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PROJECT LOCATION
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LANE COUNTY, OREGON
LATITUDE= 44.0731', LONGITUDE= —123.0454'
PROPERTY/SITE DESCRIPTION
TAX LOTS 2109, 2200, 2218, 2219, 2300, 2307,
AND 2305 (LANE COUNTY TAX MAP 17-03-22)
LOCATED IN THE SW 1/4 OF SECTION 22,
TOWNSHIP 17 SOUTH, RANGE 03 WEST,
WILLAMETTE MERIDIAN
LANE COUNTY, OREGON
TOTAL SITE AREA = 70.0 ACRES
PROJECT TEAM GENERAL NOTES INDEX OF DRAWINGS
OWNER
BRFI GATEWAY LLC
11611 SAN MNCENTE BLVD, SUITE 900
LOS ANGELES, CALIFORNIA 90049
CONTACT: BO CROMELIN
PHONE:
ENGINEER OF RECORD / CIVIL ENGINEER
MAllETTI
940 WILLAMETTE STREET, SUITE 310
EUGENE, OREGON 97401
CONTACT: GEOFF LARSEN, P.E.
PHONE: (503) 601-5968
LIGHTING
MAllETTI
121 SW SALMON STREET, SUITE 1000
PORTLAND, OREGON 97401
CONTACT: BRENNAN SCHUMACHER
PHONE: (720) 644-5042
ELECTRICAL
MAllETTI
121 SW SALMON STREET, SUITE 1000
PORTLAND, OREGON 97401
CONTACT: TUAN TRAN
PHONE: (503) 601-5972
LANDSCAPE ARCHITECT
CAMERON MCCARTHY
160 EAST BROADWAY
EUGENE, OREGON 97401
CONTACT: LARRY GILBERT
PHONE: (458) 234-6345
GEOTECHNICAL ENGINEER
FEI TESTING AND INSPECTION, INC
750 NW CORNELL AVE
CORVALUS, OR 97330
CONTACT: MEL McCRACKEN, P.E.
PHONE: (541) 757-4698
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1. CONTRACTOR
SHALL ADHERE TO THE REQUIREMENTS OF THE LAND AND
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COVER SHEET
DRAINAGE ALTERATION
PERMIT (LDAP).
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EROSION AND SEDIMENTATION CONTROL NOTES
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EROSION AND SEDIMENTATION CONTROL PLAN
2. CONTRACTOR
SHALL OBTAIN ELECTRICAL PERMIT AND INSPECTION THROUGH
CE102
EROSION AND SEDIMENTATION CONTROL DETAILS
THE CITY OF
SPRINGFIELD DEVELOPMENT CENTER.
C100
SITE ASSESSMENT OF EXISTING CONDITIONS
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SITE PLAN — OVERALL
3. CONTRACTOR
SHALL OBTAIN PLUMBING PERMIT AND INSPECTION THROUGH
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SITE PLAN — DEVELOPMENT AREA
THE CITY OF
SPRINGFIELD DEVELOPMENT CENTER.
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SITE STORM DRAIN PLAN
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SITE GRADING PLAN
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SITE PAVING PLAN
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SITE PAVING DETAILS
DEFERRED
SUBMITTALS
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CIVIL GENERAL NOTES, LEGENDS, AND DETAILS
HORIZONTAL LAYOUT PLAN
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HORIZONTAL LAYOUT TABLES
1. STRUCTURAL
FOUNDATIONS FOR LIGHT POLES.
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PLANTING PLAN
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IRRIGATION MAINLINE PLAN
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IRRIGATION PLAN
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IRRIGATION MAINLINE EXTENSION PLAN
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ELECTRICAL SYMBOLS AND LEGENDS
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MARK DATE DESCRIPTION
SSUE DATE: AUGUST 20,2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: DWL
CHECKED BY: GTL
COVER SHEET
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MARK DATE DESCRIPTION
SSUE DATE: AUGUST 20,2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: DWL
CHECKED BY: GTL
COVER SHEET
G100
OWNER
BRFl GATEWAY LLC
CONTACT: BO CROMELIN
ADDRESS: 11611 SAN VINCENTE BLVD SUITE 900
LOS ANGELES, CA 90049
ENGINEERING FIRM
MAZZETTI
CONTACT: GEOFF LARSEN, PE
940 WILLAMETTE STREET, SUITE 310
EUGENE, OR 97401
PHONE: (503) 601-5968
GLARSEN&MAllETT.COM
A, NARRATIVE DESCRIPTIONS
EXISTING SITE CONDITIONS
''..UNDEVELOPED GRASS FIELD.
DEVELOPED CONDITIONS
ASPHALT PARKING LOT WITH STORMWATER FILTRATION PLANTERS.
SITE SOIL CLASSIFICATION
119 SALEM -URBAN LAND COMPLEX
2224A COURTNEY GRAVELLY SILTY CLAY LOAM, 0 TO 3 PERCENT SLOPES
PER SOIL SURVEY OF LANE COUNTY AREA, OREGON
RECEIVING WATER BODIES
PIPED PRIVATE STORM DRAINAGE TO PUBLIC DITCH ADJACENT TO THE WEST EDGE OF THE SITE, DESIGNATED
SPRINGFIELD WETLANDS INVENTORY SITE NUMBER M28.
GENERAL CONSTRUCTION SITE MANAGEMENT PLAN (CSMP) NOTES
STOCK PILES
1. STOCK PILES OF NATIVE SOILS AND/OR FILL MATERIALS SHALL NOT BE EXPOSED TO THE WEATHER WITHOUT
PROVISIONS OF SECONDARY CONTAINMENT AND TREATMENT MEASURES AS OUTLINED BELOW.
2. SECONDARY CONTAINMENT SHALL CONSIST OF INSTALLED BIO BERM AND/OR CONTAINMENT DITCH AT TOE OF
SLOPE AROUND STOCKPILE PERIMETER. BERM AND/OR DITCH SHALL BE OF SUFFICIENT SIZE TO CONTAIN
STOCKPILED MATERIALS IN PLACE.
3. STOCK PILES ON SITE DURING WET WEATHER SEASON (OCTOBER 15 THROUGH APRIL 30) SHALL BE COVERED WITH
6 MIL (MIN. THICKNESS) POLYETHYLENE PLASTIC SHEETING. SHEETING SHALL BE INSTALLED AND MAINTAINED
TIGHTLY IN PLACE USING APPROVED ANCHORING SYSTEM ON A 10' (MAX) GRID SPACING IN ALL DIRECTIONS. ALL
SEAMS BETWEEN ADJACENT SHEETS SHALL BE LAPPED 12° (MIN) AND TAPED OR WEIGHTED DOWN FULL LENGTH
OF SEAM. FOR SEAMS PARALLEL TO THE SLOPE CONTOUR, THE UPHILL SHEET SHALL OVERLAP THE DOWNHILL
SHEET. NO RUNOFF SHALL BE ALLOWED TO RUN UNDER THE PLASTIC COVERING.
B 4. DEMOLITION AND/OR CONSTRUCTION DEBRIS, WASTE AND GARBAGE PILES OR CONSTRUCTION MATERIALS
CONTAINING TOXIC CONTAMINANTS SHALL NOT BE PLACED WITHIN 25 FEET OF ANY NATURAL DRAINAGE FEATURE,
STORM DRAIN INLET STRUCTURE OR DESIGNATED PROTECTED AREA.
5. LOCATION OF CONSTRUCTION MATERIAL STORAGE AREAS AND DEBRIS, WASTE AND GARBAGE PILE AREAS SHALL BE
PROVIDED BY THE CONTRACTOR TO THE CITY AT THE TIME OF THE INITIAL ESC CONTROL INSPECTION.
CONCRETE TRUCK WASH AREA
1. PROVIDE MINIMUM OF ONE CONCRETE TRUCK WASH AREA FOR USE ON CLEANING OF DEPARTING CONCRETE
TRUCKS.
2. CONCRETE TRUCK WASH AREAS SHALL BE LOCATED ADJACENT TO ANY CONSTRUCTION ENTRANCE USED BY
DEPARTING CONCRETE TRUCKS.
3. CONCRETE TRUCK WASH AREAS SHALL BE CONSTRUCTED OF ONE OF THE FOLLOWING:
A. STRAW BALE BARRIER WITH PLASTIC LINER.
B. STACKED SAND BAGS OR BIO -BAGS AS A BARRIER WITH PLASTIC LINER.
C. PORTABLE CONTAINMENT POND.
4. SUGGESTED LOCATIONS OF CONCRETE TRUCK WASH AREA(S) ARE SHOWN ON THE EROSION SEDIMENTATION
CONTROL PLAN, SHEET CEM
5. LOCATION OF CONCRETE TRUCK WASH AREA(S) SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY AT THE
TIME OF THE INITIAL ESC INSPECTION.
STABILIZED CONSTRUCTION ENTRANCE
1. STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE ESTABLISHED AS SOON AS POSSIBLE AT THE BEGINNING OF
CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT IN A CONDITION THAT WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT INTO PUBLIC RIGHT-OF-WAY. EXISTING PAVED ACCESS MAY BE USED AS
CONSTRUCTION ENTRANCE AS NOTED ON SHEET CEM
2. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY, IF NECESSARY, TO MAINTAIN PROPER FUNCTION OF THE PAD.
3. INSTALL VEHICLE BARRIERS AT ANY SITE ENTRANCE NOT USED AS STABIUZED CONSTRUCTION ENTRANCE TO
C RESTRICT SITE ACCESS.
4. IF ESTABLISHED ENTRANCES DO NOT ADEQUATELY REMOVE DIRT AND MUD FROM VEHICLE WHEELS SUCH THAT
MUD AND DIRT TRACKING IS EVIDENT OFF SITE, ADDITIONAL MEASURES MUST BE TAKEN. SUCH MEASURES MAY
INCLUDE WHEEL WASHING BEFORE VEHICLES LEAVE THE SITE OR OTHER CONSTRUCTION TECHNIQUES/WORK
OPERATION MODIFICATIONS.
5. WHEEL WASHING SHOULD BE DONE ON THE GRAVEL PAD AND WASH WATER SHOULD DRAIN THROUGH A
SILT -TRAPPING STRUCTURE PRIOR TO LEAVING THE CONSTRUCTION SITE. REFER TO DETAIL 3/CE102 TRUCK
WHEEL WASH.
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6. IT IS THE CONTRACTOR'S RESPONSIBIUTY TO CLEAN UP ANY SEDIMENT/MUD TRACKED INTO ADJACENT
RIGHT-OF-WAY.
EXISTING TREE PROTECTION
1. CONTRACTOR SHALL IDENTIFY AND MARK ALL EXISTING TREES TO BE PROTECTED PRIOR TO CONSTRUCTION
ACTIVITY.
2. ENCIRCLE TREE WITH SAFETY FENCING AT TREE DRIP UNE.
3. SAFETY FENCING SHALL BE MAINTAINED AND REPAIRED, AS NECESSARY, UNTIL FINAL LANDSCAPING IS INSTALLED
VICINITY MAP
NO SCALE
PROJECT LOCATION
2730 GATEWAY STREET
SPRINGFIELD, OREGON 97477
LATITUDE= 44.070268'
LONGITUDE= -123.047495'
PROPERTY/SITE DESCRIPTION
TAX LOT 2305 (LANE COUNTY TAX MAP 17S 3W 22)
LOCATED IN N.E. 1/4, SEC.22, T.17S, RIM, WILLAMETTE MERIDIAN,
MULTNOMAH COUNTY, OREGON
TOTAL SITE AREA = 70.0 ACRES
TOTAL DISTURBED AREA = 0.65 ACRE (28,100 sq.ft.)
E OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.
THOSE RULES ARE SET FORTH IN O.A.R. 952-001-0010 THROUGH O.A.R. 652-001-0090. YOU MAY
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 (2) BUSINESS DAYS BEFORE COMMENCING AND EXCAVATION. CALL 503-246-6699.
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GENERAL NOTES
A. ESCP FACILITIES INSPECTION: INSPECTION SHALL BE PERFORMED BY A QUALIFIED, CERTIFIED INSPECTOR AS
REQUIRED BY PERMITTING JURISDICTION AND/OR DEC.
