING NOT TO EXCEED 45 FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES,
UTILITY VAULTS, AND WHEELCHAIR RAMPS.
3. SIDEWALKS 104T: AND WIDER SHALL HAVE LONGITUDINAL CONTRACTION JOINT(S) AT 5 -FT ON CENTER,
4, CONCRETE DEPTH FOR STANDARD SIDEWALKS SHALL BE 4' MINIMUM,
5. SUBMIT JOINT LAYOUT TO OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PLACING CONCRETE,
6. CURBS TO CURE A .MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING.
MONOLITHIC CURB AND SIDEWALK
NTS
AC PAVEMENT THICKNESS AS -
NOTED (COMPACT TO MIN 91%
OF MAX DENSITY PER RICE
STANDARD METHOD)
SLOPE PANEL AT
MINIMUM 2% FOR
DRAINAGE
2' MIN,
CONCRETE THICKNESS AS NOTED
(CONCRETE SHALL CURE FOR A
MINIMUM OF 14 DAYS PRIOR TO
PLACING FINAL BASEROCK AND
PAVING)
GRANULAR BASEROCK THICKNESS
j AS NOTED
SUBGRADE (STRUCTURAL FILL)t8n 12"
MIN.
IMPACT PANEL FOR TRANSITION FROM CONCRETE TO AC PAVEMENT
BROOM FINISH
CONTRACTION JOINT (TYP)
, m
g
4000 PSI PORTLAND
4A CEMENT CONCRETE (PCC)
G-0 ds a a
4' OF 1"-0 GRANULAR BASEROCK
° a ° (COMPACT TO MIN. 957. MAX DRY
.4 d
SECTION DENSITY PER AASHTO T-180)
Gd
4 LAN ' SUBGRADE
18" STRUCTURAL FILL OVER CE01EX11L.E
FABRIC (COMPACT TO MIN. 957. MAX
DRY DENSITY PER AASHTO T-180)
PER GEOTECHNICAL. REPORT
NOTE&:
1. SEE PLANS FOR LOCATIONS OF CONCRETE PAVEMENT(S).
2. PCC CONSTRUCTION SHALL CONFORM TO ' PORTLAND CEMENT ASSOCIATION (PCA) SPECIFICATIONS,
UNLESS OTHERWISE SPECIFIED.
3. MAXIMUM JOINT SPACING IS 15 FEET BY 15 FEET.
4. PROPOSED JOINT PATTERN SHAD. BE PREPARED BY CONTRACTOR AND SUBMITTED TO OWNER'S
REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PLACING PCC.
5. DEPTH OF JOINTS SHALL BE MINIMUM OF 1/3 TO MAXIMUM 1/2 THE PAVEMENT THICKNESS.
6. DESIGN SUBGRADES SHALL_ BE COMPACTED AND PROOF -ROLLED PRIOR TO PLACEMENT OF
BASEROCK, FAILURE OF PROOF -ROLL. WILL REQUIRE OVEREXCAVATION OR REPAIR AS DIRECTED BY
PROJECT GEOTECHNICAL ENGINEER.
7. PASSING PROOF --ROLL ON BASEROCK IS ALSO REQUIRED IMMEDIATELY PRIOR TO PLACING PCC.
8. CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS IN GEOTECHNICAL REPORT:
CONCRETE PAVEMENT SECTION -- DRIVE THRU AND TRASH ENCLOSURE
NTS
PAVEMENT
CURB
VARIES SEE PLAN
MAX 2% 4"
COMPACTED) MIN 2" OF COMPACTED
SUBGRADE CRUSHED ROCK
NtiTES:
1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS.
2, CONTRACTION JOINTS ARE REQUIRED AT 5 -FT INTERVALS WITH EXPANSION JOINT (MIN. 1/2" THICK PREMOLDED
BITUMINOUS MATERIAL) SPACING NOT TO EXCEED 45 FEET AND PLACED AT SIDES OF DRIVEWAY APPROACHES,
UTILITY VAULTS, AND WHEELCHAIR RAMPS.
3. SIDEWALKS 1044. AND WIDER SHALL HAVE LONGITUDINAL CONTRACTION JOINT(S) AT 5 -FT ON CENTER.
4. CONCRETE DEPTH FOR STANDARD SIDEWALKS SHAH BE 4" MINIMUM.
5, SUBMIT JOINT LAYOUT FOR REVIEW AND APPROVAL PRIOR TO PLACING CONCRETE.
6. CURBS TO CURE A MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING:
PRIVATE N SIDEWALK TS j
11T R
1/2" R
PAVEMENT
----�--- GUTIER LINE
�- ---- DEPRESSED CURB FOR
ADA RAMP (NO UP)
MINIMUM 3" COMPACTED
CRUSHED ROCK
SECTION L STABLE SUBGRADE
CONTRACTION JOINT
GUTTER LINE
ELEVATION
-CURB END {
(45' TAPER) TYP
j- TOP OF CURB=FINISH GRADE (TC --FG)
PAVEMENT,
SIDEWALK OR
DRIVEWAY
NOTES:
1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS,
Z CONTRACTION JOINTS ARE REQUIRED AT 15 -FT INTERVALS AND AT INLET STRUCTURES AND WHEELCHAIR RAMPS.
n
DEPTH OF JOINTS SHALL BE AT -
D LEAST 1 1/2 .
3. CONSTRUCT EXPANSION JOINTS (MIN. 1/2b THICK PREMOLDED BITUMINOUS MATERIAL) AT MAXIMUM 200 FEET
SPACING AND AT SIDES OF DRIVEWAY APPROACHES AND POINTS OF TANGENCY.
4. CURBS TO CURE A MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING.
PAVEMENT
TYPE NC CURB
2' CURB BREAK PAVEMENT
A CURB
77
-----DRAIN ROCK AT CURB BREAK.
MIN. 3 FT. WIDE AND 12" DEEP,
A UNLESS OTHERWISE SHOWN.
SET TOP OF ROCK FLUSH WITH EDGE
OF PAVEMENT SO THAT WATER FLOWS
FREELY INTO SWALE WITHOUT
PONDING.
BOTTOM OF SWALE
2' CURB BREAK
---- CURB END CURB
(45' TAPER) TYP `>
Cn
PAVEMENT SECTION PER PLAN
2' CURB BREAK
NTS
1/8" R .--- 6n' 1/20 R
AC
FINISHED GRAVE C14
tol
.p
------
MINIMUM 3" COMPACTED
CRUSHED RUCK
6" MIN, 12#
STABLE SUBGRADE
NOTES;
1. CONCRETE SHALL BE 3300 PSI AT 28 DAYS,
2. CONTRACTION JOINTS ARE REQUIRED AT 15 -FT INTERVALS AND AT INLET STRUCTURES AND WHEELCHAIR RAMPS
DEPTH OF JOINTS SHALL BE AT LAST 1--1/2'.
3. CONSTRUCT EXPANSION JOINTS (MIN. 1/2" THICK PREMOLDED BITUMINOUS MATERIAL) AT MAXIMUM 200 FEET
SPACING AND AT POINTS OF TANGENCY.
4, CURBS TO CURE A. MINIMUM OF 7 DAYS PRIOR TO PLACING FINAL BASEROCK AND PAVING.
DEEPC URB
CURB
• LAL+IDSCAPiNG:
`A•
CURB
2'
- FLOW LINE.
.
'LANDSCAPING
PLAN
LANDSCAPE,'«,;
AC PAVEMENT
SECTION A --A
LANDSCAPE ISLAND CURB BREAK
NIS
E � � �.(� YYIb Gl,t•�i C.A.;�i�1 JV�t,yLt�Y'
6" CURB (TYP,)
`: j�A RSCAPE
ISLAND
SEF 01 2;1
Original Submiffal
CHECKED BY:
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MITERED DRAIN, OR APPROVED EQUAL
FOR ORDERING INFORMATION SEE WEBSITE AT
r q WWWMITMEDDRA€N.COM
PH; 707-620-0606
COUPLER
COMPACTED
CRUSHED ROCK
STABLE SUBGRADE
f SWALEfPOND
FLOW BOTTOM
INVERT TO MATCH FINISH
GRADE, UNLESS OTHERWISE SHOWN
1. DRAIN IS NOT FOR USE IN AREAS SUBJECT TO TRAFFIC LOADS.
2. GRATE SHALL BE GRAY HDPE.WLTH UV INHIBITOR,.
3. ATTACHED MITERED PIPE MATERIAL SHALL BE SCHEDULE 80 PVC FOR 3" TO 4" INSTALLATIONS AND PVC 0900
FOR 6" AND LARGER.
4, MITERED DRAIN TO BE INSTALLED PER: MANUFACTURER'S RECOMMENDATIONS.
5. SET SCREWS SHALL BE TYPE 300 STAINLESS STEEL.
MITERED RAIN
SURFACE RESTORA
AS REQUIRED
3le-0 CRUSHED
ROCK
COMPACT TO 92% OF
MAX DIY DENSITY
PER AASHTO T-180
EXCAVATED
NATIVE MATERIAL
COMPACT TO
85%
OF MAX DRY
DENSITY PER
AASHTO T-180
12" MIN.
COMPAJTEO
GRANULAR MATERIAL
PER UTILITY CO.
REQUIREMENTS 0 0
100 00
STABLE SUBGRADE
3D' MIN.
MOUND EXCESS NATIVE MATERIAL
OVER TRENCH TO ALLOW FOR
SETTLEMENT (4' MAX,). GRADE
FLUSH WHEN TRENCH BACKFILL
STABILIZES.
12" NATIVE TOP SOIL IF TOP SOIL
EXISTED PRIOR TO EXCAVATION.
SERVICE
A
4" MIN, BEDDING
Lu
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NOTTE&
1. SEE UTILITY PLAN FOR LOCATION, ALIGNMENT, SIZE AND NUMBER OF CONDUITS, VERIFY WITH LOCAL UTILITY
COMPANY PRIOR TO INSTALLATION.
2, CONTRACTOR SHALL COORDINATE WITH LOCAL UTfLITY COMPANY REPRESENTATIVES AS REQUIRED.
PRIVATE U 1ITY TRENCH
SE BOX AND COVER WATERTIGHT THREADED PIPE
N07ES BELOW PLUG WITH SQUARE NUT
FINISH GRADE ------. r 2" (TYPICAL)
SOCKET AND
THREAD ADAPTOR
22 11T BEND
?VIDE 3j4"-0 CRUSHED
X FOR A MINIMUM OF
AROUND CLEANOUT
MPACTED CRUSHED ROCK
LOW
G
1. CLEANOUT RISER SHALL BE SAME SIZE (6" MAX RISER DIAMETER) AND MATERIAL AS LATERAL PIPE.
2. CLEANOUT PIPE SHALL BE LEFT 19' ABOVE EXISTTNG GRADE UNTIL ALL CURBS ARE INSTALLED AND PRIVATE
UTILITY TRENCHES ARE BACKFILLED. CLEANOUTS SHALL THEN BE SET FLUSH WITH FINISH GRADE,
3. TRAFFIC AREA CLEANOUT SHALL BE 8"X4" CAST IRON FRAME AND COVER, OLYMPIC M1007 OR APPROVED EQUAL.
5, NON -TRAFFIC AREA CLEANOUT: CARSON MODEL 910 T -COVER OR APPROVED EQUAL (GREEN FOR SEWER, GRAY
FOR STORM)
6. ALL STORM SEWER LIDS TO READ "STORM" OR *C/0' -
7.
C f O'.7. ALL SANITARY SEWER LIDS TO READ "SEWER'
CLEANOUT
STORM
9 24 31,C
7/8mY
22' E I
8 EA, -1 f 2' RIBS -\
EQUALLY SPACED
1f2"r
27"
Poo
I, 23" _
24 1/2"
31"
NATES:
1, COVER AND FRAME SHALL BE,GRAY CAST IRON ASTM A-48, CLASS 30.
2. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND.
3. NOTCH LID FOR LIFTING HOOK.
MANHOLE FRAME AND OVER
NTS
30" MANHOLE FRAME AND COVER
SET" IN NON -SHRINK GROUT
PAVE? UNPAVED --'' GRADE RINGS (VARIABLE)
. , 18" MAX - TOP OF FLAT TOP
SET HANDLE TO RIM
UNDER OPENING
OVERFLOW ELEVATION 463 FT
8" MIN(48) 6* IN FABRICATED 8' HDPE N-12 PIPE CROSS
WITH 8" CLEANOUT/SHEAR GATE
G" ALUMINUM SHEAR
GATE WITH CONTROL VARIES NON -SHRINK GROUT ALL OPENINGS
ROD FOR CLEANOUT ------- FLEXIBLE COUPLING
FLi}Wo FLOW
o
5" MIN(48"0)
6
6" MIN.
.
00
6" MIN. �r.i
COMPACTED 4' MIN.
CRUSHED ROCK SECTION A --A
A
t
INLET PIPE ---
(SEE PLAN FOR
LOCATION)
COMPACTED 3 f 4'-0 CRUSHED ROCK
- 3" MIN. (TYP. BOTH SIDES)
STABLE SUBGRADE
MANHOLE STEPS
MANHOLE COVER
1,
A
r
1
�--- STORM PIPE,
SEE PLANS FOR
ORIENTATION,
SIZE, ETC.
PLAN
1. ALL STAINLESS STEEL PARTS SHALL BE A-304 GRADE.
2. 8' SHEAR GATE MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS (ADS) 1-800-733-8523, OR APPROVED
EQUAL
3. ALL PRECAST SECTIONS SHALL CONFORM TO ASTM C-478.
FLOW CONTROL MANHSOIE WITH OVERFLOW
NT
CAST IRON GRATE
TRAFFIC LOADING
RECESSED GROOVE FOR
MATE TO SET FLUSH
WITH TOP OF CATCH BASIN
WELDED METAL TRAP—.,a
WITH HINGED LID
_ Lj
MIN, 4" COMPACTED
CRUSHED ROCK
4", 6" AND 12'
RISERS FOR ADJUSTMENT
tJ�'d
%r<
10" HOLE FOR INSERTALOK BOOT (ONE
SIDE), PROVIDE DOUGHNUT/BUSHING TO
SEAL VOID BETWEEN PIPE AND CATCH
BASIN WALL
1. SEE CONSTRUCTION DRAWINGS FOR PIPE SIZE, LOCATION AND INVERT ELEVATION.
2. CONCRETE SHALL BE 4000 PSI 0 28 DAYS.
3. AS MANUFACTURED BY ADVANTAGE PRECAST, OR APPROVED EQUAL.
CATCH BASIN (PRECAST CONCRETE)
GRANULAR BACKFILL I NATIVE BACKFILL
SURFACE MOUND EXCESS NATIVE MATERIAL
RESTORATION AS OVER TRENCH TO ALLOW FOR
REQUIRED SETTLEMENT (4' MAX.). GRADE FLUSH
'x- WHEN TRENCH BACKFILL STABILIZES.
,' '•` �° <`' a a 12" NATIVE TOP SOIL IF
<° COMPACT iii 92% COMPACT T 85% t TOP SOIL EXISTED PRIOR
OF MAX DRY OF MAX DRY DENSITY TO EXCAVATION,
UN SAAR REED DENSITY PER PER AASHTO T-180
AASH70 T 180 <X "EXCAVATED -UNDISTURBED
NATIVE EARTH^
s b�,
COMP " 4 ' ° "s ' MATERIAL _
BACKFILL'°d�.`
r. 'a' b L ♦ a .
DEPTH VARIE 9' ,-
3f4'-0
\� CRUSHED R4QKa, TRACER WIRE AS REQUIRED
3f4 —0 CRUSHED ROC ` °° �a `,�rn aA J °� b f2 PIPE O.D.