B. ALL SAW -CUTTING SLURRY MUST BE VACUUMED IMMEDIATELY AND DISPOSED OF OFF-SITE.
1. DO NOT ALLOW SAW CUT SLURRY AND/OR RUNOFF TO ENTER STORM DRAINS OR WATER COURSES.
2. RESCHEDULE SAW CUTTING IF RAINING OR RAIN IS IN THE FORECAST.
3. PROTECT STORM INLETS PRIOR TO START OF WORK.
4. ALL WASTE GENERATED FROM SAW CUTTING SHALL BE VACUUMED IMMEDIATELY BEHIND THE SAW CUTTING
OPERATION. DO NOT ALLOW SAW CUT SLURRY TO FLOW ACROSS THE PAVEMENT AND IT SHOULD NOT BE
LEFT ON THE SURFACE OF THE PAVEMENT.
5. mISPOSAL OF SAW CUTTING WASTE SHALL BE IN CONFORMANCE CITY REQUIREMENTS. SEE 290.20 OF THE
PUBUC IMPROVEMENT STANDARDS.),
C. THE FOLLOWING WERE REVIEWED AND DO NOT PERTAIN TO THIS PROJECT:
1. THERE ARE NO NATURAL RESOURCE SITES.
2. THERE ARE NO BORROW SITES.
3. THERE ARE NO CONSERVATION ZONES.
D. REFER TO LANDSCAPE PLANS FOR PERMANENT VEGETATION.
E. ALL ESC MEASURES WILL BE COMPLETED IN A SINGLE PHASE.
F. SITE WORK WILL BE COMPLETED IN A SINGLE PHASE.
G. EXPECTED TIME PERIOD OF LAND DISTURBING ACTIVITIES IS 2 MONTHS.
H. THE ESC FACIUTIES SHOWN ON THIS ESCP SHALL BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL
CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE
SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED.
I. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN.
ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION
SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
J. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION
AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS MAY BE
REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT.
K. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE
NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY.
L. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM
THICKNESS OF TWO TO THREE INCHES.
M. ALL UTILITY CONNECTIONS MADE OUTSIDE OF THE PROPERTY LINES SHALL MEET ESC REQUIREMENTS. CONTRACTOR
SHALL INSTALL SEDIMENT BARRIERS DOWN GRADE OF DISTURBED AREAS AND PROTECT DOWNSTREAM STORM WATER
INLETS.
SCHEDULE FOR CONSTRUCTION AND IMPLEMENTATION OF ESC CONTROLS
1. HOLD THE PRE -CONSTRUCTION MEETING.
2. FLAG OR FENCE CLEARING LIMITS (AS STATED ON THE APPROVED PLANS).
3. INSTALL INLET PROTECTION.
4. GRADE/INSTALL CONSTRUCTION ENTRANCES.
5. INSTALL PERIMETER PROTECTION (SEDIMENT FENCE, MULCH BERM, WATTLE, ETC.).
6. CONSTRUCT SEDIMENT PONDS AND TRAPS.
7. GRADE AND STABILIZE CONSTRUCTION ROADS.
8. CONSTRUCT SURFACE WATER CONTROLS INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH
CLEARING AND GRADING FOR PROJECT DEVELOPMENT.
9. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF SPRINGFIELD STANDARDS AND
MANUFACTURER'S RECOMMENDATIONS.
10. UPDATE EROSION AND SEDIMENT CONTROL MEASURES TO HANDLE MAJOR CHANGE IN SITE/WEATHER CONDITIONS.
11. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO
DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
12. STABIUZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE.
13. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
14. UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMP'S IF APPROPRIATE.
CITY OF SPRINGFIELD GENERAL EROSION AND SEDIMENTATION CONTROL
PLAN(ESCP)NOTES
1. PRIOR TO ANY GROUND DISTURBANCE ON THE SITE ONE INSPECTION WITH LDAP STAFF IS REQUIRED. ISSUANCE
OF THIS PLAN DOES NOT RELIEVE THE PERMIT HOLDER AND OR THE CONTRACTOR FROM ALL OTHER PERMITTING
REQUIREMENTS. PRIOR TO BEGINNING CONSTRUCTION ACTIVITIES, ALL OTHER NECESSARY APPROVALS SHALL BE
OBTAINED.
2. THE EROSION AND SEDIMENT CONTROL MEASURES SHOWN ON THE PLAN ARE THE MINIMUM REQUIREMENTS FOR
ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS
NEEDED FOR EXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT -LADEN WATER DOES NOT
LEAVE THE SITE.
3. THE IMPLEMENTATION OF THE ESCP AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF
THE EROSION AND SEDIMENT CONTROL MEASURES IS THE RESPONSIBILITY OF THE PERMIT HOLDER AND OR THE
CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND ACCEPTED AND VEGETATION / LANDSCAPING IS
ESTABLISHED.
4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD BY
THE ENGINEER PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE
FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE PERMIT HOLDER
AND OR THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION.
5. THE EROSION AND SEDIMENT CONTROL MEASURES ON ACTIVE SITES SHALL BE INSPECTED AND MAINTAINED DAILY
RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS OR ADJUSTMENTS SHALL
BE MADE IMMEDIATELY. THE EROSION AND SEDIMENT CONTROL MEASURES ON INACTIVE SITES SHALL BE
INSPECTED A MINIMUM OF ONCE EVERY TWO (2) WEEKS OR WITHIN 48 HOURS FOLLOWING A STORM EVENT.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROTECTED FROM DAMAGE AT ALL TIMES. CONTROL
MEASURES SHALL REMAIN IN PLACE UNTIL PERMANENT RE -VEGETATION HAS BEEN STABILIZED. ANY MEASURE
THAT IS DAMAGED OR DESTROYED SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
7. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO
DAYS DURING THE WET SEASON (OCTOBER 1 TO APRIL 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1
TO SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH AN APPROVED ESC METHOD (SEEDING & MULCHING
WITH STRAW, BARK, COMPOST, OR PLASTIC COVERING, ECT.).
8. STREET SWEEPING SHALL BE PERFORMED AS NEEDED OR WHEN DIRECTED BY THE CITY INSPECTOR TO INSURE
PUBLIC RIGHT-OF-WAYS ARE KEPT CLEAN AND FREE OF DEBRIS. STREET FLUSHING IS PROHIBITED.
9. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER WATER -TIGHT TRUCKS SHALL BE USED OR LOADS
SHALL BE DRAINED ON SITE UNTIL DRIPPING HAS BEEN REDUCED TO NO MORE THAN ONE GALLON PER HOUR.
SEDIMENT LADEN WATER WILL NOT BE ALLOWED TO ENTER THE STORM WATER SYSTEM.
10. EXTRACTED GROUND WATER FROM EXCAVATED TRENCHES SHALL BE DISPOSED OF IN A SUITABLE MANNER
COMPLIANCE OR BE ACCEPTABLE FOR USE IN ALL SITUATIONS. MODIFICATIONS TO THE DEWATERING SYSTEM WILL
BE REQUIRED IF COMPUANCE CAN NOT BE MET. AT NO TIME WILL SEDIMENT LADEN WATER BE ALLOWED TO
LEAVE THE CONSTRUCTION SITE.
11. A SUPPLY OF MATERIALS NECESSARY TO MEET COMPLIANCE AND IMPLEMENT THE LDAP OR OTHER BEST
MANAGEMENT EROSION PRACTICES UNDER ALL WEATHER CONDITIONS SHALL BE MAINTAINED AT ALL TIMES ON
THE CONSTRUCTION SITE.
12. NO HAZARDOUS SUBSTANCES, SUCH AS PAINTS, THINNERS, FUELS AND OTHER CHEMICALS SHALL BE RELEASED
ONTO THE SITE, ADJACENT PROPERTIES, OR INTO WATER FEATURES, THE CITY'S STORM WATER SYSTEM, OR
RELATED NATURAL RESOURCES.
13. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED TO ENSURE CONTINUED
PROPER FUNCTIONING. WRITTEN RECORD SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACIUTES DURING
THE WET SEASON (OCTOBER 1 TO APRIL 30) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO
SEPTEMBER 30).
PERMITTEE'S SITE INSPECTOR:
COMPANY/AGENCY:
PHONE:
FAX
E-MAIL:
DESCRIPTION OF EXPERIENCE:
BEGINNING JANUARY 1, 2017 EROSION CONTROL INSPECTORS MUST HAVE
CERTIFICATION THROUGH A PROGRAM APPROVED BY DEQ.
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STANDARD EROSION AND SEDIMENT CONTROL PLAN (ESCP) NOTES
1. INCLUDE A DST OF ALL PERSONNEL (BY NAME AND POSITION) THAT ARE RESPONSIBLE FOR THE DESIGN, INSTALLATION
AND MAINTENANCE OF STORMWATER CONTROL MEASURES (e.g. ESCP DEVELOPER, BMP INSTALLER (SEE SECTION 4.10),
AS WELL AS THEIR INDIVIDUAL RESPONSIBILITIES. (SECTION 4.4.c.11)
2. VISUAL MONITORING INSPECTION REPORTS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS.
(SECTION 6.5)
3. INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ's 1200-C PERMIT REQUIREMENTS. (SECTION 6.5.q)
4. RETAIN A COPY OF THE ESCP AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO DEQ, AGENT, OR
THE LOCAL MUNICIPALITY. (SECTION 4.7)
5. THE PERMIT REGISTRANT MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES OR
PRACTICES DESCRIBED N THE ESCP IS A VIOLATION OF THE PERMIT. (SECTIONS 4 AND 4.11)
6. THE ESCP MUST BE ACCURATE AND REFLECT SITE CONDITIONS. (SECTION 4.8)
7. SUBMISSION OF ALL ESCP REVISIONS IS NOT REQUIRED. SUBMITTAL OF THE ESCP REVISIONS IS ONLY UNDER SPECIFIC
CONDITIONS. SUBMIT ALL NECESSARY REVISION TO DEQ OR AGENT WITHIN 10 DAYS. (SECTION 4.9)
8. SEQUENCE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS FROM
BECOMING A SOURCE OF EROSION. (SECTION 2.2.2)
9. CREATE SMOOTH SURFACES BETWEEN SOIL SURFACE AND EROSION AND SEDIMENT CONTROLS TO PREVENT STORMWATER
FROM BYPASSING CONTROLS AND PONDING. (SECTION 2.2.3)
10. IDENTIFY, MARK, AND PROTECT (BY CONSTRUCTION FENCING OR OTHER MEANS) CRITICAL RIPARIAN AREAS AND
VEGETATION INCLUDING IMPORTANT TREES AND ASSOCIATED ROOTING ZONES, AND VEGETATION AREAS TO BE PRESERVED.
IDENTIFY VEGETATIVE BUFFER ZONES BETWEEN THE SITE AND SENSITIVE AREAS (e.g., WETLANDS), AND OTHER AREAS TO
BE PRESERVED, ESPECIALLY IN PERIMETER AREAS. (SECTION 2.2.1)
11. PRESERVE EXISTING VEGETATION WIZEN PRACTICAL AND RE -VEGETATE OPEN AREAS. RE -VEGETATE OPEN AREAS WHEN
PRACTICABLE BEFORE AND AFTER GRADING OR CONSTRUCTION. IDENTIFY THE TYPE OF VEGETATIVE SEED MIX USED.
(SECTION 2.2.5)
12. MAINTAIN AND DELINEATE ANY EXISTING NATURAL BUFFER WITHIN THE 50 -FEET OF WATERS OF THE STATE. (SECTION
2.2.4)
13. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS ALL SEDIMENT BASINS,
TRAPS, AND BARRIERS PRIOR TO LAND DISTURBANCE. (SECTION 2.1.3)
14. CONTROL BOTH PEAK FLOW RATES AND TOTAL STORMWATER VOLUME, TO MINIMIZE EROSION AT OUTLETS AND
DOWNSTREAM CHANNELS AND STREAMBANKS. (SECTIONS 2.1.1 AND 2.2.16)
15. CONTROL SEDIMENT AS NEEDED ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS
AT ALL TIMES DURING CONSTRUCTION, BOTH INTERNALLY AND AT THE SITE BOUNDARY. (SECTIONS 2.2.6 AND 2.2.13)
16. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE WORK.
(SECTION 2.2.14)
17. APPLY TEMPORARY AND/OR PERMANENT SOIL STABILIZATION MEASURES IMMEDIATELY ON ALL DISTURBED AREAS AS
GRADING PROGRESSES. TEMPORARY OR PERMANENT STABIUZATIONS MEASURES ARE NOT REQUIRED FOR AREAS THAT
ARE INTENDED TO BE LEFT UNVEGETATED, SUCH AS DIRT ACCESS ROADS OR UTILITY POLE PADS. (SECTIONS 2.2.20
AND 2.2.21)
18. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SECTION 2.3.7)
19. KEEP WASTE CONTAINER LIDS CLOSED WHEN NOT IN USE AND CLOSE LIDS AT THE END OF THE BUSINESS DAY FOR
THOSE CONTAINERS THAT ARE ACTIVELY USED THROUGHOUT THE DAY. FOR WASTE CONTAINERS THAT DO NOT HAVE
LIDS, PROVIDE EITHER (1) COVER (e.g., A TARP, PLASTIC SHEETING, TEMPORARY ROOF) TO PREVENT EXPOSURE OF
WASTES TO PRECIPITATION, OR (2) A SIMILARLY EFFECTIVE MEANS DESIGNED TO PREVENT THE DISCHARGE OF
POLLUTANTS (e.g., SECONDARY CONTAINMENT). (SECTION 2.3.7)
20. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING BMPs SUCH AS: CONSTRUCTION ENTRANCE,
GRAVELED (OR PAVED) EXITS AND PARKING AREAS, GRAVEL ALL UNPAVED ROADS LOCATED ONSITE, OR USE AN EXIT
TIRE WASH. THESE BMPs MUST BE IN PLACE PRIOR TO LAND DISTURBING ACTIVITIES. (SECTION 2.2.7)
21. WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER -TIGHT TRUCKS OR DRAIN LOADS ON SITE.
(SECTION 2.2.7.f)
22. CONTROL PROHIBITED DISCHARGES FROM LEAVING THE CONSTRUCTION SITE, i.e., CONCRETE WASH-OUT, WASTEWATER
FROM CLEANOUT OF STUCCO, PAINT AND CURING COMPOUNDS. (SECTIONS 1.5 AND 2.3.9)
23. ENSURE THAT STEEP SLOPE AREAS WHERE CONSTRUCTION ACTIVITIES ARE NOT OCCURRING ARE NOT DISTURBED.
(SECTION 2.2.10)
24. PREVENT SOIL COMPACTION IN AREAS WHERE POST -CONSTRUCTION INFILTRATION FACILITIES ARE TO BE INSTALLED.
(SECTION 2.2.12)
25. USE BMPs TO PREVENT OR MINIMIZE STORMWATER EXPOSURE TO POLLUTANTS FROM SPILLS; VEHICLE AND EQUIPMENT
FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES, AND WASTE HANDLING
ACTIVITIES. THESE POLLUTANTS INCLUDE FUEL, HYDRAULIC FLUID, AND OTHER OILS FROM VEHICLES AND MACHINERY, AS
WELL AS DEBRIS, FERTILIZER, PESTICIDES AND HERBICIDES, PAINTS, SOLVENTS, CURING COMPOUNDS AND ADHESIVES
FROM CONSTRUCTION OPERATIONS. (SECTIONS 2.2.15 AND 2.3)
26. PROVIDE PLANS FOR SEDIMENTATION BASINS THAT HAVE BEEN DESIGNED PER SECTION 2.2.17 AND STAMPED BY AN
OREGON PROFESSIONAL ENGINEER. (SEE SECTION 2.2.17.a)
27. IF ENGINEERED SOILS ARE USED ON SITE, A SEDIMENTATION BASIN/IMPOUNDMENT MUST BE INSTALLED. (SEE SECTIONS
2.2.17 AND 2.2.18)
28. PROVIDE A DEWATERING PLAN FOR ACCUMULATED WATER FROM PRECIPITATION AND UNCONTAMINATED GROUNDWATER
SEEPAGE DUE TO SHALLOW EXCAVATION ACTIVITIES. (SEE SECTION 2.4)
29. IMPLEMENT THE FOLLOWING BMPs WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES,
EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, REGULAR
MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, TRAINING AND
SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SECTION 2.3)
30. USE WATER, SOIL -BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SOIL.
(SECTION 2.2.9)
31. THE APPUCATION RATE OF FERTILIZERS USED TO REESTABLISH VEGETATION MUST FOLLOW MANUFACTURER'S
RECOMMENDATIONS TO MINIMIZE NUTRIENT RELEASES TO SURFACE WATERS. EXERCISE CAUTION WHEN USING
TIME -RELEASE FERTILIZERS WITHIN ANY WATERWAY RIPARIAN ZONE. (SECTION 2.3.5)
32. IF AN ACTIVE TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO -COAGULATION, FLOCCULATION, FILTRATION, ETC.) FOR
SEDIMENT OF OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN (INCLUDING
SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE DISPERSION DEVICE
DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SYSTEM. OBTAIN
ENVIRONMENTAL MANAGEMENT PLAN APPROVAL FROM DEQ BEFORE OPERATING THE TREATMENT SYSTEM. OPERATE AND
MAINTAIN THE TREATMENT SYSTEM ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SECTION 1.2.9)
33. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. THE
REGISTRANT IS RESPONSIBLE FOR ENSURING THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES OF THE YEAR.
(SECTION 2.2)
34. AS NEEDED BASED ON WEATHER CONDITIONS, AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR
COVERED, OR OTHER BMPs MUST BE IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE
SYSTEMS LEADING TO SURFACE WATERS. (SECTION 2.2.8)
35. SEDIMENT FENCE: REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE HEIGHT
AND BEFORE FENCE REMOVAL. (SECTION 2.1.5.b)
36. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH ABOVE
GROUND HEIGHT AND BEFORE BMP REMOVAL. (SECTION 2.1.5.c)
37. CATCH BASINS: CLEAN BEFORE RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. SEDIMENT BASINS AND
SEDIMENT TRAPS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT AND
AT COMPLETION OF PROJECT. (SECTION 2.1.5.d)
38. WITHIN 24 HOURS, SIGNIFICANT SEDIMENT THAT HAS LEFT THE CONSTRUCTION SITE, MUST BE REMEDIATED. INVESTIGATE
THE CAUSE OF THE SEDIMENT RELEASE AND IMPLEMENT STEPS TO PREVENT A RECURRENCE OF THE DISCHARGE WITHIN
THE SAME 24 HOURS. ANY IN -STREAM CLEAN-UP OF SEDIMENT SHALL BE PREFORMED ACCORDING TO THE OREGON
DEPARTMENT OF STATE LANDS REQUIRED TIMEFRAME. (SECTION 2.2.19.a)
39. THE INTENTIONAL WASHING OF SEDIMENT INTO STORM SEWERS OR DRAINAGE WAYS MUST NOT OCCUR. VACUUMING OR
DRY SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SECTION 2.2.19)
40. DOCUMENT ANY PORTION(S) OF THE SITE WHERE LAND DISTURBING ACTIVITIES HAVE PERMANENTLY CEASED OR WILL BE
TEMPORARILY INACTIVE FOR 14 OR MORE CALENDAR DAYS. (SECTION 6.5.f)
41. PROVIDE TEMPORARY STABILIZATION FOR THAT PORTION OF THE SITE WHERE CONSTRUCTION ACTIVITIES CEASE FOR 14
DAYS OR MORE WITH A COVERING OF BLOWN STRAW AND A TACKIFIER, LOOSE STRAW, OR AN ADEQUATE COVERING OF
COMPOST MULCH UNTIL WORK RESUMES ON THAT PORTION OF THE SITE. (SECTION 2.2.20)
42. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF
EXPOSED AREAS IS ESTABLISHED. ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED, ALL TEMPORARY
EROSION CONTROLS AND RETAINED SOILS MUST BE REMOVED AND DISPOSED OF PROPERLY, UNLESS NEEDED FOR LONG
TERM USE FOLLOWING TERMINATION OF PERMIT COVERAGE. (SECTION 2.2.21)
5
5
0
WELLHEAD PROTECTION CONSTRUCTION NOTES
A. DNAPL CHEMICALS ARE PROHIBITED: THE CONTRACTOR AND ALL SUBCONTRACTORS
ARE REQUIRED TO PROVIDE THE OWNER'S ENGINEER 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 ENGINEER WILL DETERMINE IF THE CHEMICAL
IS APPROVED FOR USE ON THIS SITE (I.E., WHETHER OR NOT THE PRODUCT CONTAINS
DNAPLS). THE ENGINEER MAY CONTACT THE SUB DRINKING WATER SOURCE
PROTECTION COORDINATOR (541-744-3745) WITH ANY QUESTIONS ABOUT EVALUATING
PRODUCTS FOR DNAPLS.
B. 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.
C. CHEMICAL HANDLING, STORAGE, AND USE: CONTRACTORS/DEVELOPERS SHALL BE
RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM
PRODUCTS, AND FERTILIZERS AND THE PREVENTION 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.
D. 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.
E. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
INSPECTION FREQUENCY
SITE CONDITION
MINIMUM FREQUENCY
1. ACTIVE PERIOD
ON INITIAL DATE THAT LAND DISTURBANCE ACTIVITIES COMMENCE.
PROJECT NO:
WITHIN 24 HOURS OF ANY STORM EVENT, INCLUDING RUNOFF
DRAWN BY:
FROM SNOW MELT, THAT RESULTS IN DISCHARGE FROM THE SITE.
0
AT LEAST ONCE EVERY 14 DAYS, REGARDLESS OF WHETHER
STORMWATER RUNOFF IS OCCURRING.
2. INACTIVE PERIODS GREATER THAN FOURTEEN
THE INSPECTOR MAY REDUCE THE FREQUENCY OF INSPECTIONS IN
(14) CONSECUTIVE CALENDAR DAYS.
ANY AREA OF THE SITE WHERE THE STABILIZATION STEPS IN
SECTION 2.2.20 HAVE BEEN COMPLETED TO TWICE PER MONTH
FOR THE FIRST MONTH, NO LESS THAN 14 CALENDAR DAYS
APART, THEN ONCE PER MONTH.
3. PERIODS DURING WHICH THE SITE IS
IF SAFE, ACCESSIBLE AND PRACTICAL, INSPECTIONS MUST OCCUR
INACCESSIBLE DUE TO INCLEMENT WEATHER.
DAILY AT A RELEVANT DISCHARGE POINT OR DOWNSTREAM
LOCATION OF THE RECEIVING WATERBODY.
4. PERIODS DURING MICH CONSTRUCTION
VISUAL MONITORING INSPECTIONS MAY BE TEMPORARILY
ACTIVITIES ARE SUSPENDED AND RUNOFF IS
SUSPENDED. IMMEDIATELY RESUME MONITORING UPON THAWING,
UNLIKELY DUE TO FROZEN CONDITIONS.
OR WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY.
5. PERIODS DURING WHICH CONSTRUCTION
VISUAL MONITORING INSPECTIONS MAY BE REDUCED TO ONCE A
ACTIVITIES ARE CONDUCTED AND RUNOFF IS
MONTH. IMMEDIATELY RESUME MONITORING UPON THAWING, OR
UNLIKELY DURING FROZEN CONDITIONS.
WHEN WEATHER CONDITIONS MAKE DISCHARGES LIKELY.
' HULU A F'KL-GUN MLLIING UH f'KUJLCI CUNSINUGIIUN PLKSUNNLL IHAI INGLUULS IHL INSHLGIUK IU
DISCUSS EROSION AND SEDIMENT CONTROL MEASURES AND CONSTRUCTION LIMITS.
* ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS.
* INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ 1200-C PERMIT REQUIREMENTS.
* RETAIN A COPY OF THE ESC PLAN AND ALL REVISIONS ON SITE AND MAKE IT AVAILABLE ON REQUEST TO
DEQ, AGENT, OR THE LOCAL MUNICIPALITY. DURING INACTIVE PERIODS OF GREATER THAN SEVEN (7)
CONSECUTIVE CALENDAR DAYS, RETAIN THE ESC PLAN AT THE CONSTRUCTION SITE OR AT ANOTHER LOCATION.