PIPE TONE°. °A LUS 12" MIN
a=" t' , ABOVE BELL
qp, Q C�Q
80 0 80 1880
1/2 PIPE D,D.'ss"��' w a
LX PLUS 6" MIN / ° 3f4 —0
BELOW BALL PSEE CLEARANCE TABLE
/ eIPE BEDDING
(TYPICAL BOTH SIDES)
STABLE SUBGRADE OR TRENCH
STABILIZATION AS REQUIRE)
24" MINIMUM (TYPICAL BOTH SIDES)
aEARANM TALE
NOM. PIPE
DIAMETER
MIN/#JAX
CLEARANCE
X10`
#O
12 =18'
1 f!
18 =21'
16 24
ZC-3o•
lryw
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24
MULvm PIPE INSTALLATIONS
NOTES.
1. GRANULAR BACKFILL REQUIRED UNDER ALL EXISTING OR FUTURE IMPROVE} AREAS INCLUDING SIDEWALKS.
2. WHERE NEW PIPING IS IN SAME ALIGNMENT AS EXISTING PIPING, THE PIPE EMBEDMENT SHALL EXTEND TO A
MINIMUM OF 6" BELOW THE NEW PIPING OR 6" BELOW EXISTING PIPING, WHICHEVER IS DEEPER.
3. FOR FLEXIBLE PIPE, BOTTOM OF TRENCH SHORING SHALL BE ABOVE SPRINGLINE AND UNDER THE PIPE HAUNCHES,
TRENCH NBACKFILL
TS
5 Lie Pt v� moblv'�N co mwm�
DATE: JUNE 22, 2017
JOB NUMBER
5722--02
SHEET
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DATE: JUNE 22, 2017
JOB NUMBER
5722--02
SHEET
STD, 6" F.H.
ry
-- 3.7 S.F.
4
k
FITTING TEE, WYY�E}„ 90' BEND 45'
Inches HYD ANfiS TEE PLUGGED
DGEDD-RUNS BEND
.
22 3 j2' 11 1 4'
BED D
2 s * *
* *
3
Sit'
2.9
1.5
9.5
ill 1.3
1fl.5
.1�_
BEARING AREA OF THRUST BLOCKS (S.F.)
BLOCK TO UNDISTURBED TRENCH WALLS (SEE MINIMUMS BMW)
MIN
1 12"' I
Nr
4 7i£..
-UNDISTURBED SOIL
*MINIMUM THRUST RESTRAINTS
NOTES:
1, ALL FITTINGS SHALT. BE WRAPPED IN PLASTIC PRIOR TO PLACEMENT OF CONCRETE
2. BEARING SURFACE OF THRUST BLOCKING MALL BE AGAINST UNDISTURBED SOIL
3. ALL CONCRETE MIX SHALL HAVE A MIN. 28 DAY STRENGTH OF 3300 PSI.
4. ALL. PIPE ZONES SHALL BE BACKFILLED WITH COMPACTED CRUSHED ROCK.
5. THRUST BLOCKS FOR PLUGGED CROSS AND PLUGGED TEE SHALL HAVE #4 REBAR LIFTING LOOPS INSTALLED.
HORIZONTAL THRUST BLOCKING
NTS
PROVIDE BALL DRIP DRAIN VALVE TO DRAIN FDC, EITHER -
ON CHECK VALVE OR WITH HORIZONTAL TAPPING SADDLE
OSHA APPROVED GALVANIZED WALL
MOUNT CHAMBER LADDER
e FEBCO 856ST DOUBLE CHECK DETECTOR
ASSEMBLY WITH 2 OS&Y GATE VALVES w/
COMPATIBLE SUPERVISORY SWITCHES, OR
APPROVED EQUAL
CAST -€N -PLACE CONCRETE THRUST 12"
COLLAR WITH RETAINER GLAND
CENTERED IN 3300 PSI CONCRETE
AT 28 DAYS (TYPICAL BOTH ENDS) . = aj
Z
N �-- SUMP
M 6" 6"
41
F.D.C. TEE 6" MIN
MEGAFLANGE (TYP. BOTH ENDS)
ACCESS DOOR (OW21 SHALL BE DIAMOND
PLATEALUMINUM, OR APPROVED EQUIV.
DOOR SHALL BE H-20 RATED, NTS SET TOP AT FINISH GRADE
UTILITY OR 1" MAX. ABOVE FG.
SET TOP AT FINISH VAULT _ OUTSIDE PAVED AREAS
GRADE IN PAVED AREAS
1. DCDA SHALL CONFORM TO REQUIREMENTS OF
PUBLIC/PRIVATE AGENCIES HAVING JURISDICTION.
2. DCDA & VAULT INSTALLATION SHALL MEET STATE OF
OREGON, DEPARTMENT OF HUMAN RESOURCES, HEALTH
DIVISION REQUIREMENTS,
3. CONTRACTOR SHALL HAVE DCDA TESTED AND CERTIFIED
PRIOR TO ACCEPTANCE BY OWNER.
4. FDC SHALL NOT EXIT THROUGH THE TOP OF THE VAULT.
5. BENDS, CROSSES AND TEES SHALL NOT BE INSTALLED
WITHIN 5 FEET OF THE OUTSIDE VAULT WALL
6. ALL. VAULTS SHALL MEET OR EXCEED ASTM C-857. ALL
VAULT CONCRETE TO BE 4500 PSI 0 28 DAYS. REBAR
TO BE ASTM A-615 GRADE 60,
7, SUMP PUMP WITH POWER SUPPLY SHALL BE INSTALLED
UNLESS OTHERWISE APPROVED BY ENGINEER OR
GOVERNING JURISDICTION.
8. SUMP DISCHARGE SHALL BE PLUMBED TO FACE OF
STREET CURB OR OTHER DISPOSAL POINT APPROVED BY
LOCAL JURISDICTION (SEE OAR 333-061-00714f).
9. SUMP PUMP POWER SHALL BE INSTALLED IN SCHEDULE
40 RIGID CONDUIT PER NEC REQUIREMENTS.
10. IF REQUIRED BY LOCAL STANDARDS, PROVIDE REMOTE
READER FOR DETECTOR LOOP PER LOCAL JURISDICTION
REQUIREMENTS.
CRASHED ROCK BACKFILI
IN IMPROVED AREAS 4 LADDER
CORE VAULT TO
PIPE DIA +3' MIN,
KOR-N-SEAL BOOT
(TYP. BOTH ENDS)
GATE VALVE w/
COMPATIBLE
SUPERVISORY
Y SWITCH (TYP)
-6.
c -
Z
CASTLE 687 -WA (6'0"xff ID)
--.--.,-OLD
W/4-20 RATED LID, OR EQUIVALENT.
Reducer (increaser)
(Restrained Length for Large Diameter Side)
ELECTRICAL CONDUIT
Sit'
FOR SUMP PUMP
22 1/2'
11 1/4'
Lr --6
F.D.C. PER FIRE DEPT. REQUIREMENTS,
Lr=10
Q,✓� LOCATE AS SHOWN ON PLANS.
Lk --14
f CL 52 DI. PIPE TO FINISH GRADE
e
4" CL 52 D.I. FLG X MJ ADAPTER
23
W/RETAINER GLAND
19
�- GROUT 4" GLOBE OR WAFER STYLE SILENT
--
CHECK VALVE OR APPROVED EQUAL
53
65
77
^- 1.5" THICK SOLID FOAM INSULATION, FOIL
35
SIDE TOWARD VAULT. INSTALL IN TWO
21
HALVES. SEE DETAIL (TYP BOTH ENDS)
55
FIRE DEPT. CONNECTION (FDC) SET MIN.
M
:2
36' ABOVE GRADE UNLESS OTHERWISE
w
REQUIRED BY FIRE DEPT. LOCATE
8"
e SCH, 80 GALV. STEEL. NIPPLE
27
4" GALV. STEEL COMPANION FLANGE
C->
4" CL 52 D.I. FLG X MJ ADAPTER
__
W/RETAINER GLAND
C:�
1�ain
54
10"
44
29
23
ELECTRICAL CONDUIT FOR SUMP PUMP
U
4" POWER. SEE ELECTRICAL PLANS.
----
PROVIDE MIN. 30" COVER.
�
2" SCH 40 PVC SUMP PUMP
Lq
DISCHARGE LINE. PLUMB TO FACE OF
M
CURB OR OTHER APPROVED DISPOSAL
21
POINT. PROVIDE 30" MINIMUM COVER,
67
62
57
MEGAFLANGE (TYP. BOTH ENDS)
------- STANDQN MODEL 589 FLANtE
SUPPORT OR APPROVED EQUAL (TYP).
MIN 5 GPM SUMP PUMP WITH POWER
SUPPLY. CONTRACTOR TO COORDINATE
WITH BUILDING CONTRACTOR TO
CONNECT SUMP PUMP TO BUILDING
POWER.
Li
LENGTH (L,) OF PIPE REQUIRED FOR RESTRAINT (FEET)
Ll
DEAD END
BEND
90. 45; 22t 11t
LENGTH (L ) OF PIPE REQUIRED FOR RESTRAINT WHEN USING TEES (F'EET')
End
Reducer (increaser)
(Restrained Length for Large Diameter Side)
Diameter
Sit'
45'
22 1/2'
11 1/4'
Lr --6
La --8
Lr=10
Ur -12
Lk --14
L,e=16
e
34
23
20
19
44
--
37
53
65
77
6"
35
25
21
20
55
-
---
38
53
67
8"
40
27
1 22
20
66
__
__
.....
37
54
10"
44
29
23
21
76
---
----
---
- --
51
12"
49
31
24
21
86
67
62
57
52 1
47
Ll
DEAD END
BEND
90. 45; 22t 11t
LENGTH (L ) OF PIPE REQUIRED FOR RESTRAINT WHEN USING TEES (F'EET')
LR is the minimum Length in either direction from tee to nearest adjacent faint.
TEE CONFIGURATION
NOTES:
1. ALL JOINTS WITHIN THE LENGTH "Ll" FROM THE ABOVE TABLE, SHALL BE RESTRAINED.
2. THE JOINT RESTRAINT LENGTHS CALCULATED ARE FOR FITTINGS USED TO CHANGE PIPE HORIZONTAL
ALIGNMENT ONLY.
3, IF AN UNANTICIPATED NEED FOR JOINT RESTRAINT ARISES TO CHANGE THE SLOPE OF THE PIPE, THE
CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR JOINT RESTRAINT REQUIREMENTS.
4; THE SMALL DIAMETER SIDE OF A REDUCER DUES NOT REQUIRE RESTRAINT IF THE LARGE DIAMETER SIDE IS
PROPERLY RESTRAINED.
5. ABOVE RESTRAINED LENGTHS ARE BASED ON:
• TEST PRESSURE OF 150 POUNDS PER SQUARE INCH
• MINIMUM OF 3 FEET" COVER
COMPACTED CRUSHED ROCK PIPE ZONE CONDITIONS
• UNCOATED PIPE, THIS TABLE IS NOT APPLICABLE FOR PIPE ENCASED IN POLYETHYLENE
6. ANY REDUCTION OF THESE VALUES AS A RESULT OF OTHER CONDITIONS ENCOUNTERED SHALT. BE BASED
ON THE APPROPRIATE EVALUATION AND RECOMMENDATION BY A QUALIFIED, REGISTERED ENGINEER.
RESTRAINED JOINT DETAIL
NTS
TC
Nc
5.1
NC
tai
Bal
To#
lote: Designed for 0 to 5-0" of Cover
GREASE INTERCEPTOR STRATA
0 C"d6a8ft Precast" Pie Nam: CREASE INTERCEPTOR
PO Sox 323, Wilso7m9e, Oregon? 7b76 0323 Issue We; 2016 BCCI-' 500 GALLON
-Tef: (503) 682.28" Fix: (503) 662.2657 o3 deAstleprecasttbir /witson4itte
NOTE: GREASE INTERCEPTOR SHALL BE PLACED ON 6" MIN, COMPACTED CRUSHED ROCK WITH COMPACTEL
CRUSHED ROCK BACKFILL IN IMPROVED AREAS, LID AND COVER SHALL BE H-20 TRAFFIC RATED.
Horizontal Bend Dead
4" SCH. 80 GALV. STEE€. NIPPLE
4" CL 52 D.I.FLGXMJ
ADAPTER WITH RETAINER GLAND
4"
THRUST BLOCK SIZE LIKE'
HORIZONTAL 90' BEND
6
ix "l" not
FIRE DEPARTMENT CONNECTION PER FIRE
DEPARTMENT STANDARDS AND OREGON FIRE
CODE. SET MIN. 36' ABOVE GRADE UNLESS
OTHERWISE REQUIRED BY FIRE DEPARTMENT:
MAINTAIN MIN. 36" HORIZONTAL CLEAR ZONE.
e GALV STEEL COMPANION FLANGE
-12"x12"x4" CONCRETE PAD
12"
- e MASS 52D.I. PIPE
TO FINISHED GRADE
-e 90' BEND WITH RETAINER
GLAND ON BOTH SIDES
PIPE
FTC LINE DETAIL.
NTS
SEE PLANS
FOR CONTINUATION
Casting ko[ S4owr
2" Yerf
e-- :TWM--A butt in To#
(3}-
No, ISS u 'F Ggsflryg,. -� Honk Loft Archon
{3ot#-Dowr, one-- Gpskeigd) {4tP-Za'ce in `:op`=&`Bose)
30 Dei. ,�.iepK ACCaa^'&
PLAN VIEW
UT v
313' rade Elia s hvc aDte A x3 e; took o.,
{R.:camm,det?2tox'F%iii:i..+}' £osirec#sA
' Tb{ -i" & &" 3giAa �
Ft€ssss h Iglpb n
j Duty 4osin:5eAht ` :£
pL
'v. #gtfla :well
{ i 1
r a s t ent SIDE VIEW
i3w x�f k� accAfdatu8, v th 7Ai° /A4S1 Ztt t, Mltkiu(ae rsri pr' Asim tisi3
ri pay AS1r # £ X30 iaf IjA�i#TO.HS20 44 xeh to Yoa3xi4 dna maxaaurn so3 paver of
tfoxir?t,U ottoxroa?a 4}r[is (oorr age n"MS21 �nits) � '772 {+�uivatart to 1.59 ' 9s$bn'szz�}:_
Cor, Qatar rcastcnf Cao"tingj("w �Xable to ex#erd tf>a fifeof the tonk..
FM lift onA4 ppck�+s yn ��ut.
VeAh1fl(u cdCh ec?d it} Cjsen f#trnggpt+'E;i
Prim t $t r
aiU" f
4 of S s am f71 Ith: clean er # .rou h• stilet. Gm t ba torre� i : a'i
p � �gf . 9 J o � o �71M gt+ttn, a {ppprRx: � one �aat.ztaap�.
Aewlorinfipeet&m,. £ianninn, do bkFfntenanca S&hadate {sea aeon Cut �c.iAoustenarxe instruca'ans).
002a-GREASE INTERCEPTOR STRATA
Pr GRE SE NTERC
STEPTjJ
7e e: '
Naff7 RA'1Al45{XI`
vo a eaz3, u,ssornF,t, SYrega187A7fk4322 Issue bete 2016 001-1500 GALLON
i`�t: ts03) 6�1a F31c fso3) saz=zr�-r oictcassienrecast.cotpthv,isoxvitte
Pauli, l�t�s �1 leo of �-�
Tee Configurations (Restraint Length for Brunch)
v
LSO
Lw--2LR=4
0
Lr --6
La --8
Lr=10
Ur -12
Lk --14
L,e=16
LR=18
4'
44
30
19
19
19
19
19
19
19
19
6'
55
45
36
26
19
19
19
19
19
19
8'
66
59
52
44
37
30
23
19
19
19
10'
76
70
64
58
53
47
41
35
30
24
12"
86
81
76
67
62
57
52 1
47
1 43
LR is the minimum Length in either direction from tee to nearest adjacent faint.
TEE CONFIGURATION
NOTES:
1. ALL JOINTS WITHIN THE LENGTH "Ll" FROM THE ABOVE TABLE, SHALL BE RESTRAINED.
2. THE JOINT RESTRAINT LENGTHS CALCULATED ARE FOR FITTINGS USED TO CHANGE PIPE HORIZONTAL
ALIGNMENT ONLY.
3, IF AN UNANTICIPATED NEED FOR JOINT RESTRAINT ARISES TO CHANGE THE SLOPE OF THE PIPE, THE
CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER FOR JOINT RESTRAINT REQUIREMENTS.
4; THE SMALL DIAMETER SIDE OF A REDUCER DUES NOT REQUIRE RESTRAINT IF THE LARGE DIAMETER SIDE IS
PROPERLY RESTRAINED.
5. ABOVE RESTRAINED LENGTHS ARE BASED ON:
• TEST PRESSURE OF 150 POUNDS PER SQUARE INCH
• MINIMUM OF 3 FEET" COVER
COMPACTED CRUSHED ROCK PIPE ZONE CONDITIONS
• UNCOATED PIPE, THIS TABLE IS NOT APPLICABLE FOR PIPE ENCASED IN POLYETHYLENE
6. ANY REDUCTION OF THESE VALUES AS A RESULT OF OTHER CONDITIONS ENCOUNTERED SHALT. BE BASED
ON THE APPROPRIATE EVALUATION AND RECOMMENDATION BY A QUALIFIED, REGISTERED ENGINEER.
RESTRAINED JOINT DETAIL
NTS
TC
Nc
5.1
NC
tai
Bal
To#
lote: Designed for 0 to 5-0" of Cover
GREASE INTERCEPTOR STRATA
0 C"d6a8ft Precast" Pie Nam: CREASE INTERCEPTOR
PO Sox 323, Wilso7m9e, Oregon? 7b76 0323 Issue We; 2016 BCCI-' 500 GALLON
-Tef: (503) 682.28" Fix: (503) 662.2657 o3 deAstleprecasttbir /witson4itte
NOTE: GREASE INTERCEPTOR SHALL BE PLACED ON 6" MIN, COMPACTED CRUSHED ROCK WITH COMPACTEL
CRUSHED ROCK BACKFILL IN IMPROVED AREAS, LID AND COVER SHALL BE H-20 TRAFFIC RATED.
Horizontal Bend Dead
4" SCH. 80 GALV. STEE€. NIPPLE
4" CL 52 D.I.FLGXMJ
ADAPTER WITH RETAINER GLAND
4"
THRUST BLOCK SIZE LIKE'
HORIZONTAL 90' BEND
6
ix "l" not
FIRE DEPARTMENT CONNECTION PER FIRE
DEPARTMENT STANDARDS AND OREGON FIRE
CODE. SET MIN. 36' ABOVE GRADE UNLESS
OTHERWISE REQUIRED BY FIRE DEPARTMENT:
MAINTAIN MIN. 36" HORIZONTAL CLEAR ZONE.
e GALV STEEL COMPANION FLANGE
-12"x12"x4" CONCRETE PAD
12"
- e MASS 52D.I. PIPE
TO FINISHED GRADE
-e 90' BEND WITH RETAINER
GLAND ON BOTH SIDES
PIPE
FTC LINE DETAIL.
NTS
SEE PLANS
FOR CONTINUATION
Casting ko[ S4owr
2" Yerf
e-- :TWM--A butt in To#
(3}-
No, ISS u 'F Ggsflryg,. -� Honk Loft Archon
{3ot#-Dowr, one-- Gpskeigd) {4tP-Za'ce in `:op`=&`Bose)
30 Dei. ,�.iepK ACCaa^'&
PLAN VIEW
UT v
313' rade Elia s hvc aDte A x3 e; took o.,
{R.:camm,det?2tox'F%iii:i..+}' £osirec#sA
' Tb{ -i" & &" 3giAa �
Ft€ssss h Iglpb n
j Duty 4osin:5eAht ` :£
pL
'v. #gtfla :well
{ i 1
r a s t ent SIDE VIEW
i3w x�f k� accAfdatu8, v th 7Ai° /A4S1 Ztt t, Mltkiu(ae rsri pr' Asim tisi3
ri pay AS1r # £ X30 iaf IjA�i#TO.HS20 44 xeh to Yoa3xi4 dna maxaaurn so3 paver of
tfoxir?t,U ottoxroa?a 4}r[is (oorr age n"MS21 �nits) � '772 {+�uivatart to 1.59 ' 9s$bn'szz�}:_
Cor, Qatar rcastcnf Cao"tingj("w �Xable to ex#erd tf>a fifeof the tonk..
FM lift onA4 ppck�+s yn ��ut.
VeAh1fl(u cdCh ec?d it} Cjsen f#trnggpt+'E;i
Prim t $t r
aiU" f
4 of S s am f71 Ith: clean er # .rou h• stilet. Gm t ba torre� i : a'i
p � �gf . 9 J o � o �71M gt+ttn, a {ppprRx: � one �aat.ztaap�.
Aewlorinfipeet&m,. £ianninn, do bkFfntenanca S&hadate {sea aeon Cut �c.iAoustenarxe instruca'ans).
002a-GREASE INTERCEPTOR STRATA
Pr GRE SE NTERC
STEPTjJ
7e e: '
Naff7 RA'1Al45{XI`
vo a eaz3, u,ssornF,t, SYrega187A7fk4322 Issue bete 2016 001-1500 GALLON
i`�t: ts03) 6�1a F31c fso3) saz=zr�-r oictcassienrecast.cotpthv,isoxvitte
Pauli, l�t�s �1 leo of �-�
DATE: JUNE 22, 2017
LLIc '
v
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W
Z
o>c
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E
yet
CL
r
ufQap
u
iii
dwtcis;. v
W 3L
0
UJ d
Cn
w
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0
LU
um
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z
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ccs
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DATE: JUNE 22, 2017
aotms - \% -\m wm\� %xzlmt�, vz% m4 mEmu' -Iz�
rs GtiSitE1'!
�_IWAN%\ZM aZ\%% % %\Akl>� *V R.
,CURBSIDE SIIDEWALK
*t IM. SCOP I
PAvhG CURB & G+ittER "NX MTt1 M RM (V 1P1)
'Eft
1
V
qW ..R - LOAM
2" MINIMUM OF 3/4" MINUS
tit` FIRM COMPACTED SllE3&RADE COMPACTED CRUSHED ROCK
CRUSHED ROCK BALLAST 4" MINIMUM P.C. CONCRETE
PEACED PR110R TO STREET PAVEMENT
SETBACK
4H IV Mio( SLOPE s PROPbM
SM TYOI�A
.^
s
6" MINIMUM LOA _OAM
2' MINIMUM
OF
CRUSHED ROCK BALL49 COMPACTED,► ROCK
PLACED .. i,. TO STREET PAVEMENT
4- MINIMUM P.C, CONCRETE
N.0T1ES__,__
� f4 AD}VGROUNO FACILITIES (FIRE HYDRANTS, POWER POLES, CATCH 004S, VALVES, J-00XE5 ETC) SHALL BE RERMIfTED i'FIiTIIN THE::: aiDEM'ALK AREA. I
ALL SURFACES SHALL HAVE A BROOD FINISH.
SIDEWALKS, ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STRENGTH (3M PSI LAO STRENGTH) 6.0 SACK MIX CONCRETE
CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH 4025 PSI LAB STRENGTH 6:3 SACK MIX CONCRETE
I
i
No
R> V5 01t DOTE BY Appp
CITY OF SPRINGItI D
SPRINGFIELD iia
REPT OF PUBUC WORIM
SIDEWALK COSTRUCTION
5'i'ANI3
DItAMNG
2
_ 2003
)♦l♦I�REMOVALa
10'1
58,
1211
69'
".a
_j ix
4" GRIP RING
4
r} er i
iff" GRIP RING
5
a1 ema a City 9V&ftT
DRIVE NY (INCLUDING TRANSITION WING)
%r
SHAtt NOT CROSS PROPERTY TINE PROJECTION
SAWCUT 4t, DEED (MIN) AS CLOSE
% TO THF CURB AS PRACTICABLE a
'``.fit('``' r•' .".. ...--� '� � ....- -
e',¢QPC??iY Lfq'e PRGJd41lt1Ft .: ✓�`•�i�,I e %,M. ( s•" :�,...-..^ '.� `'" �,,, r ""'" -'"
-- w..•
CURB REMOVAL _ CURB REPLACEMENT
FOR DRI IDNAY OR RAI�IPW PLACEMENT w� - WITH STANDARD WCURB
a0.4 4 MAXIM{UC .r r. 1.w-:! h. SX.m=iii
.4. Di_"Pr AS Cu{)_?E y�Jj :?AtgPC'.;J 4. L.....,a. `r7 AS CLOSE
r a�.�....,. .•{.
f i s r-� .` °" j ' C `t
9 EA
,ter :)°�. .r
qq,`
v) CF i tar r C. I'LL a HOLE WI E. Pf Y
~,ON aTlgi.. SVS, v:i'N t 1VF4 LIi�[ 8" LONG
F RE'rv..LS•tyT 3,T<. o `.
.<
(} ){';. Y:s iZK ta' i_€.i,}-'t Es.
NOTES
EXISTING GUTTER BAR SHALT: NOT BE _REMOVED WITHOUT PRIOR APPROVAL BY THE CITY
CURB CUT WIDTH SHALL BE IN ACCOREANCE WITH PERWr
ALTERNATIVELY, CURB CUTS MAY BE SAWED RISING THE 'PRECISION CUT' MEMO OR EOUSYALENT
SDEiWXS, ACCESS RAMPS, AND RESIDENTIAL'DMAYS SHALL BE 3000 PSI FIELD STRENGTH (3450 PSI IAB STRENGTH); 6.0 SACK MIX CONCRETE
% CURBS & COMMERCIAL DRIVEWAYS SHAtI. BE 3500 PSI FIELD STRENGTH (4025 PSI LAB STRENGTH) 6.3 SACK MIX CONCRETE
DEDICATE RIGHT OF WAY AS
NECESSARY TO CONTAIN
ON SITE L1txAINACE SHAA PEDESTRIAN PATH
OW !QNTPROA! RTY-
8" THICK 3500 PSI FIELD STRENGTH
c3ccroia o (4025 PSI LAB STRENGTH) 6.3 SACK
prat
MIX REINFORCED CONCRETE ON 2" OF
- _ — COMPACTED 3/4" MINUS CRUSHED ROCK
*11631%k%
A
+, iTt l ?� : �V1�4S�iiSr SiC�1T.
r)AMP $I L>f'i ;} A 1
120 4YPICAL
� 2...4
i ('tUii�
SECTION A — A
12.1 TYPICAL SM -1 MAX SLOPE 8" THICK 3500 PS1 FIELD STRENGTH
5' MIN V MIN, (4025 PSI LAB STRENt:7'H) 6.3 SACK
< 3/4` EP MIX REINFORCED CONCRETE
r- "• ° • .•' ° e. #d REBAR — 12" ON CENTER
k amcic e" a BOTH WAYS PLACED 2"
ABOVE THE BOTTOM OF SLAB
. OF 3/4- MINUS
r
COMPACTED CRUSHED RUCK
I. -I
NOTES
N
W M -GROM FaW-(W tfYARqI s, PAYER PILES, CATCH BM. VALVES, J•^WO,15C,) SNN.t K ITNTtED ON ifs APRON OR RkUP AREA
>k WR WAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (WNJti[id1) AND 35 FEET (MAXfI tit) IN ACCORDANCE WITH CITY PERWTS.
*'ALL SURFACES SWILL HAVE A MOM FNISH,
* REFER TO Si'AfIbARD DRAWIW 3 --XX FOR CURB CUT DETAILS
* CONCRIJE WITHIN APPROACH SHALL BE r INCst W GONCRM ON 2' OF 3/4" IANUS CRUSHED ROCK.
REINFORCELIENT IS RMUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PUCEEI 2' ABOVE THE 001TOM OF THE STAB
A CONTRA
# CTT N SHALL 8E AOIiE[t IN THE CE#1TER Or M
SIDM4 ES. ACCESS RATS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STREfMH (3450 PSI 1AB 5"FRENG" 6:0" SACK MIX CONCRETE
?k CANTOS de COMMERC4Ai, DP,It AYa SfD,ii. BE 350D M FIELD STRENGTH (4025 PSI TAB STRENGTH) 6.3 SACK MIX CMM
SIDEWALK ACCESS RAMS' NOTES
THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP.
v
RESTRAINT
LENGTH (MIN.)
CURB
REPLACEMENT
DRIVEWAY APRON
CURBSIDE SIDEWALK
Al F-eroaka
s
)♦l♦I�REMOVALa
10'1
58,
1211
69'
".a
DEDICATE RIGHT OF WAY AS
NECESSARY TO CONTAIN
ON SITE L1txAINACE SHAA PEDESTRIAN PATH
OW !QNTPROA! RTY-
8" THICK 3500 PSI FIELD STRENGTH
c3ccroia o (4025 PSI LAB STRENGTH) 6.3 SACK
prat
MIX REINFORCED CONCRETE ON 2" OF
- _ — COMPACTED 3/4" MINUS CRUSHED ROCK
*11631%k%
A
+, iTt l ?� : �V1�4S�iiSr SiC�1T.
r)AMP $I L>f'i ;} A 1
120 4YPICAL
� 2...4
i ('tUii�
SECTION A — A
12.1 TYPICAL SM -1 MAX SLOPE 8" THICK 3500 PS1 FIELD STRENGTH
5' MIN V MIN, (4025 PSI LAB STRENt:7'H) 6.3 SACK
< 3/4` EP MIX REINFORCED CONCRETE
r- "• ° • .•' ° e. #d REBAR — 12" ON CENTER
k amcic e" a BOTH WAYS PLACED 2"
ABOVE THE BOTTOM OF SLAB
. OF 3/4- MINUS
r
COMPACTED CRUSHED RUCK
I. -I
NOTES
N
W M -GROM FaW-(W tfYARqI s, PAYER PILES, CATCH BM. VALVES, J•^WO,15C,) SNN.t K ITNTtED ON ifs APRON OR RkUP AREA
>k WR WAY (THROAT) WIDTH SHALL BE BETWEEN 24 FEET (WNJti[id1) AND 35 FEET (MAXfI tit) IN ACCORDANCE WITH CITY PERWTS.
*'ALL SURFACES SWILL HAVE A MOM FNISH,
* REFER TO Si'AfIbARD DRAWIW 3 --XX FOR CURB CUT DETAILS
* CONCRIJE WITHIN APPROACH SHALL BE r INCst W GONCRM ON 2' OF 3/4" IANUS CRUSHED ROCK.
REINFORCELIENT IS RMUIRED. USE #4 REBAR - 12" ON CENTER - BOTH WAYS - PUCEEI 2' ABOVE THE 001TOM OF THE STAB
A CONTRA
# CTT N SHALL 8E AOIiE[t IN THE CE#1TER Or M
SIDM4 ES. ACCESS RATS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI FIELD STREfMH (3450 PSI 1AB 5"FRENG" 6:0" SACK MIX CONCRETE
?k CANTOS de COMMERC4Ai, DP,It AYa SfD,ii. BE 350D M FIELD STRENGTH (4025 PSI TAB STRENGTH) 6.3 SACK MIX CMM
SIDEWALK ACCESS RAMS' NOTES
THIS DRIVEWAY APPROACH MAY NOT BE USED AS A SIDEWALK ACCESS RAMP.
v
* WIDTH OF DRIVEWAY SECTIONS SHALL BE 4' MIN INSTEAD OF THE 5' MIN INDICATED IN THE CITY STANDARD
DETAIL.