* REVISIONS TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ OR AGENT IN ACCORDANCE WITH
CURRENT 1200-C PERMIT.
THE PERMITTEE IS REQUIRED TO MEET ALL OF THE CONDITIONS OF THE 1200-C PERMIT. THIS ESC PLAN AND
GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE COMPLIANCE WITH THE 1200-C PERMIT REQUIREMENTS.
IN CASES OF DISCREPANCIES OR OMISSIONS, THE 1200-C PERMIT REQUIREMENTS SUPERCEDE THE REQUIREMENTS
OF THIS PLAN.
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THE USE OF SPRINGFIELD UTILITY BOARD
DESIGNATED DENSE NON -AQUEOUS PHASE �N
LIQUIDS (DNAPL) DURING CONSTRUCTION IS CONSTRUC
#TION NOTES
1. INSTALL INLET PROTECTION PER DETAIL 4/CE102. PLAN SCALE
PROHIBITED. 0 10, 20'
2. PERIMETER CONTROL MEASURES MAY INCLUDE TEMPORARY SEDIMENT FENCING,
FILTRATION BAGS AND SOCKS, FIBER ROLLS AND WATTLES, OR OTHER APPROVED
MEASURES. USE OF PERIMETER CONTROL MEASURE SHALL COMPLY WITH THE CITY SCALE: 1"= 10'
CONTRACTOR SHALL INSTALL TEMPORARY OF SPRINGFIELD ENGINEERING DESIGN STANDARDS AND PROCEDURES MANUAL
SHEET NOTES CONTROL MANUAL USE BERMS OR COMPOST SOCKS WITHIN ROOT ZONES OF
WELL HEAD PROTECTION SIGNS IN 1. REFER TO SHEET CE100 FOR ROSION AND SEDIMENTATION CONTROL NOTES. TREES.
ACCORDANCE WITH SPRINGFIELD UTILITY 2. REFER TP SHEET CE102 FOR EROSION AND SEDIMENTATION CONTROL DETAILS. 3. REFER TO DETAIL 1/CE102 FOR CONCRETE TRUCK WASH AREA. FINAL LOCATION
OF CONCRETE TRUCK WASH TO BE ESTABLISHED BY CONSTRUCTION MANAGER /
BOARD REQUIREMENTS. 3. REFER TO SHEET ZIM FOR GENERAL NOTES AND LEGENDS. GENERAL CONTRACTOR. LOCATION SHALL BE OFF OF HARD SURFACE AND AT
LEAST 20' AWAY FROM NEAREST STORM DRAIN INLET STRUCTURE.
4. REFER TO SHEET ZM FOR SITE GRADING PLAN AND DETAILS.
4. CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL 2/CE102. REFER TO
5. REFER TO SHEET M FOR PROPOSED STORMWATER SYSTEM IMPROVEMENTS. NOTES ON SHEET CE100 FOR ADDITIONAL PRECAUTIONS TO ENSURE SEDIMENT IS
NOT TRACKED OFF SITE. CONSTRUCT WHEEL WASH PER DETAIL 2/CE102 AS
6. REFER TO LANDSCAPE DRAWINGS FOR PLANTINGS AND PERMANENT SOIL NEEDED.
STABILIZATION.
5. USE PERIMETER CONTROL MEASURES TO PROTECT NEW STORMWATER TREATMENT
FACILITY. REFER TO CONSTRUCTION NOTE 2. PREVENT DISCHARGE OF
STORMWATER TO VEGETATED FACILITIES UNTIL ALL CONTRIBUTING SURFACE AREAS
HAVE BEEN PERMENANTLY STABILIZED.
GA. EXISTING LOCALLY SIGNIFICANT WETLANDS AND EMBANKMENT TO REMAIN.
WETLANDS ARE DESIGNATED AS M28 IN THE SPRINGFIELD WETLANDS INVENTORY.
NO GROUND DISTURBING ACTIVITY TO OCCUR WITHIN THIS AREA.
6B. 25' SETBACK FROM LOCALLY SIGNIFICANT WETLANDS.
1 2 3 4 5 6
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EROSION AND
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PLAN
CE101
v
m
C
0
E
DESIGNATED
CONCRETE
WASH AREA
E
Nil 1.9:2T'11a-.1Il
VISQUENE
TO MAKE 6' MIN SQUARE
CONTAINMENT AREA
CONCRETE TRUCK WASH AREA
BAG IN POSITION \ / REMOVAL
BASIN
STRUCTURE
AREA DRAIN
OR SANDBAGS
STAKED IN PLACE
TYP
ENVIRONMENTAL
SILTSACK" OR
EQUAL
CURB CATCH BASIN
AREA DRAIN
CURBINLET
NO SCALE
OPENING
NOTES
1. PRIOR TO 1st PAVEMENT UFT, REMOVE BIO—BAG/SANDBAG BARRIERS AND INSTALL
BASIN INSERT BAG OR CURB INLET SEDIMENT DAM AT ALL INLET STRUCTURES.
DRAINAGE INLET
STRUCTURE PROTECTION
No Scale
E
OPENING EACH
SIDE
3
EXCEEDS 2%
P.
P
RADIUS
BY GOVERNING AUTHORITY
PROVIDE FULL WIDTH
OF INGRESS/EGRESS
AREA
STABILIZED
CONSTRUCTION ENTRANCE
2"X2"14 GA. WIRE FENCE FENCE E!
MESHHORT FABRIC SUPP�(/ OR STEEL
OR EXTRA STRENGTH I n I TYP
■■■II■■��■■■®®® 1 •�1.
TO UP—SLOPE SIDE OF
FENCE.
BACKFILL
No Scale
NOTES
1. MAX GROUND SLOPE (PERPENDICULAR TO FENCE):
SUPPORTED FENCE — 1H:1V
UNSUPPORTED FENCE — 4H:1V
2. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS
AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED
USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF 07 TO 1207.
3. FILTER FABRIC SHALL BE SPLICED TOGETHER ONLY AT SUPPORT POSTS WITH
A MINIMUM OF 6 INCH OVERLAP AND BOTH ENDS SECURED TO POST.
4. CONTINUOUS BIO BERM MAY BE INSTALLED AT UPHILL BASE OF FILTER
FABRIC IN LIEU OF BURYING BOTTOM OF FABRIC.
5. USE STAPLES OR WIRE RINGS TO ATTACH FILTER FABRIC TO WIRE SUPPORT
FABRIC.
5 SEDIMENT FENCE
No Scale
3
2
5
0
SECTION A - A
CONTRACTOR TO PROVIDE
WATER SUPPLY TO MAINTAIN
12" OF WATER AT ALL TIMES
STABILIZED RUN OUT AREA
GRADE TO DRAIN TO WASH
r..
OF TRAVEL
NOTES
1. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS IN TO AN APPROVED SEDIMENT TRAP OR BASIN.
2. CONTRACTOR TO REMOVE ACCUMULATED SEDIMENT FROM BOTTOM OF BASIN AND
TO ENSURE WASH WATER COLLECTION AND TREATMENT IS FUNCTIONING.
3 TRUCK WHEEL WASH
No Scale
NOTES
1. MAX SLOPE (PERPENDICULAR TO FENCE) — 1H:1V
2. INSTALL 10' UPHILL OF BIO BERM.
6 PROTECTIVE FENCING
No Scale
2
4H:1V MAX
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1. BERM SIZE: O
a. SLOPES LESS THAN 5% = 24"-36" WIDE BY 12"-18" HIGH
b. SLOPES GREATER THAN 5% = 36"-48" WIDE BY 18"-24" HIGH
c. COMPOST MULCH SHALL BE MEDIUM—GRADE, MIXED YARD DEBRIS.
d. BARK MULCH SHALL BE STANDARD COMMERCIAL PRODUCT, MEDIUM—COURSE Q
GROUND BARK. BARK SHALL BE GROUND FIR BARK, FREE FROM WEEDS AND SEED.
CONTINUOUS
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CHECKED BY: GTL
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7FG
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THE UNDERGROUND' L IL71ES SHOWN HAVE BEEN LOCATED FROM AS -BUR -1 ,RA bUS
i
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TAX MAP: 17-03-22, TAX LOT: 2305
pynght CR 2012 &anch Fnglnsering, Inc.
TOPOGRAPHIC SURVEY
SITE ASSESSMENT OF EXISTING CONDITIONS NOTES
FLOODPLAIN INFORMATION
FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) FLOOD INSURANCE RATE MAP (FIRM) NO. 41039C1133F LISTS
THE SITE AS "ZONE X" WHICH IS OUTSIDE OF THE 500 -YEAR FLOODPLAIN AND NOT WITHIN A SPECIAL FLOOD
HAZARD AREA.
SOILS INFORMATION
THE NATIONAL RESOURCES CONSERVATION SERVICE (NRCS) SOIL SURVEY CLASSIFIES THE ON-SITE SOILS AS
COURTNEY GRAVELLY SILTY CLAY LOAM AND SALEM -URBAN LAND COMPLEX. DEPTH TO GROUNDWATER IS
ESTIMATED TO BE GREATER THAN 80 INCHES.
■ 1101 a 11X904791110,10117111.1171iI211L*1Od:1:iUlI
WATER QUALITY LIMITED WATERCOURSES
THERE ARE NO WATER QUALITY LIMITED WATERCOURSES WITHIN OR ADJACENT TO THE SITE.
EASEMENTS
REFER TO THE ALTA SURVEY FOR ADDITIONAL DESCRIPTION OF EASEMENTS.
TOPOGRAPHIC SURVEY INFORMATION
EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON FROM SURVEY PREPARED BY BRANCH ENGINEERING INC.,
TITLED "EXISTING CONDITIONS SURVEY - WALMART NEIGHBORHOOD MARKET, DATED 3/2021.
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SITE PLAN INFORMATION
STREET ADDRESS: 2730 Gateway St, Springfield, OR 97477
TAX MAP: Lane County Township 17 South, Range 3 West, Section 22.
DEVELOPMENT AREA: 35,100 SF (0.81 AC)
NEW PAVEMENT AREA: 21,450 SF
PROPOSED NEW PARKING SPACES
STANDARD SPACES: 0
COMPACT SPACES: 81 (+3 OPTIONAL SPACES)
TOTAL SPACES: 81 (+3 OPTIONAL SPACES)
EXISTING PARKING OVERALL MALL SITE
STANDARD SPACES: 3,365 —
COMPACT SPACES: 161
TOTAL SPACES: 3,526
OKEYNOTES
1 PROPOSED ASPHALT PARKING LOT.
2 . PARKING SETBACK: MAINTAIN 5' MINIMUM SETBACK FROM PROPERTY LINE.
3 . PROPOSED STORMWATER TREATMENT: VEGETATED STORMWATER FILTRATION RAIN GARDEN
AREA. REFER TO SHEET 0300,
4 . PARKING LOT INTERIOR LANDSCAPE AREA = 7.60% OF PARKING LOT AREA. REFER TO
LANDSCAPE PLANS FOR PLANTINGS.
5 . PROPOSED SITE LIGHTING: NEW LED POLE MOUNTED AREA LIGHTING. REFER TO LIGHTING
PLANS.
6. NEW 6' TALL CHAIN LINK FENCE. REFER TO 0544.
7. PARALLEL PARKING STALLS FOR ALTERNATE 1. REFER TO ALTERNATE NOTES ON SHEETS
C300 C400 C500 AND C700. FOR SCOPE OF ALTERNATE IMPROVEMENTS.
El . EXISTING PAVED ACCESS DRIVE/STORAGE AREA TO REMAIN.
E2 .EXISTING PAVED TRUCK MANEUVERING ZONE TO REMAIN.
E3 .EXISTING 6' FENCE TO REMAIN.
E4A.EXISTING LOCALLY SIGNIFICANT WETLANDS AND EMBANKMENT TO REMAIN. WETLANDS ARE
DESIGNATED AS M28 IN THE SPRINGFIELD WETLANDS INVENTORY.
E4B.25' SETBACK FROM LOCALLY SIGNIFICANT WETLANDS.
E5 .EXISTING EMBANKMENT TO REMAIN.
E6 .EXISTING EDGE OF PAVEMENT.
E7 .EXISTING LOADING DOCK TO REMAIN.
E8. EXISTING COVERED RECYCLING AREA TO REMAIN.
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GROSS FLOOR AREA: 37,857 SF
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SITE PLAN -
DEVELOPMENT
AREA
C201
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60 -FL N (IN)= 427.0±
42 -FL E (IN)= 427.0±
60 -FL S (OUT)= 427.0±
(E)SD 4 (E)SD
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r
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FABRIC 2" BELOW
FINISHED SURFACE
2 1 3 4 1 5 1 6
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- BOTTOM AREA = 391 SF
4" N 116702.44 E 195285.58 3 /
SO OF DRAIN 1 - ------
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RIM= 434.94
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4 -FL S (IN)= 432.22
6"FL N (OUT)= 432.12 ------
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CONST 4 -PD 54.7 LF
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(E)SD E)sD-¢n
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E)SD _(E)SD -(E)SD -(E)SD -
(E)SD E)SD (E)SD-(E)sD -
(E)SD-(E)SD
°_(E)So-(E)SD-(E)SD_(E)SD (E)SD-(E)S m I o II
(E)SD E)sD-
(E)SD �(E)SD �(E)SD �(E)SD I (E)SD-(E)SD-(E)SD -(E)$D
(E)SD-(E)SD �(E)SD -(E)SD-�(E)SD
�G��
(E)SD �(E)SD -(E)SD
1
-(E)SD -(E)SD-bO J�,��� 60"FL= 426.40 El
�(E)SD -(E)ISD
� N i
CONST 6°SD 170.7 LF
S= 0.0100 FT/FT i
' 1 i
i
I
N 11166
SD 1
84L47 E 195384.69 1 I1
RIM= 437.8
NEW 6"FLS IN = 433.18 �� E1 - 87 ------ - -- F��
N 1OF DRAIN
E 195395.59 CONST 6"SD 89.4 LF N \ h--�---
( )- 48"FL- 426
RAIN GARDEN 2 3 NEW 6"FL SW IN = 430.38 � 0� �'
BOTTOM ELEVATION= 436.46 4 SD OF DRAIN 2 S= 0.0100 FT ( ) ti o°
RIM= 436.96 i / EX 6 -FL E (OUT- 428.88± I °i N1 -
BOTTOM AREA = 183 SF
'�-(E)OH.. 4 -FL S ( 434.21
(E)oH:. 6"FL N (O0 UT= 434.11
- E oHw
D o
N 118707.65 E 195394.95 8
2 SD CO 2 - E oH:,� E)oHw
RIM= 438.4 4" D (E o
H
(E)OHw-
4°FL= 434.21 7 ., -.. � )-(E)oHw-(E)oHw (E)oHw- �o
_ FS oHw-(E)oHw- Q0Hw-
r E G (E)c (E)c (E)c (E)c (E)c (E)G�(E)G�Fi.. - - o` N 11692469 E 195408 31 (E) (E) -(E)OHw-
PER PLAN
WATER QUALIT
STORM WATER
SURFACE ELEV
SOIL LAYER
4" THICK
`-:.9T- - ?XpK % FILTER LAYER
FILTER FABRIC //� o c SEE NOTE 2
MINIM _ 4PIPE _ 14" MIN
DRAIN ROCK
SEE NOTE 2
LINE LOCATION AND
ELEVATION PER PLAN 6"
TYP MATERIALS MIN
NOTES
1. FACILITY BOTTOM ELEVATION REPRESENTS TOP OF MULCH.
2. REFER TO SECTION 31 20 00 FOR BIORETENTION SOIL, FILTER LAYER, DRAIN ROCK, FILTER
FABRIC, AND STORMWATER MULCH.
FILTRATION STORMWATER RAIN GARDEN
NO SCALE
1 2
NOTES
1. ROCK PROTECTION AT FLOW ENTRANCES MATERIAL PER SPECIFICATION SECTION 31 20 00.
2. EMBED ROCK PROTECTION BELOW TOP OF ADJACENT PLANTING SOIL OR MULCH TO REACH GRADES
SHOWN ON PLAN AND MAINTAIN POSITIVE FLOW TO BOTTOM OF PLANTER. ROCK PROTECTION PLACED
ON TOP OF MULCH WILL NOT BE ACCEPTED IF NOT DEPRESSED AS SHOWN.
ROCK CHANNEL AT FLOW ENTRANCE
L NO SCALE
3
F
1--� - E3 -
E3
_(E)SD _(E)SD (E)SID (E)SD_(E)SD_(E)SD
E3... __ �.
RIM 436.63
6"FL SW (IN) 427.86
15 -FL E (IN)= 427.82
B'FL S (IN)= 427.81
15 -FL N (OUT)= 427.80
STORMWATER LEGEND
VEGETATED STORMWATER RAIN GARDEN
DRAINAGE BASIN BOUNDARY
RUNOFF FLOW DIRECTION
SHEET NOTES
A. REFER TO SHEET C400 FOR SITE GRADING.
Aa ALTERNATE NOTES
Al. BASE BID: NO IMPROVEMENTS
ADD ALTERNATE 1: INCLUDE DOUBLE -CHAMBER CATCH BASIN AND
DOWNSTREAM PIPING TO EXISTING MANHOLE. INCLUDE TRENCHING
THROUGH AND RESTORATION OF EXISTING CURB AND ASPHALT
PAVEMENT.
4 I 5
O E)0
Al 5 SD DOUBLE CB 1 1 -(E)I
/9 RIM=
E66 6°FL NEE (OU
(OUT)= 433.39 CONST 6 S 17.5 LFO
S= 0.0100 FT T Al
N _ _
;DiM MH (E)SD �(E)SD
rRIM:436.63 (E)SD �(E)SD
(E)SD �2 D�(E)SD
/M MH
_ RIM:434.86
MAZZETTI
HGroup
aw �"
PRL
GI 14 AQ5 DIGITALLY SIGNED
wil&
�q
EXPIRES 12/91/22
Al 6 E3 RIM= 434.86 w
NEW 6"FL SW (IN)= 430.00
** EX 15 -FL S (IN)= 428.54
EX 15 -FL N (OUT)= 428.44
m (EJG
,NKI
F_ Z J
LU oC�
:.� LV z
( ---
�(E)E (E)E�(E)(E)E(E)® I E (E)E (E)E ELCii w W J L
I J
8 (E)w
� I VLTI�I I
m I Q
WMI ? It W LUL J W
m m Lu Q LL
Lu
�(E)will,
'i' w 137 CD Z H
0
e)WW�(E w LL o
CONSTRUCTION NOTES � � m M N N
O N
1. CONSTRUCT STORM DRAIN MANHOLE PER DETAIL 1/13600. PLAN SCALE MARK DATE DESCRIPTION
2. CONSTRUCT CLEANOUT PER DETAIL 2/13600. 0 10, 20'
3. CONSTRUCT OVERFLOW CATCH BASIN 3/13600.
4. CONSTRUCT STORMWATER FILTRATION RAIN GARDEN WITH 2" FREEBOARD, 6" SCALE: 1"= 10'
RESERVOIR DEPTH (TO TOP OF GROWING MEDIUM), 2' MINIMUM BOTTOM WIDTH,
311:1V SIDE SLOPES. INSTALL WITH PERFORATED PIPE SUBDRAINAGE SYSTEMS.
SIZING FACTOR FOR RAIN GARDENS TO BE 0.05. REFER TO DETAIL 1/13300
FOR TYPICAL SECTION.
5. INCLUDE CATCH BASIN IF OPTIONAL PARKING IS CONSTRUCTED. INSTALL
DOUBLE CHAMBER CATCH BASIN WITH KRI-STAR FILTER INSERT PER DETAIL
4/13600.
6. CONNECT TO EXISTING STORM DRAIN MANHOLE BY CORE DRILLING OVERSIZED
HOLE IN MANHOLE WALL AND INSTALLING NEW PIPE AND PIPE SEAL.
7. CONSTRUCT ROCK CHANNEL AT FLOW ENTRANCE PER DETAIL 2/13300.
B. CUT EXISTING PIPE 18" OUTSIDE NEW MANHOLE WALL AND EXTEND NEW PIPE
TO MANHOLE PIPE SEAL. INSTALL FLEXIBLE TRANSITION COUPLER AT
CONNECTION BETWEEN NEW AND EXISTING PIPE.
9. LOCATION AND DEPTH OF EXISTING 6"SD ARE UNKNOWN, AND ASSUMED BASED
ON RECORD INFORMATION. POTHOLE AT MANHOLE LOCATION AND VERIFY
LOCATION AND ELEVATION PRIOR TO ORDERING MANHOLE MATERIALS.
PROVIDE FINDINGS TO ENGINEER.
E1. EXISTING PUBLIC STORM DRAIN INFRASTRUCTURE TO REMAIN.
E2. EXISTING PUBLIC OPEN CHANNEL AND WETLANDS AREA.
E3. EXISTING PRIVATE STORM DRAIN INFRASTRUCTURE TO REMAIN.
E4. EXISTING NATURAL GAS TO REMAIN.
E5. EXISTING WATER TO REMAIN.
EGA. EXISTING UNDERGROUND POWER TO REMAIN.
E6B. EXISTING OVERHEAD ELECTRICAL TRANSMISSION UNES TO REMAIN.
6
ISSUE DATE: AUGUST 20, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: DWL
CHECKED BY: GTL
SITE STORM
DRAIN PLAN
C300
- -V
------------'
(f)c
CONST 4"PD 45.1 LF
w
S= 0.0000 FT FT
E6A
".,.2s
Arco (E)SD -(E)SD -
kIM 437.09 (E)SD -(E)SD
\(fJG
i�
.I
w
-(E)SDA
(E)SD (E)SD
(E)SD -(E,
(E)E�(E)E
I' (E)E,(E)E�r- !,,L-�
w _ RiF7.936.b3------_ ------ -__---
_
--_ - -- -
I - - -
ILMI
N.500_
p� S
v
J
Li
4
\ lM MH
--
E
qtr I
oRIM:436.82
M
H
VII
Qy W WI
Irl �IM:433.31
H
Q �
o
Fj
E
-----
-- -- - --- - - - - - -
o
PER PLAN
WATER QUALIT
STORM WATER
SURFACE ELEV
SOIL LAYER
4" THICK
`-:.9T- - ?XpK % FILTER LAYER
FILTER FABRIC //� o c SEE NOTE 2
MINIM _ 4PIPE _ 14" MIN
DRAIN ROCK
SEE NOTE 2
LINE LOCATION AND
ELEVATION PER PLAN 6"
TYP MATERIALS MIN
NOTES
1. FACILITY BOTTOM ELEVATION REPRESENTS TOP OF MULCH.
2. REFER TO SECTION 31 20 00 FOR BIORETENTION SOIL, FILTER LAYER, DRAIN ROCK, FILTER
FABRIC, AND STORMWATER MULCH.
FILTRATION STORMWATER RAIN GARDEN
NO SCALE
1 2
NOTES
1. ROCK PROTECTION AT FLOW ENTRANCES MATERIAL PER SPECIFICATION SECTION 31 20 00.
2. EMBED ROCK PROTECTION BELOW TOP OF ADJACENT PLANTING SOIL OR MULCH TO REACH GRADES
SHOWN ON PLAN AND MAINTAIN POSITIVE FLOW TO BOTTOM OF PLANTER. ROCK PROTECTION PLACED
ON TOP OF MULCH WILL NOT BE ACCEPTED IF NOT DEPRESSED AS SHOWN.
ROCK CHANNEL AT FLOW ENTRANCE
L NO SCALE
3
F
1--� - E3 -
E3
_(E)SD _(E)SD (E)SID (E)SD_(E)SD_(E)SD
E3... __ �.
RIM 436.63
6"FL SW (IN) 427.86
15 -FL E (IN)= 427.82
B'FL S (IN)= 427.81
15 -FL N (OUT)= 427.80
STORMWATER LEGEND
VEGETATED STORMWATER RAIN GARDEN
DRAINAGE BASIN BOUNDARY
RUNOFF FLOW DIRECTION
SHEET NOTES
A. REFER TO SHEET C400 FOR SITE GRADING.
Aa ALTERNATE NOTES
Al. BASE BID: NO IMPROVEMENTS
ADD ALTERNATE 1: INCLUDE DOUBLE -CHAMBER CATCH BASIN AND
DOWNSTREAM PIPING TO EXISTING MANHOLE. INCLUDE TRENCHING
THROUGH AND RESTORATION OF EXISTING CURB AND ASPHALT
PAVEMENT.