STANDARD CORD & GUTTER
t„ 1/4- LIP DETYIEEN WEEP PIPE
,*HOLE � GUTTEP FLOW Lmi:
s' t/2" RADIUS (TYPICAL)
DA.VftdFP f
t"
PIPE BOLE
I� ;
11- _
s 1 $ I
24 . .......... . ... _..
EXTRUDED CURB
i.<
»
VW HOLES SHA}.i BE PLACED AT 75' O.C. OR AS OTHERWISE SPECIFIED
REFER TO STD DWG. 5 -XX FOR INS1AUATICIN DETAII$ IN NEW
CONSTRUCTION, PLACE CONTRAC"IMN JUJINT OVER & IN FRONT OF PIPE
MOUNTABLE CURB & GUTTER
_.1/2' RADIUS (TYPICAL)
13
CC 1
VN `I
_ 2d" E
FULL DEPTH CURB
b
1
;,.
1
CONTRACTION JOINTS
15 FEET O.C. IMAX
Old NON -EXTRUDED CONCRETE CURB C GUTTER POURS
12 --INCH THICK PREFORM D EXPANSION JOINTS SHALL
;B PLACED 30 FEET O,C. INSTEAD OF CONTRACTION
_ : a
}T
3
G' I V F ,
� 6Y R I I
T A II E fJ tA_NT S ANt Pn.E
....• � � . ` JO h S i D E. O. E IC 0
L
t p{ #
:s S
CURB ENDY#jYGFtTIFT Ni.
—EXPANSION JOINT
CIJ 8R IGS_ _
tet.
wz
yam,
i
�., COtiSi CURB . A,..
f CS`D�GT
£ C Y
YCiiii cCBkS ..,
�
NOTES
WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACTION JOINTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET
PAVEMENT AND 24" #5 REM TIE. BARS SHJ BE PLACED IN GREEN CONCRETE.
�k CURB AND t;i1FTER SURFACES SHALL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE CURB
c
SIDEWALKS. ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI HELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE
CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 'PSI EAB STRENGTH) 6,3 SACK MIX CIA CRM
all
RESTRAINT
LENGTH (MIN.)
,.COMMERCIAL
7x
DRIVEWAY APRON
CURBSIDE SIDEWALK
Al F-eroaka
s
49'
10'1
58,
1211
69'
".a
_j ix
4" GRIP RING
4
r} er i
iff" GRIP RING
5
* WIDTH OF DRIVEWAY SECTIONS SHALL BE 4' MIN INSTEAD OF THE 5' MIN INDICATED IN THE CITY STANDARD
DETAIL.
STANDARD CORD & GUTTER
t„ 1/4- LIP DETYIEEN WEEP PIPE
,*HOLE � GUTTEP FLOW Lmi:
s' t/2" RADIUS (TYPICAL)
DA.VftdFP f
t"
PIPE BOLE
I� ;
11- _
s 1 $ I
24 . .......... . ... _..
EXTRUDED CURB
i.<
»
VW HOLES SHA}.i BE PLACED AT 75' O.C. OR AS OTHERWISE SPECIFIED
REFER TO STD DWG. 5 -XX FOR INS1AUATICIN DETAII$ IN NEW
CONSTRUCTION, PLACE CONTRAC"IMN JUJINT OVER & IN FRONT OF PIPE
MOUNTABLE CURB & GUTTER
_.1/2' RADIUS (TYPICAL)
13
CC 1
VN `I
_ 2d" E
FULL DEPTH CURB
b
1
;,.
1
CONTRACTION JOINTS
15 FEET O.C. IMAX
Old NON -EXTRUDED CONCRETE CURB C GUTTER POURS
12 --INCH THICK PREFORM D EXPANSION JOINTS SHALL
;B PLACED 30 FEET O,C. INSTEAD OF CONTRACTION
_ : a
}T
3
G' I V F ,
� 6Y R I I
T A II E fJ tA_NT S ANt Pn.E
....• � � . ` JO h S i D E. O. E IC 0
L
t p{ #
:s S
CURB ENDY#jYGFtTIFT Ni.
—EXPANSION JOINT
CIJ 8R IGS_ _
tet.
wz
yam,
i
�., COtiSi CURB . A,..
f CS`D�GT
£ C Y
YCiiii cCBkS ..,
�
NOTES
WHERE CONCRETE PAVEMENT WILL BE USED, CONTRACTION JOINTS SHALL BE PLACED TO MATCH TRANSVERSE CONTRACTION JOINT LOCATIONS IN STREET
PAVEMENT AND 24" #5 REM TIE. BARS SHJ BE PLACED IN GREEN CONCRETE.
�k CURB AND t;i1FTER SURFACES SHALL HAVE A BROOM FINISH PARALLEL TO THE LENGTH OF THE CURB
c
SIDEWALKS. ACCESS RAMPS, AND RESIDENTIAL DRIVEWAYS SHALL BE 3000 PSI HELD STRENGTH (3450 PSI LAB STRENGTH) 6.0 SACK MIX CONCRETE
CURBS & COMMERCIAL DRIVEWAYS SHALL BE 3500 PSI FIELD STRENGTH (4025 'PSI EAB STRENGTH) 6,3 SACK MIX CIA CRM
all
RESTRAINT
LENGTH (MIN.)
CURB GUTTER
37'
Bit
49'
10'1
58,
1211
69'
NOTE: OVERFLOW RISER SHOWN ON DETAIL IN RAIN GARDEN IS NOT APPLICABLE TO THIS PROJECT. OVERFLOW IS
LOCATED INSIDE A MANHOLE FOR BOTH RAID GARDENS.
NOTES:
1. INT i '
S AL 3M DIRECT BURY SPLICE KIT PER MANUFACTURER S INSTRUCTIONS
TYf? ALL BELOW GRACIE WRE SPLICE LOCATIONS,
2 INSTALL ENOUGH TRACER WIRE TO BE EX7E'NDED 12 ABOVE GROUND.
3 USE OF ANCHOR BLOCKS OR THRUST BLOCK SHALL BE DETERMINED BY
WSC ENGINEERING ON A CASE BY CASE BASIS.
N
8
GRADE'
GRADE
�• r``' 15
VALVE TILE INSTALLA77ON
PER W1. 16 14
10
f.
�s
-SEE TABLE BELOW FOR
RESTRAINT REQUIREMENTS
SEE N07E° #1
CQMPACT0
13 12
41 MINUS
6"-1241 WL f
I E I
4 7 3 6
Nt?7F:' ANCHOR
3
.BLOCKS �THRUSTl MINUS OR PRECAST BLOCK OR ANCHOR
(IF REQUIRED) PER W1.25 CONCRETE PAD BLOCK (IF REQUIRED) TO RE
(SEE NOTE J3) SUPPOR77NG VALVE CALCULATED BY WSC
ENGINEERING (SEE N07F #3)
MATERIA(. LIST ON BACK
WATERLINE
SIZE
RESTRAINT
LENGTH (MIN.)
611
37'
Bit
49'
10'1
58,
1211
69'
".a
_j ix
4" GRIP RING
4
r} er i
iff" GRIP RING
5
1 546-0400
4" GATE VALVE - MJ x FL
�=
t�
z
4" DUCTILE IRON PIPE
TM SM
6f.
10" x 4" REDUCER - MJ x FL
. =
t y CM CUTS FM
8" VALVE TILE LID
3;1 XGX.
2 FT UN
8 14 VALVE TILE INSERT
3I,bm
6111
SOTM
tnc`-a'ri
6: a:' v
�S
yyp
s. 1. !.�.)
4"SPOOL PIECE - FL x P£
12
LP NONSTOCK ,
w
13
2 NONSTOCK
4" FL KIT
14
1 NONSTOCK
5" STORZ x 4" FL ADAPTER
1S
1 NONSTOC1C
5" STORZ CAP
VIP
t---
04%
er LU
cq�
4
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A.'
1
Z,
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To
co
1#I#tiR{� PCkJdt
SEP 01 2011
1. Provide protection from all vehicle traffic, equipment staging,
6, Drain rock:
and foot Iraffic in proposed infiltration areas prior to, during,
Original SLIbmi ai
a. Size: 3A4" -24P2'"" washed
and after construction,
b. Depth: 12" Minimum
2, Dimensions. SEE GRADING PLAN
7. Drain rock cater shad be separate14'thegrowJng medium,
a. Depth of rain garden:
and the surround soils by a geotextile filter fabric,
b. Flat bottom widsh: 2' min;
c. Side slopes of Rain Garden: 3:1 maximum.
8. Growing medium: OR 3"
CHOKER
3. Setbacks:.
a. 12" minimurn LAYER
b. Imported topsoil or amended native topsoil.
a. Infiltration rain gardens must be 10' from
foundations and 5` from property lines,
Vegetation: Follow landscape
Filtration Rain Garden do not require a setback With
.
an approved waterproof finer.
pp p
4, Overflow:
a. Overflows are required unless sized to fully infiltrate
the stood control design storm.
10. Install washed pea gravel or river rock to transition from
b; Inlet elevation must allow for;r of freeboard,
inlets and splash pad to growing medium.
minimum:
S. Piping. Minimum 3" pipe required for up to 1,600 sq ft of
impervious area, otherwise 4" min. Piping material, slopes
and installation shall follow the Uniform Plumbing Code.
INFILTRATION
--
CITY OF
F46 � >N RAIN GARDEN
oc
arxrz
SCALE
%CS
NTS
EUGENE, OREGON
MAWN BY
SNG
DEPARTMENT OF PUBLIC WORKS
TYPICAL DETAILS
r° ,"
ENG€%enluoOh1ISION
NOTE: OVERFLOW RISER SHOWN ON DETAIL IN RAIN GARDEN IS NOT APPLICABLE TO THIS PROJECT. OVERFLOW IS
LOCATED INSIDE A MANHOLE FOR BOTH RAID GARDENS.
NOTES:
1. INT i '
S AL 3M DIRECT BURY SPLICE KIT PER MANUFACTURER S INSTRUCTIONS
TYf? ALL BELOW GRACIE WRE SPLICE LOCATIONS,
2 INSTALL ENOUGH TRACER WIRE TO BE EX7E'NDED 12 ABOVE GROUND.
3 USE OF ANCHOR BLOCKS OR THRUST BLOCK SHALL BE DETERMINED BY
WSC ENGINEERING ON A CASE BY CASE BASIS.
N
8
GRADE'
GRADE
�• r``' 15
VALVE TILE INSTALLA77ON
PER W1. 16 14
10
f.
�s
-SEE TABLE BELOW FOR
RESTRAINT REQUIREMENTS
SEE N07E° #1
CQMPACT0
13 12
41 MINUS
6"-1241 WL f
I E I
4 7 3 6
Nt?7F:' ANCHOR
3
.BLOCKS �THRUSTl MINUS OR PRECAST BLOCK OR ANCHOR
(IF REQUIRED) PER W1.25 CONCRETE PAD BLOCK (IF REQUIRED) TO RE
(SEE NOTE J3) SUPPOR77NG VALVE CALCULATED BY WSC
ENGINEERING (SEE N07F #3)
MATERIA(. LIST ON BACK
WATERLINE
SIZE
RESTRAINT
LENGTH (MIN.)
611
37'
Bit
49'
10'1
58,
1211
69'
SCALE: N.T.S. WATER DIVISION STANDARD DRAWIN,
DRAWN BY. LSB `x 4" FLUSH POINT
CONSTRUCTION MAINS 6'r TO 121t
ENGINEERING: f �� SPRINI;PIFLDUiTLTTYT3tIARD DEAD END INSTALLATION
NNW
DRAWING NUMBER
1.13
REVISED:5-16--2013
THE REFERENCES 'PROVIDED IN THIS STANDARD ARE FOR INFORMA77ONAL PURPOSES ONLY AND
MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY
INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD
CONS7RUC71ON SPECIFICA77ONS AND ANY OTHER APPLICABLE STANDARD.
SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATION REFERENCES
DUC77LE L&ON PIPE:• I WY 401.02P2A #iC�i__ PLEL)MKy W -401.02,03A
FLANGED JOINT -,W -401.02.07A < MECHANICAL JOINTS~ W-401.02.076
RES_10N_T_-SEATED GATE VALVES. • W-401.02.080 VALVE BOX LIDS: W- 401.02 08G1
,VALE. BOX RING' W -4010208G2 VALVE BOX INSERT Ifi- 4£?1,02.08G3
THRUST RESTRJINE W-401,0209 TO W-401.02.098 METER BOXES W-401.02.11 & W-4t}10310B
TRACER WIRE: W=40W2.02H & W-401.03.101 VALVES AND VALVE TILES W -401.03.10C
DEAD --END MAINS AND FLUSH POINTS: W-•401.0}31OG
MATERIAL LIST
No,
to .;tu
UJI 11M
PART
DRAWN BY:.
0 U
4 9f.} D£ND _ MJ
SEND
2
0 F
c 40
2"1<METER BOX
31
_j ix
4" GRIP RING
4
CL
iff" GRIP RING
5
1 546-0400
4" GATE VALVE - MJ x FL
�=
t�
z
4" DUCTILE IRON PIPE
7
6f.
10" x 4" REDUCER - MJ x FL
. =
Z
.. <..
8" VALVE TILE LID
Lai r,�t
00 iN
_.
E
Z .i.i.
Fr
8 14 VALVE TILE INSERT
W co •C) t!
T13r1
8" VALVE TILE
tnc`-a'ri
6: a:' v
cc
Z
LL, �-
4"SPOOL PIECE - FL x P£
12
LP NONSTOCK ,
LOCATE WIRE
13
2 NONSTOCK
4" FL KIT
14
1 NONSTOCK
5" STORZ x 4" FL ADAPTER
1S
1 NONSTOC1C
5" STORZ CAP
VIP
t---
04%
er LU
cq�
4
Z,
Uj
(w
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LIJ
LJL
co
Date Received
SEP 01 2011
,W Aft
rArm
10
1616
Original SLIbmi ai
THE REFERENCES 'PROVIDED IN THIS STANDARD ARE FOR INFORMA77ONAL PURPOSES ONLY AND
MAY NOT BE COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ANY
INSTALLATION PERFORMED MEETS THE REQUIREMENTS SET FORTH IN THE STANDARD
CONS7RUC71ON SPECIFICA77ONS AND ANY OTHER APPLICABLE STANDARD.
SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATION REFERENCES
DUC77LE L&ON PIPE:• I WY 401.02P2A #iC�i__ PLEL)MKy W -401.02,03A
FLANGED JOINT -,W -401.02.07A < MECHANICAL JOINTS~ W-401.02.076
RES_10N_T_-SEATED GATE VALVES. • W-401.02.080 VALVE BOX LIDS: W- 401.02 08G1
,VALE. BOX RING' W -4010208G2 VALVE BOX INSERT Ifi- 4£?1,02.08G3
THRUST RESTRJINE W-401,0209 TO W-401.02.098 METER BOXES W-401.02.11 & W-4t}10310B
TRACER WIRE: W=40W2.02H & W-401.03.101 VALVES AND VALVE TILES W -401.03.10C
DEAD --END MAINS AND FLUSH POINTS: W-•401.0}31OG
MATERIAL LIST
No,
QUAN, PART No.
PART
DRAWN BY:.