4 I 5
O E)0
Al 5 SD DOUBLE CB 1 1 -(E)I
/9 RIM=
E66 6°FL NEE (OU
(OUT)= 433.39 CONST 6 S 17.5 LFO
S= 0.0100 FT T Al
N _ _
;DiM MH (E)SD �(E)SD
rRIM:436.63 (E)SD �(E)SD
(E)SD �2 D�(E)SD
/M MH
_ RIM:434.86
MAZZETTI
HGroup
aw �"
PRL
GI 14 AQ5 DIGITALLY SIGNED
wil&
�q
EXPIRES 12/91/22
Al 6 E3 RIM= 434.86 w
NEW 6"FL SW (IN)= 430.00
** EX 15 -FL S (IN)= 428.54
EX 15 -FL N (OUT)= 428.44
m (EJG
,NKI
F_ Z J
LU oC�
:.� LV z
( ---
�(E)E (E)E�(E)(E)E(E)® I E (E)E (E)E ELCii w W J L
I J
8 (E)w
� I VLTI�I I
m I Q
WMI ? It W LUL J W
m m Lu Q LL
Lu
�(E)will,
'i' w 137 CD Z H
0
e)WW�(E w LL o
CONSTRUCTION NOTES � � m M N N
O N
1. CONSTRUCT STORM DRAIN MANHOLE PER DETAIL 1/13600. PLAN SCALE MARK DATE DESCRIPTION
2. CONSTRUCT CLEANOUT PER DETAIL 2/13600. 0 10, 20'
3. CONSTRUCT OVERFLOW CATCH BASIN 3/13600.
4. CONSTRUCT STORMWATER FILTRATION RAIN GARDEN WITH 2" FREEBOARD, 6" SCALE: 1"= 10'
RESERVOIR DEPTH (TO TOP OF GROWING MEDIUM), 2' MINIMUM BOTTOM WIDTH,
311:1V SIDE SLOPES. INSTALL WITH PERFORATED PIPE SUBDRAINAGE SYSTEMS.
SIZING FACTOR FOR RAIN GARDENS TO BE 0.05. REFER TO DETAIL 1/13300
FOR TYPICAL SECTION.
5. INCLUDE CATCH BASIN IF OPTIONAL PARKING IS CONSTRUCTED. INSTALL
DOUBLE CHAMBER CATCH BASIN WITH KRI-STAR FILTER INSERT PER DETAIL
4/13600.
6. CONNECT TO EXISTING STORM DRAIN MANHOLE BY CORE DRILLING OVERSIZED
HOLE IN MANHOLE WALL AND INSTALLING NEW PIPE AND PIPE SEAL.
7. CONSTRUCT ROCK CHANNEL AT FLOW ENTRANCE PER DETAIL 2/13300.
B. CUT EXISTING PIPE 18" OUTSIDE NEW MANHOLE WALL AND EXTEND NEW PIPE
TO MANHOLE PIPE SEAL. INSTALL FLEXIBLE TRANSITION COUPLER AT
CONNECTION BETWEEN NEW AND EXISTING PIPE.
9. LOCATION AND DEPTH OF EXISTING 6"SD ARE UNKNOWN, AND ASSUMED BASED
ON RECORD INFORMATION. POTHOLE AT MANHOLE LOCATION AND VERIFY
LOCATION AND ELEVATION PRIOR TO ORDERING MANHOLE MATERIALS.
PROVIDE FINDINGS TO ENGINEER.
E1. EXISTING PUBLIC STORM DRAIN INFRASTRUCTURE TO REMAIN.
E2. EXISTING PUBLIC OPEN CHANNEL AND WETLANDS AREA.
E3. EXISTING PRIVATE STORM DRAIN INFRASTRUCTURE TO REMAIN.
E4. EXISTING NATURAL GAS TO REMAIN.
E5. EXISTING WATER TO REMAIN.
EGA. EXISTING UNDERGROUND POWER TO REMAIN.
E6B. EXISTING OVERHEAD ELECTRICAL TRANSMISSION UNES TO REMAIN.
6
ISSUE DATE: AUGUST 20, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: DWL
CHECKED BY: GTL
SITE STORM
DRAIN PLAN
C300
v
m
C
0
E
1 1 2 1 3 4 1 5 1 6
11 1 1 1 1 1 1 1 1 111 L1 I' --------
---------------------
- 1 1 1 1 1 1 1 1 1 1 aE ----------------------------
-
--- \
lililililil 1111 III x ,- ------
IiI'lllil lil'lilll------------------------- \ ' -
1 l l l l l I I E --------------- %� ------------- -- - - - -
F ��
-
111i1illlilll�l I
TYP3A/ =�
Illi hill I IIIx
I l l 11 1 1 1 1435.47 FG ME TYP
1 1 1 1 1 1434.55 FG ME 435.166 F� 3A ,,, PROPERTY LINE TYP. /------- \ \ x x
e�
_ 3A 2A �� ���
►---- _ _
IiI 1 i 11 � 1 11 1 l � ___ _- � �� 434.94 RIM(OF)_ �_ __ ___ __________________ __ ___ ___ �
l l l 11 11 1 1 1 11 1_ '- 435.42 FG ME--- -__
434.19 FG - - _ - _ TYP
__
434.44 BR - -
5 I
434.44 BRG - 1L-
11 I 1 11 1 11 1 1 11 11 1 ° TYP 3A �x�o 434.44 BRG ce '� 3A ---
1 Im a -- -
1 1 11 1 1 1 11 1 1 1 11 1 1 1 A o� 435 45 FG h' <<�- .. I I _ � TYP
x ��` -- -- -- -- -- -- ce x _ 436.50 FG/ME
I I
c
11 ill 1 A. o I ce - ----------------
1 1 �I 435.45 FG 436.07 FG M� 436.60 FG 437.09 FG m - --
11 435.95 FG - - --- _
"ice --- ----------------- -- ---------------------- ------------------------ --------------------------- 436.92 FG/ME �------ -- . ��yII /
3A 43700 FG ME
lllil'lil�lrli v x - - - -
---------- - --- i /-
-------------------� --- - �x`
1I I I I I I g 436.00 FG F TYP of z F \ F\ ce ��- I i`� t:, i -- --
I I I I 435.28 FG t ox \, \.., �.., \ 436.11 TP o.es% \ o.as% \\ F- 37.74 2 FG \ 437.72 FG 2-ts� ----- ------ ',1 ,\ I i -
435.52 FG ME ^ ' 2A `� TYP 2 436.59 TP _--_-
��/ TP s-v,d. G, B ,"' oesa -- ----------
435.45x �x-- --- �, \ I��
MH 435.49 TP x ;� IA -77
TYP TYP c,,F `' C I, x II
1 I I I I i 1 1 i I I 1 I' x Rf'a 438.4 `.c:,` 16 max`✓.., a.esz 437.22 TP '
of 111 / ce --
aI x-
11 1111 Il�l�le I I x M� �
a
4,60 `^ �o� � 437.22
435.78 TP .k> ;�s TYP 4 437.72 FG ` /�
� ��� � V
Q I I --
>�- -- -- -- -_ �� 437.60 TP 43 �I. J'��I IIII 11j111111 S �I
lllil lrlil 7.17 TP ME
x�-- -- --- --- --- --- --- --- -- - -- -- -- --- --- ^"',`'- --- --- --- - i' ///ma x 6� €�E� �0 i,lilillli�il� NI) �
Ib
Ix x436.78 TP A
1 1 436.34 TP 437.26 TP e 437.30 TP x�. -
435.88 FG ME F -- x 437.35 TP
1 16.4% 436.12 TP
1 1 1
1 1 11 1 1 1 1 1 1 1 1' 436.62 FG -- -- _
11 I 1 I I I 1 I I I li 1 � I it i 436.53 TP ' x
1 II 1 1 1111 I IIf
I � ,)I>
11111 III 1I� / �I w,'.' .; zs%
/ ce y9 %,`
11 111 I I I I I I� TYP �,. ? o T 1 1 i 1 i I/ i`,>lll 111 IIA
437.09 TP ME 11 11 xl t1 V111\ �1 t\V t1 �111t ,
437.25 TP
437.54 TP i TYP
438.30
436.61TPME
1 1 1 11 1 1 1 11 1 11 11 1 1 11 11, / .438..30 TP i' I / _ 1 �I 1 .111111 V111 `ze?.
x - 435.60 FG/ME I
/ 437.32rP
1 1 1 111 1 1 1 1 1 1 / 438.06
/ p\off - _
a '( 436.55 TP/ME
III 11 11 1 111 111 11 li 1 11 1 11 / ' x 1 ;% O 1 kac5a' t 1 111\1 1 1 11
11 1 11 111 1 1 11 1 1 I, / 437.56 TP% 1 437.88�TP; ^ 436.35 TP i 11 111 TYP`\I�111111111
/ 437.12 TP q
,438.00 TP 437.82 TP 111 2 x�-437. 8ce1 TP i\ !� I' I 111 I 2B \\\1\ `�11
1 1 1 1 11 11 1 1 1 11 1 1 436.68 TP 3.3% T`\ x q� `\ 1 11 1 TYP
F 3.3% / `x �� 437.82TP� Y N I V 1B �VtAVIAIIA'tAIIIt1t�
ljllI IiI Ili --- 437.38 TP � x' .,<.,.` i j 3 1tt 1.437.06 TP ME �if I ttt Itt�� 1; \Its to t1AtA\�I ttA ti.
l 1111111 Ili - F R__R1_R__R��-R--R R--p--s- e--s-_,q ��
01
I II I II 1� y
/e ce 1111 437.53 TP 2sz YTI 4371.06 TP/ME i i1 \\V 111 11111 \\VAt\�A���\ht 11
11 i
1 1 1 1 1 1 I 436.96 TP 1 x VAA1\1V1 1V1A 1AaP
1 437.44 TP x,t 1 ' t 6 1 x 1A1 1 111\1 I
1 1 1 1 1 1 1 1 1 z.e% z.a% e/ �n 1 x 1 i ' 1 x \\ 1 1 x 1A1�1 1 1 11A\1
1
11 11 l 1 TYP 2B _. 11 437.74 TP x t1 ____ol /F, I V 1 1 1�A1\1��1�11A11A11 ` c
1 1 F - o _ o ' t x A� t o 1
rtce
I 1 1 I IiI � I Ii I � li I I TYP a��x i 437.06 TP/ME
1B --- --- ---- --- --- ---- ---- V' S TP
437.36 TP
437.7
(�i)Q"W�-i--(E)OHw I Eo 'i� ---- --i - - ------�`. --- �.,., \`...,.''� \Y`� .,TYP qtl ttA �\�\I\ilil��lllie 'x
-y --O Hw (E)oH�'ir-i )orlw- - , `�1� TYP 437.34 FG --- "a' ...lA TYP �::.,.. 437.13 TP -�?' is�\II11111-_
437.56 TPN (E)oHw-(E)oHw ( 437.47 TP _ 1B ' ` 437.34 TP ---- -- - - - 2A TYP 436.96 FG 437 63 FG 1B TYP�\g
1 1 11 1 1 11 1 11 III \ 125`0%i 437.24 TP% off a E)oHw `-_._ _ .a%- -- -- 437.13 FG - - -, �3� 437.10 iP ME 436.00 FG/ME
1111
1 1 III 11 \\ 436.62 FG ME /� F oHw -- -- F- -- - _ os% � % TP/ME�\�
A 436.70 FG ME --- ---- --- - ----- ---- ---- -- ---- -- -- -- -_ .ate - 0 5% oHN -_ 437.29 TP ME `� x
1 437.44 FG/ME x ��� 436.46 BRG 436.46 BRG -------------� - - (E)oHw- Hw O r 43578 TP
1 1 \ --- - 438.06 FG 437.97 FG 437.46 TP (E)orlw 436.02 ` \
�, 2B `� A -- - 436.46 BRG-- o I 437.90 FG I 43782 FG "�:?-(E)oH.. (E)oHw-(E r l _
x6 437.53 FG ME 437.40 FG ME. t- EoHw-
l l III 11 1 1 1 1 li i �' x�i 437.47 FG/ME
11111 11111111 h � � 1
ll IlIl1 Ili 1 i
��III��ililix �° i �-�\
5
jli I III Ill IiI 111 1 11 11 �� ������ vvv
/ A
�11I11I111 -1 S3 A\ x
&figvNI (e)e-(�e�(E7E -- - �
11 I II 11 11 li a��� l /r1� I o-(E)E�rEM 1
II
-
��IIIIIIi11iI1
x
I �
SITE GRADING PLAN
F
-- ----- - ,' ---- �1'. _ - oHw- - E o E)oHw-L\E1 E) P ��
-- - n,- --- - - ---
437.27 FG ME TYP ce -.,.� -- - - - ) H- )oHw(E) _�(E)OHw-�
436.21 FG 437.13 FG ME _ 437.35 TP ME I -/ -
�� 438.98 RIM OF �� 437.32 TP FG ME
11TYP �Q <e 2B
/
I
it I
I
II II
I
i 439.39 TP RIM �
�� .w435.68 FG ME
x 437a
k
435.63 TP/ME i
x RM:4,17.89- fIl➢
i
I
i/ UIILCB----------------- _ �� 1 �M H
RIM :136. 63
M MH
-- - / -- --
RIM:434.86 /
11 I 11 1 11 / E CSM MH V - - -- -- -/-
1 1 1
RIM -436.82 1 \ / /
_ V
3
SHEET NOTES
A. REFER TO SHEET C600 FOR GENERAL NOTES AND LEGENDS.
B. TOP OF CURB ELEVATIONS ARE 6" HIGHER THAN ADJACENT TOP OF PAVING
ELEVATIONS UNLESS OTHERWISE NOTED.