1 513-0490
4 9f.} D£ND _ MJ
SEND
2
1 516-2000
2"1<METER BOX
31
1 3 543-0400
4" GRIP RING
4
1 543-JQ UO
iff" GRIP RING
5
1 546-0400
4" GATE VALVE - MJ x FL
6
LF 561-0400
4" DUCTILE IRON PIPE
7
1 99-JQ. 04
10" x 4" REDUCER - MJ x FL
8
1 597-8000
8" VALVE TILE LID
1 597-8010
8 14 VALVE TILE INSERT
10
LF NONSTOCK
8" VALVE TILE
11
LF NONSTOCK
4"SPOOL PIECE - FL x P£
12
LP NONSTOCK ,
LOCATE WIRE
13
2 NONSTOCK
4" FL KIT
14
1 NONSTOCK
5" STORZ x 4" FL ADAPTER
1S
1 NONSTOC1C
5" STORZ CAP
.>. z_tzy .+' ,.?.yirhr �„fC r.Rv nt nt,•�Z4 z1a ...,:£; <xk - as.;?C t. 2a:.F?„ ':z, €�.,a. 4? .. "r.
DATE: JANE 2Z 2017
DESIGNED, BY,
TDR
DRAWN BY:.
;. SDB
CHECKM BY.
JMP
SCAM:;
AS NOTED
DATE: JANE 2Z 2017
8" CAST IRON VALVE30" 7RENCH WW TH TRENCH NO 7H
BOX LII WTH VA7E'R" ROLLED 20 GAUGE GALVANIZED SPLIT VALVE BOX RING AS REQUIRED VARIES VARIES
CAST INTO LID VALVE BOX INSERT 12" OR 18" LENGTH TO _3 » � rr >
BY `ENGINEER. LONGER COLLARS 9 l /a - ; ry a; ,
„>
(597-8000) BE USED EXCEPT AS N01ED BELOW CAN BE MANUFACTURED TO
597—BOIQ ra 6 SELECT NA 77 VE
r C J �> ACCOMMODATE THICKER SEC77ONS
4 SQUARE" ASPHALT OR � � - f ' � ` ;�ry SOIL
JO" CONCRETE COLLAR GER; BAR GLINT TYT'
AS 57 -8II20 TYP. , r
AS REQUIRED BY FG i/ . f', # Ar ,x
ENGINEER SEE STD.
r
DETAIL W1:16.1 /, ,, ,,,, , ; ' » ,
E L b . >; ,y ,.,SEPARATION� F
\ , . F ,+'s°A J ° . ` . ' = MINIMUM 12
%,
OR CONCRETE DETAILS A MIDI 4 14 GA, SOLID COPPER BLUEIX
C..
BETWEEN WATER AND
LOCATE WIREfAX.�
k.
F
3 t l
OTHER DUCTS. NDUCTS
(}
V �,,%e ," r
3 ., If 4..
r , 1 ''r
MAY BE PLACED ABOVE >4, F �� , `. 1 >z i�r,
. f , ,.7✓� xY s„°: r`s v t v -.t n F ::.
CUT NOTCH OR DRILL HOLE TO INSERT-, . ;
PROVIDE ENOUGH WIR TO >.;\ WATERLINE
rr » ?✓ .. v :. '. tv<p�.. �..,. < s'T ,,'Y t' *r.. K"'..„.: e� '� `'” f`` �:;?mss,,,, ' "
LOCATE WIRE 14 OR 20 BELOW FINAL PSI
EXTEND
XTE D 4 ABOVE
�s
Gik fGl'IV &.2 Ail YG. RISER
GRADE: USE CAUTION TO NOT DAMAGE �<"," "� CONCRETE
n WIRE WHEN INSTALLING INSERT' COMPACTED 4 MINUS
8 ASTM 3034 PVC 142
�� . »
PIPE VALVE BOX RISER WATER _O CRUSHED WATER
CENTERED OVER
#4 BAR COPTT, TYP.8” ASTM 30,34 PVC AGGREGATE
n �f
OPERATING NUT. CUT TO
PIPE VALVE BOX RISER
4000 PSI 8 I PER TI „{. .
CENTERED OVER O ANG z i_
LENGTH AS NEEDED �"�� M�' 14 GAUGE SOLID COPPER 3 ��>% _ `��. \�, � � �.,;
r:, .,., ;: 4., t
NR
CO C ETE NUT GUT TO LENGTH AS NEEDED 3 � r��.f r
BLUE LOCATE WIRE TYP �«�%
... gdx'✓" ��; � !�- ; i ,.3. �y
WATER VALUE \f % PER S7D, DWG W1,16 6" 6" j 6». 6
(( -
t MIN. MIN, MIN. MIN::
6
VALVE BOX RING SECTION
\ \ UNDEVELOPED GROUND GRAVEL ROAD
` VALVE BOX COLLAR f2" TRENCH WIDTH 12"
VARIES t TRENCH WD TH
INSTALL 3M DIRECT BURY SPLICE KIT PER STANDARD METER BOX VARIES ,
MANUFACTURER'S INSIRUCIIONS TY? ALL 10"
TVP. GLI?
BELOW GRAVE WIRE SPLICE LOCATIONS #`I BAR COAT. TYP
,< «
3M DBRIY-6 DIRECT BURYTVP,, `
T
ALL SIDES 3
SPLICE KIT TYP >
FG 1 F
-•-"��;�> � �; �< >.,_ � ti � '1��� \,.,, USE CONTROL
DENSITY FILL >x „
VALVE BOX RING FOR CONCRETEiN
OR HIGH TRAFFIC AREAS AS (CDF) AS
e 4 i
REQUIRED BY ENGINEER. LONGER , a tea, �: � � � � m � � � � �r � � � ;
Q v y REQUIRED f
'b �
COLLARS CAN BE MANUFACTURED �
WIRE SPLICE DETAIL
S >
TO ACCOMMODATE THICKER _777Ml
W,
SECTIONS AS REQUIRED
r�.n..� €,;�,d'. : 4 �k kruf'oe'• ,>ps, 'y,<,t>�.:f;/!,'k.'."y,�/..4000 PSI
CONCRETE T_!JS!'U/LV
Y/AT:
< J
r,t5„y'
.'
/lir � 53'. ::a, ,,. ,,.:.y. ... `""t >" };s .'✓'vy -f
3 -,..
J —O CRUSHED.
,. moi` .,..,: x, ,., ..,'.4: J < .. ,��✓. .. ... , ...., .,.. *u:✓": `}', ,,,.... ;: .;. ; s,'. „Eli':' n,. \Py,. �% �,(::��r;
_ N�, e. a. s
r / r ,. AGRG
h ,
COMPACTED /MINUS � ,
s f
d
�,{<r
rl,f ,I ,g ✓ �,. ,> , METER BOX RING SECTION
„r , 4. .. s ✓`/ , h:.. :. ,r. , r .,. , ,9 r„. s_.r. rv.x, ..r 3,. ,.. <:,:, _, 's
., , - . ,. .. , . w sat. ,:.,, ,,. ..,. _, .. , %. , , r .. ,. NO . ,r >z a ,.
..: .� � .. ' , r �P, �., ,� NOTE. FACING FRONT ., .
°j:
3
CONDUIT I REQUIRED
n ”
C S_
1 4 BAR CONT. TYP
I T
Y !t
VALVE BO RINGS SHALL BE # 6 6
ry . < waq.�
fi
FOR ALL LONG S RVIGES
E
f- rr ISTALLEI? FOR ALL VALVE LIf ' ,f r� , ,,✓i TIN. MIN. ' >r MIN. AAIP1;
PA �iIN TVP. T�
1l2 8-1 �`
COMPACTED � MINUS ':a'�" 1 AND SMALLER REFER
INSTALLATIONS IN CONCRETE`. AND
METER BOX COLLAR TO WSC STD, DWG. W1,0Q
VALVE BOX RING DETAIL AS DIRECTED BY ENGINEER PAVED ROAD SLOUGH CROSSING
SCALE. N.T.S. NATER DIVISION STANDARD DRAWING �RAYNG NUMBER SCALE: N,T,S, _ WATER DIVISION STANDARD DRAWING DRAWING NUMBER SCALE,
N.T.S.N.TS; AER DIVISION STANDARD
DRAWING
?RAVI%G NUMBER
DRAWN.. BY LS DRAWN BY: LS8 Affliftm s,
METER ��}� DRAWN BY, LSB
VALVE :TI E INSTALLATION VALVE LID AND I1tI .
.A�€ Ct
wYID ,#`
, 1
TYPICAL C?N TRUTIciN. CL7NSTR
llCTION. ,, CAL TRENCI SE MAT
GC}I�ISTi�ifBTIC?N. � S ,
BOX CQNCREi'E COLLARS
,� .,,
ANIS WIRE SPLICE I�ETAfL
� , . REVISED: 20 ENGINEERING:
3 t�� REVI 1* 3 £i8sPRirrGglfiLS3U'T'ILI'kYBQARI? REVISE0.3 35 2Q33
ENGINEERING. ��-.� . � � - srzu�crz�>a u�l�.rrx �a�ltp REVISEI).38 2q3 4 EPIGINEER[t�iG..-. ,. , . .. srx�rici+��r�urx�.»•sr �c��.>�a�
f
CONCRETE ANCHOR o v NOTE:
BLOCK 3000 PSfMIN. DIM "A" TVP, THE REFERENCES PROVIDED IN THIS STANDARD ARE FOR INFORMA770NAL PURPOSES ONLY AND
MAY NOT BE COMPLETE. IT IS THE CON7RACTORS RESPONSIBILITY TO ENSURE THAT ANY
HIGH P07EN77AL IN MIN: INSTALLA 71ON PERFORMED MELTS THE REQUIREMENTS SET FORTH IN THE STANDARD
MAGNESIUM ANODE NIGH P07EN77AL CONSTRUC71ON SPECIRCA77ONS AND ANY OTHER APPLICABLE STANDARD,
IN SOIL MAGNESIUM ANODE
Ufa" STAINLESS STEEL IN SOIL SUB WATER DEPARTMENT STANDARD CONSTRUCTION SPECIFICATION REFERENCES:
�,.
NUT & MASHER TYP ,fir
CONCRETE FOR ANCHORAGE AND RFAC77ON BLOCKING., W 401.0209A
17" MINIMUM
ANCHORAGE:- W-401.0311
NOTES:
3- (5# MIN.) POWDER COATED
1
STEEL "C" CHANNEL TYP4. . IF THE ANCHOR BLOCK CLIMES INTO CONTACT WITH THE WATERLINE A 6 MIL PLASTIC BARRIER
ca IS REQUIRED.
z
FOR ANODE WIRE = ' 2. ALL ANCHOR BLOCK LOCA77ONS AND DESIGN MUST BE APPROVED BY WSC ENGINEERING PRIOR
INSTALLA71ON SEE DETAILS :; TO CONSTRUCTION,
ON REVERSE N F ~ 3, HIGH POTENTIAL MAGNESIUMANODEREQUIRED FOR EACH CHANNEL.
44 STAINLESS STEEL
ALL THREAD TYP, i
'°- ---- 4" STAINLESS STEEL NUT & TOP OF "C"
WASHER TYF? CHANNEL
VALVE OR OTHER ;v, NOTE..
APPROPRIA TE FI T77NG "" ANODE CONNECTION DETAIL
**ALL THREATS NC3TE' 70 HOLE TYI? EXPLODED FOR CLARITY
ANODE TABLE
WATERLINE.
SIZE
ANODE SIZE
{2 EA,}
<12"
5 I
14" T0 40"
17 Ib
> 421+
32 Ib
ALL :THREAD }
FOR WATERLINES 8" AND
�.
SMALLER2 RODS
PLAN VIEW ARE USED FOR WATERLINES 10" Ia STAINLESS STEEL � STAINLESS
AND LARGER 4 ALL THREAD NUT TVP, STEEL WASHER
TYf'.
RODS ARE REQUIRED. REMOVE ENOUGH POWDER
V ARIA iE FIT1iNG COAT TO ENSURE CONTACT
BETWEEN WASHER AND C
� CHANNEL
�ls" STAINLESS STEEL STRIP AND
4 OF DIM A
ALL THREAD TVP. 3" (5# MIN.) POWDER COATED -- •' /, PINCH AAIOIiL
MIN. STEEL "C" CHANNEL TVP. r, WIRE BETWEEN'
.. ...._' -'DIRECTION ,x
WASHERS
.. = a> OF FORCE ITOP OF Cl1NCRE7E
ANCHOR BLOCK
NOTE:
�v : ,x (5# POWDER314" STAINLESS STEEL
SIGNS' ARE ALSO AVAILABLE FOR PURCHASE .°� COATED STEEL "C" ALL THREAD TYP,
AT SPRINGFIELD U7LI TY BOARD WA TER CHANNEL TYP.
DIVISION 541-726-2396 DEPTH AS DESIGNED BY
WSC ENGINEERING i " r . e NOTE-
ONCE TIGHTENED SPRAY
77
RUBBERIZED
TO 1N LIM ANODE
I I;i » " CHANNEL AND
DIM A TVP fi 1,' ALLOW TO DRY PRIOR' TO BUR*VG
SEE NOTES ON REVERSE
€ ,
PROFILE VIEW
ANODE CONNECTION DETAIL
. N.T.S. WATER DIVISION STANDARD DRAWING, DFAYY%G NUMBER, SCALE: N.T.S. WATER DIVISION STANDARD DRAWING }RAUNG NUMBER "C" CHANNEL TYPICAL 8071 SINES
4 BY; LSB ; , DRAWN BY: I_ss ;r I►
WELLHEAD PROTECTION 1.19 ANCHOR BLOCK FRONT VIEW
RUCTION„o, e CONSTRUCTION: TYPICAL BOTH SIDES
:: R ;�>; SIGN: �,. INSTALLATION
DING. SPRINGFIELDuTICI BOARD REVISED -1--15-201 ENGINEERING.a '��_����� srRINGFIELDUTILITY BOARa REVISED:1#-�5-2x33
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NOTES.
I. THRUST BLOCKING A
SH LLBE APPROVED BYENGINEERING ON A CASE BY CASE BASlS
2, ALL APPROVED THRUST W
RUS BLOCK LCiCA 71ONS .SHALL BE SIZED BY SC ENGINEERING.--
J. THRUST BLOCKS SHALL BE POURED USING 3000 PSI CONCRETE MINIMUM.
4.A6ILP S
M LA TIC SHIELD SHALL BE PLACED BETWEEN EN THE CONCRETEAND ANY PORTONS OF
THE
VALVE, FIT77NGr BOLTS, OR NUTS RTH WHICH IT COMES IN CONTACT TO PREVENT DIELECTRIC
CORROSION DAMAGE;
S;. ALL THRUST BLOCK INSTALLS77ONS FOR DIFFERENT C0A'RGURA77ONS OR FI777NGS NOT SHOWN ABOVE
SHALL BE APPROVED AND DESIGNED BY WSC ENGINEERING PRIOR TO INSTALLATION,
N
GALE, N.T.S. WATER DIVISION STANDARD DRAWING [?RAINING NI.IMHI
IRA! BY: iLSB
THRUST BLOCK'
•
4
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I -RFI '01 07/97/N17,
Date Rec',31ved JOB NUMBER
5722-02
SEP 0120-117 M��� i Sny #E �'j}�
Original Subrl4ii—�}�Y�
PLANT SCHEDULE
TREES (QTY BOTANICAL NAME
-i 8 ACER RUBRUM 'ARMSTRONG'
• = 2 CHAMAECYPARIS NOOTKATENSIS 'PENDULA'
7 FRAXINUS OXYCARPA 'RAYWOOD'
5 OSTRYA VIRGINIANA
COMMON NAME
ARMSTRONG RED MAPLE
WEEPING ALASKAN CEDAR
RAYWOOD ASH
AMERICAN HOPHORNBEAM
SIZE- CONTAINER SPACING
2" CAL. B&B AS SHOWN
6'-8' HT B&B AS SHOWN
2" CAL. B&B AS SHOWN
2" CAL. B&B AS SHOWN
SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING
23 BERBERIS THUNBERGII 'CRIMSON PYGMY CRIMSON PYGMY BARBERRY 1 GAL CONT. 36" o.c.
O 97 PRUNUS LAUROCERASUS 'OTTO LUYKEN' LUYKENS LAUREL 3 GAL CONT. 36" o.c.
0 17 RHODODENDRON X 'UNIQUE' UNIQUE RHODODENDRON 15 GAL. CONT. 48" o.c.
0 43 ROSA X 'NOATRAUM' PINK FLOWER CARPET ROSE 1 GAL CONT. 36" o.c.
Q 6 SPIRAEA JAPONICA 'GOLDMOUND' SPIREA 1 GAL CONT. 36" o.c.
0 67 VIBURNUM DAVIDII DAVID VIBURNUM 5 GAL CONT. 42" o.c.
GRASSES QTY BOTANICAL NAME COMMON NAME SIZE/CONTAINER SPACING
12 CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' FEATHER REED GRASS 1 GAL CONT. 24" o.c.
165 PENNISETUM ALOPECUROIDES 'HAMELN' HAMELN DWARF FOUNTAIN GRASS 1 GAL CONT. 24" o.c.
/
W W
� d
,e.. 'a.
a
/ ARMSTRONG RED MAPLE (TYP)
f o
/ 6a NEW
>>��, a MCDONA
1 d
v 4 RESTAUF
o,�d�. a °� e FF ELEV:4
1 r d/ a d
4 7—
/ a
LANDSCAPE
BOULDER (TYP) G G--- ----
G G
RIVER �. ---- SAN S
COBBLE C=
(TYP)
/
/
G
RAINARDEN
PINK FIQER CARPET—ROSE (TYP)
----- --L
— HERBACEOUS PLANT ----------
�. + ' MIX (TYP) ------
EXIS11NG STREET TREE TO REMAIN +++ ++ + STM
+
S�
j r Q ,}+ +++
LAWN +++++++++{+++++'
12 1
J6 O
OREGON
d
y�< GRAPE (TYP) INCENSE CEDAR (TYP)
BRICK RED FLOWERING CURRANT (TYP)
RETAINING EXISTING CONIFER TREE TO
d WALL TAX LOT 4200 REMAIN (TYP)
/ TAX MAP 17032534
SNOWBUSH (TYP) EXISTING DECIDUOUS TREE TO REMAIN
KINNIKINNICK (TYP)
GROUND COVERS
W W
W
W W
RAIN GARDEN TREES
RAINGARDEN SHRUBS
0
0
Q
G
QTY DESCRIPTION
1,920 SF LAWN: SOD
QTY
BOTANICAL NAME
COMMON
NAME
SIZE/CONTAINER
SPACING
2
CALOCEDRUS DECURRENS
INCENSE
CEDAR
MIN. 6' HT. B&B
AS SHOWN
QTY
BOTANICAL NAME
COMMON NAME
SIZE/CONTAINER
SPACING
9
CEANOTHUS VELUTINUS
SNOWBUSH
1 GAL CONT.
36"
o.c.
28
CORNUS STOLONIFERA 'KELSEYI'
KELSEY DOGWOOD
1 GAL CONT.
24"
o.c.
10
MAHONIA AQUIFOLIUM
OREGON GRAPE
1 GAL CONT.
36"
o.c.
14
RIBES SANGUINEUM
RED FLOWERING CURRANT
3 GAL CONT.
48"
o.c.
10
ROSA GYMNOCARPA
BALDHIP ROSE
1 GAL CONT.
36"
o.c.
9
SPIRAEA DOUGLASII
DOUGLAS SPIREA
3 GAL. CONT.
48"
o.c.
RAINGARDEN GROUNDCOVERS QTY BOTANICAL NAME COMMON NAME
mm146 ARCTOSTAPHYLOS UVA—URSI KINNIKINNICK
809 FRAGARIA CHILOENSIS COASTAL STRAWBERRY
+++++++ 704 SF± BOTTOM OF RAIN GARDEN HERBACEOUS PLANT MIX:
++#+{+ (176) 4" POTS DENSE SEDGE/CAREX DENSA, 12" O.C. ±
(176) 4" POTS TUFTED HAIRGRASS/DESCHAMPSIA CESPITOSA, 12" O.C. ±
(176) 4" POTS SPREADING RUSH/JUNCOS PATENS, 12" O.C. ±
(176) 4" POTS OREGON IRIS/IRIS TENAX, 12" O.C. ±
nrn un ia�n nrn �nn�n� � rven-nun
Al AIRAr%vr+ r.-.•...�...�
TAX MAP 17032531
SIZE/CONTAINER SPACING
4" POTS 18" o.c.
GENERAL LANDSCAPING NOTES:
1. PLANTING AND MATERIAL SPECIFICATIONS ARE PRELIMINARY AND ARE SHOWN TO CONVEY DESIGN INTENT AND
MAY BE REVISED OR SUBSTITUTED PRIOR TO FINAL SUBMITTAL DUE TO AVAILABILITY, SITE CONSTRAINTS, ETC.
WHERE ALLOWABLE UNDER CITY OF SPRINGFIELD CODE STANDARDS.
2. CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE AND EXISTING CONDITIONS AND FOR
VERIFYING PLANT AND MATERIAL QUANTITIES. IF DISCREPANCIES OCCUR, DESIGN INTENT PREVAILS OVER
QUANTITIES LISTED.
3. ALL LANDSCAPING TO CONFORM TO CITY OF SPRINGFIELD DESIGN STANDARDS AND TO AMERICAN NURSERY
STANDARDS ANSI Z60.1. PLANT IN CONFORMANCE WITH BEST—PRACTICE INDUSTRY STANDARDS SUCH AS THOSE
ADOPTED BY THE OREGON LANDSCAPE CONTRACTORS BOARD (OLCB).
4. TREES TO BE PLANTED SHALL MEET THE REQUIREMENTS OF THE AMERICAN ASSOCIATION OF NURSERYMEN (AAN)
STANDARDS FOR NURSERY STOCK (ANSI Z60.2) FOR GRADE NO. 1 OR BETTER. SHRUBS AND GROUNDCOVER
PLANT MATERIALS SHALL BE HEALTHY AND TYPICAL IN SHAPE AND FORM FOR THEIR SPECIES, CONFORMING IN
SIZE AND QUALITY GRADE TO AAN STANDARDS FOR NURSERY STOCK.
5. CONSTRUCTION ACTIVITY SHALL NOT BE ALLOWED WITHIN THE DRIPLINES OF EXISTING TREES TO REMAIN UNLESS
APPROVED BY THE LANDSCAPE ARCHITECT OR ARBORIST. TREES SHALL BE PROTECTED BY MEANS OF ORANGE
CONSTRUCTION FENCING OR SIMILAR PLACED AT THE DRIPLINE.
6. STREET TREES SHALL BE CENTERED IN THE PLANTING STRIP, WITH ROOT BARRIER PER CITY STANDARDS.
CONTRACTOR SHALL FIELD ADJUST AS NECESSARY TO AVOID CONFLICTS WITH EXISTING VEGETATION AND MAINTAIN
THE FOLLOWING CLEARANCE: 20' FROM DECORATIVE POST TOP MOUNTED STREET LIGHTS; 30' FROM COBRA HEAD
STREET LIGHTS; 35' FROM PERPENDICULAR CURB LINE OF STREET INTERSECTIONS OR 25' FROM THE INSIDE
INTERSECTION OF THE SIDEWALKS; 5' FROM WATER METERS OR OTHER UTILITY FIXTURES; 10' FROM ANY UTILITY
POLE, 15' FROM ALLY INTERSECTIONS; 10' FROM DRIVEWAY INTERSECTIONS. REFER ALSO TO CITY OF SPRINGFIELD
ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL SECTION 1 6.02.6 TREE PLANTING PROCEDURES AND
ESTABLISHMENT.
7. EXISTING TOPSOIL SHALL BE USED ON SITE WHERE EVER PRACTICABLE. IF TOPSOIL IS COMPACTED,
CONTAMINATED, OR OTHERWISE INSUFFICIENT FOR HEALTHY PLANT GROWTH. IMPORTED TOPSOIL SHALL BE USED
TO MAKE UP DESIRED AMOUNTS. ALL PLANTING BEDS AND LAWN AREAS SHALL BE BROUGHT TO GRADE SHOWN
ON THE GRADING PLANS AND BE SMOOTH AND FREE OF DEBRIS AND HiGH/LOW SPOTS WHERE WATER MAY
COLLECT PRIOR TO PLANT INSTALLATION.
8. A WATER EFFICIENT IRRIGATION SYSTEM IS PROPOSED FOR THE ESTABLISHMENT AND ON—GOING HEALTH OF PLANT
MATERIAL ON SITE.
SITE STATISTICS:
4" POTS 18" o.c. TOTAL SITE AREA = 10.8 ACRES
TOTAL IMPERVIOUS AREA = ±0.65 ACRES
PERCENT OF IMPERVIOUS AREA = ±81%
TOTAL LANDSCAPING = ±6,557 SF
PERCENT LANDSCAPING= ±18.5%
REPAIR AND REFURBISH EXISTING LAWN
IN PLANTER STRIP AS NECESSARY
Date Recelv.ed
sr o 12317
I
EXISTING SIGN
TO REMAIN
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DRAWN BY: KAH
CHECKED BY. KAH/TEB
SCALE: AS NOTED
DATE: MAY 15, 2017
REVISIONS
REDESIGN 2017/08/31
JOB NUMBER
5722-02
SHEET
L100
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CHECKED BY. KAH/TEB
SCALE: AS NOTED
DATE: MAY 15, 2017
REVISIONS
REDESIGN 2017/08/31
JOB NUMBER
5722-02
SHEET
L100
NOTES:
L THE FOOTCANDLE LEVELS AS SHOWN ARE BASED ON THE FOLLOWING
CRITERIA, ANY SUBSTITUTIONS IN SPECIFIED FIXTURES OR CHANGES
TO LAYOUT WILL AFFECT LIGHTING LEVELS SHOWN AND WILL NOT
BE THE RESPONSIBILITY OF SECURITY LIGHTING.
12, THE CONTRIBUTION OF THE SOFFIT / BUILDING LIGHTING IS NOT
REFLECTED'ON THE DRAWING UNLESS SOFFIT / BUILDING LIGHTING
IS SPECIFIED IN THE FIXTURE SCHEDULE BELOW.
3, DISTANCE BETWEEN READINGS 10,
FINAL ADJUSTMENTS TO AIMING ANGLE/DIRECTION OF FIXTURES MAY
BE REQUIRED TO ELIMINATE LIGHT TRESPASS DR GLARE ONTO
ADJOINING PROPERTIES OR ROADWAYS,
*)K - SPECIFY COLOR
FIXTURE TENON TOP MOUNTING ALLOWED w PROJECT WIND LOAD CRITERIA BASED ON:
FIXTURE TYPE, SYMBOL QUANTITY CONTIG QUANTITY FITTERS QUANTITY EPA HEIGHT LLF POLE TYPE; QUANTITY WIND LOAD EPA ASCE 7-10 WIND SPEEDS (3 -SEC PEAK GUST MPH)
VP-L-96NB-280-5k-T4-UNV-RA-XX -0 8 SGL 6 TTFVIPER 6 1100 18, 0.87 SES-15-40-1-GL-TA-)Kx (4) 7 90mph 7,2 50 YEAR MEAN RECURRENCE INTERVAL
DBL180 1 TTFVIPER 1 2.00 THIS BRAVING MEETS OR EXCEEDS MCDONALDS CURRENT ILLUMINATION SPECIFICATIONS OF A 3-4
FOOTCANDLE AVERAGE, UNLESS SUPERSEDED BY OTHER REQUIREMENTS.
THIS LAYOUT MAY NOT MEET TITLE 24 OR LOCAL ENERGY REQUIREMENTS, IF THIS LAYOUT NEEDS
TO BE TITLE 24 COMPLIANT OR MEET OTHER ENERGY REQUIREMENTS, PLEASE CONSULT FACTORY
WITH SPECIFIC DETAILS REGARDING PROJECT REQUIREMENTS SO THAT REVISIONS MAY BE MADE 70
I-- J
THE DRAWING.
THIS LIGHTING PATTERNREPRESENTS ILLUMINATION LEVELS CALULATEDFROM LAMMAT13RY DATA
TAKEN UNDER CONTROLLED CONDITIONS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY
APPROVED METHODS, ACTUAL PERFORMANCE OF ANY MANUFACTURERS LUMINAIRES MAY VARY DUE TO
VARIATION IN ELECTRICAL VOLTAGE, TOLERANCE IN LAMPS, AND OTHER VARIABLE FIELD CONDITIONS.
UNLESS OTHERWISE
PAVED SURFACE READINGS
Average
5,7
Maximum
1313
Minimum
0,4
AvglMin
14.25
MaxiMin
33.25
PROPERTY LINE READINGS
Average 118
Maximum 9.5
0�0 Minimum 010
AvgiMin N/A
Maximin N/A
ALL DIMENS113NS ARE IN INCHES
--'T; = 20, 0. DATE NEXT ASSEMBLY REF, DRWG&
DRAWN BY mw 5/10/17
CHECKED BY
APPROVED BY
VED BY
ORDER
CT NO.
F [4L Copy
j3o-f-,G
')-o of';L3
Date Received
SEP 01 2 a 7
IS:
MOD Golif R004, Suite 460, Rolling Hwadms, IL 60006
1-800-3+11-4848
POINT -BY -POINT FOOTCANDLE PLOT FOR
- McDONALDIS -
1565 MOHAWK BLVD
SPRINGFIELD, OR
)RAVING NUMBER
1PCP35336B
1. MONUMENTS PLACED (OR A REFERENCE MONUMENT OR WITNESS TO THE CORNER) AT
ALL MAJOR CORNERS OF THE BOUNDARY OF THE PROPERTY, UNLESS ALREADY MARKED
OR REFERENCED BY EXISTING MONUMENTS OR WITNESSES IN CLOSE PROXIMITY TO THE
CORNER.
2. ADDRESS OF THE SURVEYED PROPERTY IS AS SHOWN:
McDONALD'S USA, LLC
1565 MOHAWK BLVD.
SPRINGFIELD, OR 97477
3. BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE
RATE MAP, COMMUNITY NO. 415592, MAP NUMBER 41039C1161F WHICH BEARS AN
EFFECTIVE DATE OF JUNE 2, 1999 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO
FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND A FLOOD ELEVATION
CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A
VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY.
4. GROSS LAND AREA IS 0.82 ACRE± OR 35,803 SF±.
5. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED
AT THE INTERSEC11ON OF A STREET AND 14TH STREET ELEVATION = 467.99 FEET
(NAVD 88).
6A. NO ZONING REPORT NUMBER WAS PROVIDED AS PART OF THIS SURVEY. PER CITY OF
SPRINGFIELD DEVELOPMENT SERVICES DEPARTMENT PLANNING DIVISION, ZONING OF THE
SUBJECT PROPERTY IS ZONED MIXED USE COMMERCIAL (MUC), CITY OF SPRINGFIELD
DEVELOPMENT CODE, LAND USE DISTRICTS, CHAPTER 3 SECTION 3.2-615 (AS NOTED
ON CITY'S WEBSITE ON 2/23/2017). DEVELOPMENT STANDARDS AS LISTED IN THE
ABOVE REFERENCED CODE SECTION ARE AS FOLLOWS:
MINIMUM AREA: 6,000 SF
MINIMUM STREET FRONTAGE (1): 40 FEET
MAXIMUM LOT/ PARCEL COVERAGE: LOT/PARCEL COVERAGE STANDARDS IN
THE MUC AND MUE DISTRICTS SHALL BE
LIMITED ONLY BY STANDARDS
(INCLUDING, BUT NOT LIMITED TO:
REQUIRED PARKING, LANDSCAPING)
SPECIFIED IN SECTIONS 4.4-105 AND
4.6-100. GENERALLY, THERE IS NO
MAXIMUM LOT/PARCEL COVERAGE
STANDARD.