C. APPROXIMATE CUT/FILL VOLUMES: CUT = 55 CUBIC YARDS
FILL = 405 CUBIC YARDS
O CONSTRUCTION NOTES
1A .BENCH ADJACENT TO RAIN GARDEN: CONSTRUCT 6" WIDE LEVEL BENCH
BEHIND CURB WITH FINISHED GRADE AT 6" BELOW TOP OF CURB.
16 . BENCH ADJACENT TO CURB, UNLESS OTHERWISE NOTED: CONSTRUCT 6" WIDE
LEVEL BENCH BEHIND CURB WITH FINISHED GRADE FLUSH WITH TOP OF CURB.
2A .RAIN GARDEN SIDE SLOPE: CONSTRUCT 3H:1V MAX SIDE SLOPE.
2B .SLOPE TO MATCH EXISTING GRADE: CONSTRUCT UNIFORM SLOPE FROM BENCH
AT CURB TO MATCH EXISTING GRADE.
3A .FIELD VERIFY EXISTING GRADES AT LIMITS OF GRADING PRIOR TO
CONSTRUCTION (AFTER CLEARING VEGETATION). PROVIDE MARKUPS TO
GRADING PLAN SHOWING DEVIATIONS FROM PLAN. IDENTIFY LOW POINTS NOT
SHOWN ON PLAN. EXISTING GRADES ARE APPROXIMATE AND BASED ON
LIMITED SURVEY DATA.
4 . HOLD GRADE WITHIN PLANT BED FLUSH WITH TOP OF CURB. RAISE GRADE AT
MID POINT(S) OF PLANTER TO PROVIDE POSITIVE SLOPE (2% MIN) TO CURB
AROUND PERIMETER. PROVIDE SMOOTH, ROUNDED GRADE TRANSITIONS.
4 I 5
moll ----N --4w-
PLAN SCALE
SCALE: 1`- 10'
GRADING PLAN LEGEND
0
MAZZETTI
HEGroup
ew�xmsemo
S��ED PBOfF,�
Q5 745 2PE
Q 74512PE
DIGITALLY SIGNED
wil&
�q
EXPIRES 12/91/22
EXISTING SPOT ELEVATION
'`456.25
PROPOSED SPOT ELEVATION
TCONC
--------
GRADE BREAK UNE
-R - -R - -R - -
GRADING RIDGE LINE
BRG
BOTTOM OF STORMWATER RAIN GARDEN ELEVATION
(TOP OF MULCH)
EX
EXISTING
FL
TOP OF PAVEMENT ELEVATION AT GUTTER FLOWLINE
FG
FINISHED GRADE (LANDSCAPE AREAS)
ME
MATCH EXISTING
RIM
RIM ELEVATION
TC
TOP OF CURB ELEVATION
TP
TOP OF PAVEMENT ELEVATION
TW
TOP OF WALK ELEVATION
0
MAZZETTI
HEGroup
ew�xmsemo
S��ED PBOfF,�
Q5 745 2PE
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DIGITALLY SIGNED
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EXPIRES 12/91/22
MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 20, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: DWL
CHECKED BY: GTL
SITE GRADING
PLAN
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MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 20, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: DWL
CHECKED BY: GTL
SITE GRADING
PLAN
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SHEET NOTES
A. REFER TO SHEET 0600 FOR GENERAL NOTES AND LEGENDS.
B. DEMOLISH SITE ELEMENTS WITHIN THE LIMITS OF PROPOSED IMPROVEMENTS.
DEMOLITION TO INCLUDE THE FOLLOWING, UNLESS OTHERWISE NOTED: ASPHALT
PAVING, PLANTINGS, ORGANIC MATERIAL/PLANTING SOILS, AND OTHER SITE
FEATURES DISPLACED BY PROPOSED IMPROVEMENTS. SALVAGE IMPACTED SIGNS
AND SIGN POSTS TO THE OWNER. INCLUDE AN ALLOWANCE TO REINSTALL
IMPACTED SIGNS AT OWNER'S DIRECTION.
C. REFER TO LANDSCAPE PLANS FOR RELOCATION OF EXISTING BOULDERS ON—SITE.
O CONSTRUCTION NOTES
1A. CONSTRUCT STANDARD CURB & GUTTER PER DETAIL 1/C501.
1B. CONSTRUCT THICKENED CURB AND GUTTER PER DETAIL 1/C501.
2. CONSTRUCT FULL DEPTH CURB PER DETAIL 2/C501.
3. CONSTRUCT CURB OPENING PER DETAIL 3/Q5QL
4. INSTALL PRECAST CONCRETE WHEELSTOP PER DETAIL 4/Ml.
5. SAWCUT AND REPAIR PAVEMENT PER DETAIL 5/=1.
6A. INSTALL 4" WIDE PAINTED PARKING STALL STRIPING, WHITE COLOR . REFER TO SHEET
C700 FOR LAYOUT.
6B. INSTALL PAINTED DIRECTIONAL ARROW PER DETAIL 6/C501. REFER TO SHEET C700
FOR LAYOUT.
6C. INSTALL "COMPACT" PAVEMENT MARKINGS AT ALL NEW PARKING SPACES. USE
STANDARD STENCIL MATCHING TEXT HEIGHT, OVERALL WIDTH, AND STYLE OF EXISTING
"COMPACT" PAVEMENT MARKINGS ELSEWHERE ON THE SITE. MARKINGS SHALL BE
CENTERED IN THE PARKING STALL, WITH THE BOTTOM EDGE OF THE TEXT EVEN WITH
THE END OF THE SHORT—SIDE STRIPE AS SHOWN IN PLAN.
7. ASSUMED APPROXIMATE LIMITS OF EXISTING GRANULAR MATERIAL. REFER TO
SPECIFICATION SECTION 31 20 00 FOR POTHOUNG REQUIREMENTS TO DETERMINE
EXTENTS OF FILL AND APPLICABLE UNIT PRICES.
8A. TERMINATE CURB WITH 2H:iV BEVEL AT END OF CURB.
8B. CONNECT NEW CURB TO EXISTING CURB.
9. REMOVE AND REPLACE EXISTING CHAIN LINK FENCE WITH NEW CHAIN LINK FENCE AT
LOCATION SHOWN ON SHEET C700. PROVIDE NEW FENCE SYSTEM, CORNER BRACING,
AND FOUNDATIONS TO MATCH EXISTING CONDITIONS.
10A. EXISTING SIGN TO REMAIN. PROTECT IN PLACE.
10B. EXISTING SIGN TO BE SALVAGED TO OWNER. REFER TO SHEET NOTE B.
Au ALTERNATE NOTES
Al. BASE BID: NO IMPROVEMENTS
ADD ALTERNATE 1: ALTERNATE 1, INCLUDE DEMOUT10N OF EXISTING
CURB AND LANDSCAPING, FENCE RELOCATION, ASPHALT PAVEMENT,
FULL—DEPTH CURB, AND STRIPING FOR THREE PARALLEL PARKING
STALLS.
0
Mir
km
0
PAVEMENTLEGEND
205-067
DRAWN BY:
DWL
TYPE 1 VEHICULAR ASPHALT PAVEMENT SECTION
GTL
FOR AREAS UNDERLAIN BY 12" MINIMUM EXISTING GRANULAR FILL
O
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3" LIFT 'J¢" DENSE' AC PAVEMENT OVER
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FOR AREAS UNDERLAIN BY LESS THAN 12" EXISTING GRANULAR FILL
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PAVEMENTLEGEND
205-067
DRAWN BY:
DWL
TYPE 1 VEHICULAR ASPHALT PAVEMENT SECTION
GTL
FOR AREAS UNDERLAIN BY 12" MINIMUM EXISTING GRANULAR FILL
O
x
x-
3" LIFT 'J¢" DENSE' AC PAVEMENT OVER
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FOR AREAS UNDERLAIN BY LESS THAN 12" EXISTING GRANULAR FILL
3" LIFT IV DENSE' AC PAVEMENT OVER
PAVEMENTLEGEND
205-067
DRAWN BY:
DWL
TYPE 1 VEHICULAR ASPHALT PAVEMENT SECTION
GTL
FOR AREAS UNDERLAIN BY 12" MINIMUM EXISTING GRANULAR FILL
O
3" LIFT 'J¢" DENSE' AC PAVEMENT OVER
I—
6" MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER
GEOTEXTILE OVER
12" MIN EXISTING GRANULAR FILL MATERIAL
TYPE 2 VEHICULAR ASPHALT PAVEMENT SECTION
FOR AREAS UNDERLAIN BY LESS THAN 12" EXISTING GRANULAR FILL
3" LIFT IV DENSE' AC PAVEMENT OVER
12" MIN DEPTH 3/4"-0 CRUSHED ROCK BASE OVER
ti
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GEOTEXTILE OVER
APPROVED SUBGRADE
BEGINNING OR END OF CURB TYPE
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SCALE: I"= 10'
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EXPIRES 12/91/22
MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 20, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO:
205-067
DRAWN BY:
DWL
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MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 20, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO:
205-067
DRAWN BY:
DWL
CHECKED BY:
GTL
SITE PAVING
PLAN
C500
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THICKENED CURB AND GUTTER
JOINT — SEE NOTE 1 + RAD
TYP
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B
CURB BACKFILL AND
SURFACE TREATMENT a
AS PER PLANS
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ROCK BASE
STANDARD CURB AND GUTTER
NOTES
1. EXPANSION JOINTS IN NON -EXTRUDED CURB/GUTTER. CONTRACTION JOINTS IN
EXTRUDED CURB/GUTTER.
2. EXPANSION JOINTS SHALL BE PLACED EVERY 15' IN NON -EXTRUDED CURB AND
GUTTER. CONTRACTION JOINTS SHALL MATCH SIDEWALK CONTRACTION JOINTS.
1 CURB AND GUTTER
NO SCALE
ALTERNATE SAWCUT (SEE NOTE 6)
PAVEMENT
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SURFACE TREATMENT I 9. ROCK BASE
PER PLANS .
NOTES
1. ADJUST STANDARD 6° CURB HEIGHT FROM STANDARD HEIGHT WHERE SHOWN ON
GRADING PLAN.
2. CONSTRUCT CONTRACTION JOINTS AT 15' MAX SPACING. CONTRACTION JOINTS SHALL
MATCH SIDEWALK CONTRACTION JOINTS. CONSTRUCT EXPANSION JOINTS (WITH FULL
DEPTH %' EXPANSION FILLER) AT 100' MAX SPACING AND AT POINTS OF TANGENCY.