MINIMUM LANDSCAPING: MINIMUM REQUIREMENTS DEFINED BY
STANDARDS IN OTHER SECTIONS OF
THIS CODE.
FRONT, STREET SIDE YARD, AND THROUGH LOT/PARCEL REAR YARD
BUILDING SETBACKS: NONE
PARKING, DRIVEWAY, AND OUTDOOR 5 FEET
STORAGE SETBACK
INTERIOR SIDE, REAR YARD SETBACKS WHEN ABUTTING RESIDENTIAL OR Cl DISTRICTS
BUILDING SETBACKS: 10 FEET
PARKING, DRIVEWAY, AND OUTDOOR 5 FEET
STORAGE SETBACK
MAXIMUM BUILDING HEIGHT: 90 FEET
(MAXIMUM UNLESS ABUTTING RESIDENTIAL DISTRICTS - SEE BELOW)
WHEN ABUTTING AN LDR, MDR,
OR MUR DISTRICT TO THE NORTH: DEFINED BY THE MAXIMUM SHADE POINT
HEIGHT REQUIREMENT OF SECTION
3.2-225A.1.B., OR UP TO 50 FEET
SOUTH OF A NORTHERN LOT/PARCEL
LINE A PLANE EXTENDING SOUTH WITH
AN ANGLE OF 23 DEGREES AND
ORIGINATING FROM THE TOP OF A 16
FOOT HYPOTHETICAL FENCE LOCATED ON
THE NORTHERN LOT/PARCEL LINE.
6B. NO ZONING REPORT NUMBER WAS PROVIDED AS PART OF THIS SURVEY, AND THE
BUILDING SETBACKS ARE NOT GRAPHICALLY SHOWN.
7A. EXTERIOR DIMENSIONS OF ALL BUILDINGS AT GROUND LEVEL ARE AS SHOWN ON SHEET
3 - EXISTING CONDITIONS PLAN.
7B. SQUARE FOOTAGE OF BUILDINGS AT GROUND LEVEL IS AS SHOWN ON SHEET 3 -
EXISTING CONDITIONS PLAN.
8. SUBSTANTIAL FEATURES OBSERVED IN THE PROCESS OF CONDUCTING THE FIELDWORK
ARE AS SHOWN ON SHEET 3 - EXISTING CONDITIONS PLAN.
9. THE SUBJECT PROPERTY CONTAINS 57 PARKING SPACES, 2 OF WHICH ARE HANDI-CAP
ACCESSIBLE.
11. UTILITIES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE MARKINGS AS
PROVIDED BY OTHERS, PER UTILITY LOCATE TICKET NUMBER 14269782. THE SURVEYOR
MAKES NO GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE ONLY
UTIL111ES IN THE AREA. CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL EXISTING
CONDITIONS PRIOR TO BEGINNING CONSTRUCTION.
13. NAMES OF ADJOINING OWNERS ACCORDING TO CURRENT TAX RECORDS ARE AS SHOWN
ON SHEET 3 - EXISTING CONDITIONS PLAN.
14. THE SUBJECT PROPERTY IS BOUNDED BY MOHAWK BLVD, OLYMPIC STREET AND 18TH
STREET. DISTANCE TO NEAREST INTERSECTING STREET IS SHOWN ON SHEET 3 -
EXISTING CONDITIONS PLAN.
16. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING CONSTRUCTION,
OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF CONDUCTING THIS SURVEY.
17. NO PROPOSED CHANGES IN STREET RIGHT OF WAY LINES OR EVIDENCE OF RECENT
STREET OR SIDEWALK CONSTRUCTION OR REPAIRS WAS OBSERVED IN THE PROCESS OF
CONDUCTING THIS SURVEY.
18. NO FIELD DELINEATION OF WETLANDS WAS OBSERVED IN THE PROCESS OF CONDUCTING
THIS SURVEY. THE NATIONAL WETLANDS INVENTORY MAPPER DOES NOT SHOW ANY
WETLANDS ABOVE THE ORDINARY HIGH WATERLINE.
19. PLOTTABLE OFFSITE (I.E., APPURTENANT) EASEMENTS OR SERVITUDES DISCLOSED IN
DOCUMENTS PROVIDED TO OR OBTAINED BY THE SURVEYOR AS A PART OF THIS
SURVEY ARE AS SHOWN ON SHEET 2 - BOUNDARY MAP.
THE FOLLOWING ITEMS WERE LISTED IN THE REPORT, AND ARE LISTED BY THE SAID REPORT
NUMBERS HERE WITH OUR COMMENTS IN BOLD.
1. - NOT A SURVEY MATTER
2. - NOT A S7IRVEY MATTER
3. - NOT A S7IRVEY MATIER
4. - NOT A SURVEY MATTER
5. - NOT A SURVEY MATTER
6. - NOT A SURVEY MATTER
7. - NOT A SURVEY MATTER
8. - NOT A SURVEY MATTER
9. - NOT A SURVEY MATTER
10. RIGHTS OF THE PUBLIC TO ANY POR11ON OF THE LAND LYING WITHIN THE AREA COMMONLY
KNOWN AS MOHAWK ACCESS ROAD, AND 18TH STREET.
- AS SHOWN ON SURVEY, SHEET 3 - iVS11NG 00I7I00
ii. - NOT A SURVEY MATTER
12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS
GRANTED IN A DOCUMENT.
GRANTED TO: MOUNTAIN STATES POWER COMPANY, A DELAWARE
CORPORATION
PURPOSE: PIPE LINE
RECORDING DATE: APRIL 17, 1952
RECORDING NO: 72440 AND 72441
AFFECTS: ALL PARCELS
- AS SHOWN ON SURVEY, SHEET 2 - BOUNDARY MAP
13. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT
ENTITLED: EASEMENT AGREEMENT
DATED: AUGUST 7, 1987
EXECUTED BY. DONALD R. SCANT, SR. AND MCDONALD'S CORPORATION,
A DELAWARE CORPORATION
RECORDING DATE: OCTOBER 1, 1987
RECORDING NO: 87-43779
WHICH PROVIDES FOR, AMONG OTHER THINGS: EASEMENT FOR PARKING
AND INGRESS/EGRESS.
AFFECTS: PARCEL 1 REFERENCE IS HEREBY MADE TO SAID DOCUMENT
FOR FULL PARTICULARS.
- AS SHOWN ON SURVEY, SHEET 2 -BOUNDARY MAP
14. - NOT A SURVEY MATTER
15. - NOT A SURVEY MATTER
16. - NOT A SURVEY MATTER
17. - NOTA SURVEY MATTER
1. SURVEY AS SHOWN WAS PREPARED FROM A LEGAL DESCRIPTION, TOGETHER WITH THE
EXCEPTIONS FOR THE PARCEL CONTAINED IN THE TITLE REPORT ISSUED BY FIDELITY
NATIONAL TITLE COMPANY OF OREGON, COMMITMENT NO. 60461740357 WITH AN
EFFECTIVE DATE OF FEBRUARY 15, 2017.
2. THE BASIS OF BEARINGS/ HORIZONTAL DATUM ARE BASED ON A LOCAL DATUM PLANE
SCALED FROM OREGON STATE PLANE SOUTH 3601, NAD83(2011) EPOCH 210.0000, BY
HOLDING A PROJECT MEAN GROUND COMBINED SCALE FACTOR OF 1.0000028972 AT A
CALCULATED CENTRAL PROJECT POINT WITH GRID VALUES OF (NORTH 881805.18, EAST
4264461.88). THE MERIDIAN CONVERGENCE ANGLE AT THE CALCULATED CENTRAL POINT
IS - 1'42'37". THE STATE PLANE COORDINATES WERE DERIVED FROM THE OREGON
REAL-TIME GPS NETWORK.
3. ELEVA11ONS ARE BASED ON NGS BENCHMARK NO. QE1624, LOCATED AT THE
INTERSECTION OF A STREET AND 14TH STREET. ELEVATION = 467.99 FEET (NAVD 88).
4. THE FIELD SURVEYING WAS CONDUCTED IN FEBRUARY OF 2017.
5. ONLY THE ABOVE GROUND IMPROVEMENTS AND UTILITIES AS SHOWN ON THE FACE OF
THIS DRAWING HAVE BEEN VERIFIED AND LOCATED AT THIS TIME. THE UNDERGROUND
U11LITIES SHOWN ON THE FACE OF THIS DRAWING ARE BASED ON LOCATE MARKINGS
PROVIDED BY OTHERS, ABOVE GROUND IMPROVEMENTS, RECORD DRAWINGS PROVIDED BY
OTHERS, AND EVIDENCE OF UNDERGROUND PIPING AS DETERMINED FROM VISUAL
INSPECTION OF VAULTS, MANHOLES, AND OTHER STRUCTURES. PER LOCATE TICKET
NUMBER 17028836, THE FOLLOWING COMPANIES MAY HAVE UTILITIES IN THE SURVEY AREA:
-COMCAST CABLE (801) 364-1063
-CITY OF SPRINGFIELD (541) 726-3761
-NW NATURAL (503) 220-2415
-CENTURYUNK (800) 778-9140
-SPRINGFIELD U11UTY BOARD (541) 726-2395
6. THERE IS NO OBSERVABLE EVIDENCE OF THE SUBJECT PROPERTY BEING USED AS A
SOLID WASTE DUMP OR LANDFILL.
7. A NEW LEGAL DESCRIPTION WAS PREPARED PER CLIENTS REQUEST, AND DESCRIBES THE
SAME REAL ESTATE AS THE RECORD DESCRIPTION.
SHEET 01 - COVER SHEET
SHEET 02 - BOUNDARY
SHEET 03 - EXISTING CONDITIONS PLAN
FIRE HYDRANT
S2
STORM SEWER CLEAN OUT
o
WATER BLOWOFF
q
STORM SEWER CATCH BASIN
❑
WATER METER
a
STORM SEWER AREA DRAIN
❑
WATER VALVE
D4
STORM SEWER MANHOLE
OO
SANITARY SEWER CLEAN OUT
0
GAS METER
z
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SANITARY SEWER MANHOLE
O
GAS VALVE
4��
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SIGN
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STREET LIGHT
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COMMUNICATIONS VAULT
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POWER JUNCTION BOX
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COMMUNICATIONS JUNC11ON BOX
A
POWER PEDESTAL
o
COMMUNICATIONS RISER
0
DRIVEWAY
D/W
BOLLARD
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PARKING SPACE COUNT
12
RIGHT-OF-WAY LINE
- -
- -
CL
BOUNDARY UNE
W
PROPERTY LINE
CENTERLINE - -
DITCH - - -
CURB
EDGE OF PAVEMENT -------
EASEMENT -------
FENCE LINE
GRAVELEDGE ................................ .............................. -.................
POWER LINE - - - - P14R - - - - PWR -
OVERHEAD WIRE - - - OHW - - - - OHW -
COMMUNICA11ONS LINE - - - - COM - --- - - nom -
F1BER OPTIC LINE - - - - CFO- - - - CFO-
GAS LINE - - - -GAS- - - -GAS-
STORM SEWER UNE - - - - Slm - - - - Srm -
SANITARY SEWER LINE - - - - sm - - sm -
WATER LINE - - - - WAT - - - WAT -
RECORD DESCRIPTION PER SCHEDULE C PROPERTY DESCRIPTION, TITLE REPORT COMMITMENT NO. 60461740357:
PARCEL 1 - 17-03-25-31-06704
BEGINNING AT A POINT 1167.55 FEET NORTH 0' 03' EAST FROM A POINT IN THE SOUTH LINE OF THE A.M. POWERS
DONATION LAND CLAIM NO. 69, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, 1165.60 FEET
NORTH 89' 57' WEST FROM THE SOUTHEAST CORNER THEREOF; FROM THE POINT OF BEGINNING RUN THENCE NORTH
0' 03' EAST, 73.37 FEET TO THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO THE CITY OF
SPRINGFIELD BY INSTRUMENT RECORDED JANUARY 8, 1986, RECEPTION NO. 86-00745, LANE COUNTY OREGON DEED
RECORDS; THENCE ALONG THE SOUTH LINE OF SAID PARCEL SOUTH 89' 57' EAST, 150.98 FEET TO THE WEST
MARGIN OF 18TH STREET (60.0 FEET WIDE); THENCE ALONG SAID WEST MARGIN SOUTH 0' 04' 07" WEST 73.37 FEET
TO A POINT BEARING SOUTH 89' 57' EAST FROM THE POINT OF BEGINNING, THENCE NORTH 89' 57' WEST, 150.96
FEET TO THE POINT OF BEGINNING, IN SPRINGFIELD, LANE COUNTY, OREGON.
PARCEL 2 - MAP NO. 17-03-25-31-06800 AND 06900
BEGINNING AT A POINT 1107.55 FEET NORTH 0' 03' EAST FROM A POINT IN THE SOUTH LINE OF THE A.M. POWERS
DLC NO. 69, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETE MERIDIAN, 1228.05 FEET NORTH 89' 57' WEST
FROM THE SOUTHEST CORNER THEREOF; FROM THE POINT OF BEGINNING RUN THENCE NORTH 89' 57' WEST, 188.18
FEET TO THE EASTERLY MARGIN OF MOHAWK BLVD. (80.0 FEET WIDE); THENCE ALONG SAID EASTERLY MARGIN
NORTH 29' 10' 12" EAST, 152.66 FEET TO THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO THE
CITY OF SPRINGFIELD BY INSTRUMENT RECORDED DECEMBER 27, 1979, RECEPTION NO. 7975871, LANE COUNTY
OREGON DEED RECORDS; THENCE ALONG THE SOUTH LINE OF SAID PARCEL SOUTH 89' 57' EAST, 176.34 FEET TO A
POINT BEARING NORTH 0' 03' EAST FROM A POINT IN THE SOUTH LINE OF SAID DLC NO. 69, 1165.60 FEET NORTH
89' 57' WEST FROM THE SOUTHEAST CORNER THEREOF, THENCE SOUTH 0' 03' WEST, 73.37 FEET; THENCE NORTH
89' 57' WEST, 62.45 FEET TO A POINT BEARING NORTH 0' 03' EAST FROM THE POINT OF BEGINNING; THENCE
SOUTH 0' 03' WEST, 60.00 FEET TO THE POINT OF BEGINNING; IN SPRINGFIELD, LANE COUNTY, OREGON
SURVEYED DESCRIPTION BEING THE SAME AS FIDELITY NATIONAL TITLE, TITLE COMMITMENT NUMBER 60461740357
DATED FEBRUARY 15, 2017 - MAP NO. 17-03-25-31-06704, 06800 AND 06900
A TRACT OF LAND, LOCATED IN THE SOUTHWEST 1/4 OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 3 WEST,
WILLAMETTE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE MOST SOUTHERLY POINT OF THE SOUTHWEST CORNER OF PARCEL 3 OF PARTITION PLAT NO.
95-PO778, ALSO BEING ON THE EASTERLY RIGHT-OF-WAY LINE OF 18TH STREET (40.00 FEET FROM CENTERLINE);
THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 88'0749" WEST 70.00 FEET TO THE WESTERLY RIGHT-OF-WAY
LINE OF 18TH STREET, THENCE ALONG SAID WESTERLY LINE SOUTH 01'52'11" WEST 117.99 FEET, ALSO BEING THE
POINT OF BEGINNING; THENCE CON11NUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE SOUTH 01'52'11" WEST 73.37
FEET TO A POINT ON THE NORTHERLY LINE OF DOCUMENT NUMBER 2007-027718, DEED RECORDS, LANE COUNTY,
OREGON; THENCE LEAVING SAID WESTERLY RIGHT-OF-WAY LINE ALONG THE NORTHERLY LINE OF SAID DEED NORTH
88'07'53" WEST 213.41 FEET TO THE NORTHWEST CORNER OF SAID DEED; THENCE ALONG WESTERLY LINE OF OF
SAID DEED SOUTH 01'52'07" WEST 60.00 FEET TO THE MOST NORTHERLY NORTHEAST CORNER OF DOCUMENT
NUMBER 2006-004182, DEED RECORDS, LANE COUNTY, OREGON; THENCE ALONG THE NORTHERLY LINE OF SAID
DEED NORTH 88'07'53" WEST 188.18 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF MOHAWK BLVD. (40.00 FEET
PERPENDICULAR FROM CENTERLINE); THENCE CONTINUING ALONG SAID EASTERLY RIGHT-OF-WAY UNE NORTH
30'58'54" EAST 152.66 FEET TO THE SOUTHERLY RIGHT-OF-WAY LINE OF OLYMPIC STREET (34.98 FEET FROM
CENTERLINE); THENCE CONTINUING ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE SOUTH 88'0753" EAST 327.32
FEET TO THE POINT OF BEGINNING.
�I ( cv 1 YY1 o kt CAW
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ate ec Ive
1565 MOHAWK BLVD., SPRINGFIELD, OR
for
McDONALD'S USA LLC.
12131113TH AVE NE, SUITE 100
KIRKLAND, WA 98034
BASED UPON COMMITMENT NO. 60461740357,
OF FIDELITY NATIONAL TITLE COMPANY OF OREGON
BEARING AN EFFECTIVE DATE OF FEBRUARY 15, 2017 @ 08:00 A.M.
SURVEYORS CERTIFICATE:
TO: McDONALD'S USA LLC, AND THEIR SUCCESSORS AND ASSIGNS; CHICAGO TITLE INSURANCE
COMPANY AND THEIR SUCCESSORS AND ASSIGNS; AND FIDELITY NATIONAL TITLE COMPANY OF
OREGON AND ITS SUCCESSORS AND ASSIGNS.
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR
ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND HSPS,
AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A -B, 7A -B, 8, 9, 11, 13, 14, 16, 17, 18 AND 19 OF
TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON FEBRUARY 16, 2017.
DATE OF MAP: 04/12/2017
NICK S. WHITE
REGISTERED PROFESSIONAL LAND SURVEYOR
OREGON LS 70652
12965 SW HERMAN ROAD, SUITE 100
TUALATIN, OR 97062
PHONE: (503) 563-6151
EMAIL: NICK@AKS-ENG.COM
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for
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12131113TH AVE NE, SUITE 100
KIRKLAND, WA 98034
BASED UPON COMMITMENT NO. 60461740357,
OF FIDELITY NATIONAL TITLE COMPANY OF OREGON
BEARING AN EFFECTIVE DATE OF FEBRUARY 15, 2017 @ 08:00 A.M.
SURVEYORS CERTIFICATE:
TO: McDONALD'S USA LLC, AND THEIR SUCCESSORS AND ASSIGNS; CHICAGO TITLE INSURANCE
COMPANY AND THEIR SUCCESSORS AND ASSIGNS; AND FIDELITY NATIONAL TITLE COMPANY OF
OREGON AND ITS SUCCESSORS AND ASSIGNS.
THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE
MADE IN ACCORDANCE WITH THE 2016 MINIMUM STANDARD DETAIL REQUIREMENTS FOR
ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND HSPS,
AND INCLUDES ITEMS 1, 2, 3, 4, 5, 6A -B, 7A -B, 8, 9, 11, 13, 14, 16, 17, 18 AND 19 OF
TABLE A THEREOF. THE FIELD WORK WAS COMPLETED ON FEBRUARY 16, 2017.
DATE OF MAP: 04/12/2017
NICK S. WHITE
REGISTERED PROFESSIONAL LAND SURVEYOR
OREGON LS 70652
12965 SW HERMAN ROAD, SUITE 100
TUALATIN, OR 97062
PHONE: (503) 563-6151
EMAIL: NICK@AKS-ENG.COM
•
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SCALE: AS NOTED
DATE: 04/12/2017
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JANUARY 9, 2007
NICK WHITE
REVISIONS
JOB NUMBER
5722-02
SHEET
01
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
JANUARY 9, 2007
NICK WHITE
REVISIONS
JOB NUMBER
5722-02
SHEET
01
I
FOUND SCRIBE "X" TOP OF
CURB; PER CSF 20219,
0.06' SOUTH, 0.09' WEST
(0.11' SOUTH, 0.08' EAST)4
/
!
/
— — -- — — S87'58'56"E 100.61'
NO2"01'04"E 1,63' 0
-FOUND 1/2" IP, UP 0.1%
to PER CSF 26289
n
176.34'
(S89"57'E 176.34) DEED
/ PARCEL 2
AREA: 24,726 SF OR
j 0,57 ACRE, MORE OR LESS
TAX LOT 6800
�® h'ry ,pw cecO TAX MAP 17032531
o
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---------------------------------136.45
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S87"58'56"E
OLYMPIC STREET
(S89"57'E 327.25')1
(S89"57'E 327.32')4
S88'07'53"E 327.32'
RECORDING NO. 72440 AND 72441
EASEMENT EFFECTS TAX LOTS
6704 AND 6800
SEE SCHEDULE B NOTE 12
ON SHEET 01
MCDONALD'S
TOTAL AREA: 35,803 SF OR
0.82 ACRE, MORE OR LESS
FOUND PK NAIL W/
WASHER, ILLEGIBLE; HELD
(N89'57'W 62.45') DEED
62.45'
POINT OF BEGINNING
0
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N88°07'53"W 213.41'
(N89 57'W 212.89')1
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150.98'
(S89 57'E 150.98') DEED
PARCEL 1
AREA: 11,077 SF OR
0.25 ACRE, MORE OR LESS
TAX LOT 6704
TAX MAP 17032531
(N89"57'W 150.96') DEED
150.96'
M
1
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N88"07'49"W 70.00'
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04
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-OUND 5/8" IR W/YPC — -
PLS 655", DOWN 0.3';
'ER PP NO. 95-PO778
I V1111T OF COMMENCEMENT
SURVEYED DESCRIPTION
CD - ---- -
CD
� N
st
nM O I
/--POINT OF BEGINNING _ — -----` —
FOUND 5/8" IR, BENT, DOWN
01; BEARS S03"43'20"E 0.26'
(SO -04!07W 0.26')4
FOUND 5/8" IR, BENT, DOWN
0.3'; UNKNOWN ORIGIN,
BEARS N81'50'46"W 4.55'
RECORDING NO. 87-43779
RECORDING NO. 87-43779 a FOR PARCEL 1 (N89 57 W 213.42')4 22' PARCEL A
�`b PARCEL B ) �,
(N89'57'W 212.65)DEED INGRESS/ EGRESS EASEMENT
h
INGRESS/ EGRESS EASEMENT TAX LOT 6900 C? TO BENEFIT McDONALD`S
ry o-
70 BENEFIT SHERWIN WILLIAMS TAX MAP 17032531 w g o o
------------------------
173.70' __----___ o r
!nom N o
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TAX LOT 7000
TAX MAP 17032531
FOUND 5/8" IR W/YPC "STEMM LS DOC. NO. 2007-027718
• t Ile 715"; BEARS 588'07'53"E 0.75', HELD I
N88 07 53 W 188.1$
FOUND 1/2" IR, DOWN 0.2'; (N89 -57W 188.62' 1 (S89"57'E 0.75')4
BEARS S36"2256"W 0.13', HELD " ) POINT OF BEGINNING
! (S2910'12'W 0.13')4 (S89 4017E 189.98)2
(N8957'W 188.18')4 FOR PARCEL 2
/ (N89'57'W 191.52)DOC. NO. 2006-004182
/ TAX LOT 4200
TAX MAP 17032534
DOC. NO. 2006-004182
LEGEND
p FOUND MONUMENT AS NOTED; PER CSF
20219; HELD UNLESS NOTED OTHERWISE
L6 DENOTES FOUND MONUMENT AS NOTED; PER
CSF 30554, HELD UNLESS NOTED OTHERWISE
A DENOTES FOUND MONUMENT AS NOTED; PER PP
NO. 95-PO778; HELD UNLESS NOTED OTHERWISE
p DENOTES FOUND MONUMENT AS NOTED; PER
CSF 26289 HELD UNLESS NOTED OTHERWISE
Q DENOTES FOUND MONUMENT AS NOTED; HELD
UNLESS NOTED OTHERWISE
CD
DOC. NO. DOCUMENT NUMBER PER LANE COUNTY
DEED RECORDS
IP IRON PIPE
IR IRON ROD
a W/RPC WITH A RED PLASTIC CAP
Q W/YPC WITH A YELLOW PLASTIC CAP
Q PP NO. PAR777ION PLAT NUMBER PER LANE COUNTY
SURVEY RECORDS
N C.S. FILE NO. COUNTY SURVEY FILE NUMBER PER LANE
COUNTY SURVEY RECORDS
Lij PUE PUBLIC UTILITY EASEMENT
ROW RIGHT-OF-WAY
Z SF SQUARE FEET
0
Y
Q
FOR SURVEYED DESCRIPTION — —
+
30' 30'
+
if
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20 0 8 12 16 20
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( )1 RECORD INFORMATION PER C.S. FILE NO. 20219, DEC. 1, 1976
( )2 RECORD INFORMATION PER C.S. FILE NO. 21088, NOV. 28, 1977
( )3 RECORD INFORMATION PER C.S. FILE NO. 26289, JULY 25, 1983
( )4 RECORD INFORMATION PER C.S. FILE NO. 30554, MAY 11, 1992
( )5 RECORD INFORMATION PER C.S. FILE NO. 39567, DEC. 2, 2005
( )6 RECORD INFORMATION PER C.S. FILE NO. 33295, DEC. 28, 1995
PARTITION PLAT NO. 95-PO778
C.S. FILE NO. 15409, APRIL 5, 1968
C.S. FILE NO. 16989, OCT. 26, 1971
C.S. FILE NO. 17960, JULY 23, 1973
C.S. FILE NO. 17979, OCT. 5, 1973
C.S. FILE NO. 18121, NOV. 3, 1973
C.S. FILE NO. 21804, JUNE 16, 1978
C.S. FILE NO. 26374, SEPT. 9, 1983
C.S. FILE NO. 40679, SEPT. 11, 2007
PLAT OF "BALMAC SUBDIVISION", JUNE 19, 1974
PLAT OF "PHAIR'S ADDITION TO SPRINGFIELD", JANUARY 12, 1949
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CHECKED BY: NSW
SCALE: AS N(
DATE: 04/12/2017
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 9, 2007
NICK WHITE
SHEET
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RIM: 463.10
IE IN: 461.51 (8"E)
/ IE IN: 460.95 (10"NE)
/ IE OUT: 460.65 (8"W) o
SUMP: 459.69 M M
/EX STM MH
f RIM: 463.35
O i a
PEDESTRIAN WALK POLE a __
/ a _
EX STM AD
RIM: 463.38 . ` �
/ IE IN: 461.16 (8"E) 110,
IE IN: 461.37 (8"S)
/ IE OUT: 461.30 (8 -NW) , \<
SUMP: 461.11 -454
PUBLIC ACCESS f
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NATES:
1. ES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE
MARKINGS AS PROVIDED BY OTHERS, PROVIDED PER UTILITY
LOCATE TICKET NUMBER 17028836. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE
ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE
FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION.
2. FIELD WORK WAS CONDUCTED FEBRUARY 14-16, 2017.
3. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK
NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND
14TH STREET ELEVATION = 467.99 FEET (NAVD 88).
4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY.
5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE.
6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED
OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING
BUILDING TIES.
7, CONTOUR INTERVAL IS 1 FOOT.
RANCHITO GRILL
1537 MOHAWK BLVD.
SPRINGFIELD, OR 97477
OWNER: VELAZCO ABRAHAM &
MORALES IRMA L
St�f 7' -ODD (DCo-SP1
V o"
j
Date Received
IN
SCALE: 1 "= 20 FEET
20 0 8 12 16 20
Q EX STM AD
PlkA• ARA Rn
S87 -58'56"E
TRASH ENCLOSURE DETAIL
SCALE 1" = 5'
BRICK TRASH
ENCLOSURE EAST OF
8 0PROPERTY LINE
0.26'
ZA 1�
"v-
Q
4 EAST OF
PROPERTY LINE
0.25'
15.4'
0.67' 0.68'
SOUTH OF SOUTH OF
PROPERTY LINE PROPERTY LINE
SHERWIN WILLIAMS
1520 N 18TH STREET
gPPIN(;FIFI I) nP Q7477
RIM: 464.88
IE IN: 461.62 (6"W)
� w i
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to JIM AU
RIM: 464.95
IF I* AR's 1R (9"C)
J
30' 30'
MCDONALD'S ,
SIGN
DRIVE THRU SIN
44.0'----
WIDTH
4.0'----
WIDTH OF TRAVELLED WAY
t
PUBLIC ACCESS
--- 21.9'
30'
s
--- oN 601 0'
WIDTH OF RIGHT -OF -my
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RIM: 464.27
IE IN:
459.85 (4"SE)
' IE IN:
458.96 (8"SW)
IE OUT:
458.90 (8 -NE)
NATES:
1. ES SHOWN ARE BASED ON UNDERGROUND UTILITY LOCATE
MARKINGS AS PROVIDED BY OTHERS, PROVIDED PER UTILITY
LOCATE TICKET NUMBER 17028836. THE SURVEYOR MAKES NO
GUARANTEE THAT THE UNDERGROUND LOCATES REPRESENT THE
ONLY UTILITIES IN THE AREA. CONTRACTORS ARE RESPONSIBLE
FOR VERIFYING ALL EXISTING CONDITIONS PRIOR TO BEGINNING
CONSTRUCTION.
2. FIELD WORK WAS CONDUCTED FEBRUARY 14-16, 2017.
3. VERTICAL DATUM: ELEVATIONS ARE BASED ON NGS BENCHMARK
NO. QE1624, LOCATED AT THE INTERSECTION OF A STREET AND
14TH STREET ELEVATION = 467.99 FEET (NAVD 88).
4. THIS MAP DOES NOT CONSTITUTE A PROPERTY BOUNDARY SURVEY.
5. SURVEY IS ONLY VALID WITH SURVEYOR'S STAMP AND SIGNATURE.
6. BUILDING FOOTPRINTS ARE MEASURED TO SIDING UNLESS NOTED
OTHERWISE. CONTACT SURVEYOR WITH QUESTIONS REGARDING
BUILDING TIES.
7, CONTOUR INTERVAL IS 1 FOOT.
RANCHITO GRILL
1537 MOHAWK BLVD.
SPRINGFIELD, OR 97477
OWNER: VELAZCO ABRAHAM &
MORALES IRMA L
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Date Received
IN
SCALE: 1 "= 20 FEET
20 0 8 12 16 20
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S87 -58'56"E
TRASH ENCLOSURE DETAIL
SCALE 1" = 5'
BRICK TRASH
ENCLOSURE EAST OF
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0.26'
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4 EAST OF
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0.25'
15.4'
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SOUTH OF SOUTH OF
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SHERWIN WILLIAMS
1520 N 18TH STREET
gPPIN(;FIFI I) nP Q7477
RIM: 464.88
IE IN: 461.62 (6"W)
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DRAWN BY: ZJG
CHECKED BY: NSW
SCALE: AS NOTED
DATE: 04/12/2017
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.JANUARY 9, 2007
NICK WHITE
JOB NUMBER
5722-02
SHEET
03
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CHECKED BY: NSW
SCALE: AS NOTED
DATE: 04/12/2017
REGISTERED
PROFESSIONAL
LAND SURVEYOR
.JANUARY 9, 2007
NICK WHITE
JOB NUMBER
5722-02
SHEET
03