3. WHERE BACK OF CURBS ARE EXPOSED, APPLY SAME FINISH AS TOP AND FACE OF
CURB.
2 FULL DEPTH CURB
NO SCALE
UNE PRIOR TO PLACEMENT
OF NEW PAVEMENT. SEAL
JOINT
SAWCUT UNE
SUBGRADE
STANDARD SECTION (NO CURB)
LINE PRIOR TO PLACEMENT
OF NEW PAVEMENT. SEAL
JOINT
PAVEMENT
ROCK BASE
ROCK BASE AFTER
FINAL SAWCUT
,Tf•T7
GRADING PLAN
SECTION A -A
2
��I • '^ J 16
STANDARD SECTION (CURB)
NOTES
1. FINAL SAWCUT TO BE MADE IMMEDIATELY BEFORE NEW PAVEMENT IS PLACED. DO NOT PERFORM FINAL SAWCUT UNTIL AFTER EXISTING AC PAVEMENT HAS BEEN REMOVED AND RECOMPACT10N OR OTHER
CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED TO PREPARE FOR NEW PAVEMENT.
2. ONCE FINAL SAWCUT IS MADE, DO NOT TRAFFIC WITH CONSTRUCTION EQUIPMENT OR OTHERWISE ROLL, CRACK, OR MAR THE SAWCUT EDGE. IF FINAL SAWCUT BECOMES DAMAGED, A NEW FINAL SAWCUT
SHALL BE MADE AND ADDITIONAL AC PAVEMENT PLACED AT THE CONTRACTOR'S EXPENSE TO PROVIDE A SUITABLE PAVEMENT EDGE PER NOTE 5 BELOW.
3. USE A MINIMUM 12` OVERLAP BETWEEN INITIAL AND FINAL SAWCUTS. INCREASE OVERLAP, AS NEEDED, IF INITIAL SAWCUT EDGE IS DAMAGED, ROLLED, OR CRACKED BEYOND 12' DURING CONSTRUCTION.
4. IF NEW EDGE OF PAVEMENT IS LESS THAN 2' FROM ANOTHER PATCH EDGE, CURB, EDGE OF PAVEMENT, OR CENTERLINE OF VEHICULAR TRAVEL LANE, EXTEND PAVEMENT REPLACEMENT TO THAT FEATURE.
IF MULTIPLE PATCH EDGES UE WITHIN THIS 2' ZONE, REPLACE PAVEMENT TO THE FURTHERMOST ONE.
5. FINAL SAWCUT JOINT TO BE STRAIGHT, UNRAVELED EDGE, PROVIDING SMOOTH TRANSITION BETWEEN NEW AND EXISTING SURFACES. APPLY FULL DEPTH TACK COAT ALONG CUT UNE PRIOR TO PLACEMENT
OF NEW PAVEMENT AND SEAL JOINT AFTER PAVEMENT PLACEMENT AS SPECIFIED.
6. ALTERNATE SAWCUT SECTION APPROVED ONLY AT LOCATIONS DIRECTED IN THE FIELD BY THE ENGINEER. BIDDING TO BE BASED ON STANDARD SECTIONS.
SAWCUT SECTION
NO SCALE
PLAN
SECTION B -B
NOTES
1. REFER TO GRADING PLANS FOR CURB OPENING LOCATIONS.
3 CURB OPENING
NO SCALE
GRADING PLAN
LEFT TURN RIGHT TURN
ON HORIZONTAL
LAYOUT PLAN
NOTES:
1. ALL TRAFFIC FLOW ARROWS ARE TO BE PAINTED REFLECTIVE WHITE.
2. DIRECTIONAL ARROW DIMENSIONS TO CONFORM TO THE 2004 EDITION OF
THE FEDERAL HIGHWAY ADMINISTRATION'S STANDARD HIGHWAY SIGNS.
6 DIRECTIONAL ARROWS
NO SCALE
2 I 3 4
5
SECTION
5
PRECAST
4 CONCRETE WHEEL STOP
NO SCALE
0
0
MAZZETTI
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DIGITALLY SIGNED
wil&
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EXPIRES 12/91/22
MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 2D, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: OWL
CHECKED BY: GTL
SITE PAVING
DETAILS
C501
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MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 2D, 2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: OWL
CHECKED BY: GTL
SITE PAVING
DETAILS
C501
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GENERAL NOTES:
1. EXISTING TOPOGRAPHIC INFORMATION: FROM SURVEY PREPARED BY BRANCH ENGINEERING Inc,
TITLED "EXISTING CONDITIONS SURVEY - WALMART NEIGHBORHOOD MARKET". DATED 5/24/21.
2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS
PRIOR TO CONSTRUCTION. ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT
SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTORS EXPENSE. THE
MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR
SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150.
3. LOCATIONS OF EXISTING UTILITIES ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT
GUARANTEED TO BE COMPLETE AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE LOCATION OF EXISTING UTILITIES.
4. PRIOR TO CONSTRUCTION, POTHOLE AND VERIFY LOCATION AND ELEVATION OF EXISTING STORM
UTILITIES AT CONNECTION POINT(S) SHOWN ON PLANS, AND OF OTHER UTILITIES AT CROSSINGS
WITH NEW UTILITIES. NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN PLANS AND FIELD
CONDITIONS.
5. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY PRIOR TO EXCAVATING, BORING, OR
POTHOLING. ATTENTION: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED
BY THE OREGON UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN O.A.R.
952-001-0010 - 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY
CALLING THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION
CENTER IS 1-800-332-2344)
6. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH REQUIREMENTS
AND SPECIFICATIONS OF ANY RESPECTIVE UTILITY COMPANY FOR UTILITIES TO BE CUT, MOVED,
RELOCATED, OR RE -CONNECTED TO AN EXISTING FACILITY.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTILITY COMPANY INSTALLING
UTILITIES ON SITE. CONSTRUCTION OF OTHER UTILITIES MAY OCCUR AT SAME TIME ON SITE.
8. QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING LENGTHS. ACTUAL QUANTITIES MAY
VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT OF SYSTEM.
9. CONTRACTOR SHALL PROVIDE AND INSTALL FITTINGS AS REQUIRED TO COMPLETE PIPE
CONNECTIONS AND TRANSITIONS PER PLAN, AND TO CONFORM TO TRENCHING REQUIREMENTS AND
SITE GRADES.
10. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. ACTUAL
QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES NEEDED FOR LAYOUT SHOWN.
11. MANHOLE AND CLEANOUT RIM ELEVATIONS ARE APPROXIMATE. FINAL ELEVATIONS MAY VARY AND
SHALL MATCH FINISHED ELEVATIONS OF ADJACENT SURFACES.
12. TRACER WIRE SHALL ENTER ALL MANHOLE, CATCH BASIN, INLET, CLEANOUT, AND VALVE BOX
STRUCTURES. EXTEND TRACER WIRE INTO STRUCTURE FAR ENOUGH TO PROVIDE ADEQUATE FREE
WIRE TO EXTEND END OF WIRE 24" ABOVE/OUTSIDE OF STRUCTURE TO FACILITATE TESTING. COIL
AND SECURE TRACER WIRE WITHIN EASY REACH OF STRUCTURE OPENING. VERIFY WIRE IS CLEAR
OF ALL FILL MATERIAL IN CLEANOUT AND VALVE BOX STRUCTURES.
13. ALL STORM DRAIN LATERAL CONNECTIONS TO BE CONSTRUCTED USING WYE FITTINGS OR
MANHOLES. HORIZONTAL BENDS SHALL BE MADE USING FITTINGS WITH MAXIMUM 45' BEND.
14. CAP AND MARK ALL STORM PIPE ENDS WITH A 2%4" BOARD STUCK IN GROUND. END OF BOARD
SHALL BE PAINTED WHITE AND EXTEND MINIMUM 18" ABOVE GROUND SURFACE.
15. REFER TO SHEETS CE100 , CEM AND CE102 EROSION CONTROL PLAN, FOR EROSION SEDIMENT
CONTROL MEASURES AND ADDITIONAL CONSTRUCTION REQUIREMENTS.
E
°a
SEE NOTE 3
ROCK IN PAVED,
SIDEWALK, OR
TRAFFIC AREAS
io
TREATMENT
SEE NOTE 3
IN LANDSCAPED AREAS.
NOTES
1. WATER LINES THAT PARALLEL SANITARY SEWER LINES SHALL BE LOCATED A MINIMUM OF 12" ABOVE
SEWER LINES, WHERE SERVICES ARE NOT HORIZONTALLY SEPARATED BY 10'.
2. WITHIN 5' OF A BUILDING STRUCTURE, BUILDING CODE APPROVED PIPE MATERIAL AND V-0
CRUSHED ROCK BACKFILL SHALL BE USED.
3. IN AREAS OUTSIDE OF PROPOSED IMPROVEMENTS, SAWCUT, REMOVE AND REPAIR EXISTING
SURFACES TO MATCH EXISTING ASPHALT, CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT
RECEIVE NEW IMPROVEMENTS. PROVIDE 4" MIN DEPTH ASPHALT PAVEMENT, 4" MIN DEPTH
CONCRETE PAVEMENT, OR MATCH EXISTING PAVEMENT DEPTH, WHICHEVER IS GREATER.
4. INSTALL TRACER WIRE ON ANY PIPELINES) CONSTRUCTED OF NON-METALLIC PIPE MATERIAL
5. BACKFILL WITH CDF WHERE COMPACTION WITH CRUSHED ROCK BACKFILL CANNOT BE ACHIEVED.
NU ILS
1. TRACER WIRE: WIRE SHALL ENTER STRUCTURE UNDER RISER AND DIRECTLY ABOVE THE
PIPE THAT WIRE IS TRACING. PROVIDE ENOUGH FREE WIRE TO EXTEND 24" ABOVE TOP OF
MANHOLE COVER TO FACILITATE TESTING. COIL WIRE AND SECURE WITH NON -CORROSIVE
FASTENER 2" UNDER FRAME.
2. BACKFILL AROUND BASE SECTION USING CRUSHED ROCK.
3. SIZE AS NEEDED TO ACCOMMODATE PIPE SIZE AND INSTALLATION LOCATIONS/ANGLES, 48"
MIN.
4. USE FLAT -TOP MANHOLE WITH 2' SUMP WHERE DISTANCE BETWEEN RIM AND PIPE CROWN
IS 3X2' OR LESS.
5. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF BASE SECTION.
6. INSTALL SEAL AS SPECIFIED BETWEEN MANHOLE AND PIPE TO FORM A WATER TIGHT SEAL.
PIPES TO BE TRIMMED FLUSH WITH MANHOLE INTERIOR WALL GROUT BETWEEN TRIMMED
PIPE AND MANHOLE INTERIOR WALL, AS REQ'D, TO PROVIDE A SMOOTH TRANSITION.
7. MAINTAIN 12" CLEAR BETWEEN PIPE PENETRATIONS AT INSIDE OF MANHOLE. MAINTAIN 8"
CLEAR BETWEEN PIPE PENETRATION AND MANHOLE JOINT.
8. USE ECCENTRIC CONE OR FLAT TOP. ROTATE COVER AS SHOWN IN PLAN.
9. INSTALL A FLEXIBLE PIPE JOINT WITH FLEXIBLE TRANSITION COUPLER 18" FROM OUTSIDE OF
MANHOLE WALL.
STANDARD
1 STORM DRAIN MANHOLE
NO SCALE
TYPICAL
TRENCHING & BACKFILL SECTION
SET TO MATCH
FINISHED GRADE
SEE NOTE 5
NO SCALE
YL- MIN
2"
MIN PAVING C
MI4" N SURFACE
I II. CONCRETE PA
CENTERED IN
AREAS ONLY)
PROVIDE
BETWEEN CI
AND RISER
IN
CLEANOUTSSEor 45 BEND
., or
3
2
5
0
CIVIL SYMBOLS AND ABBREVIATIONS LIST
SYMBOL
ABBR.
DESCRIPTION
SYMBOL
ABBR.
DESCRIPTION
ABBR.
DESCRIPTION
ABBR.
DESCRIPTION
12"SD
SO
STORM DRAIN
0
MH
MANHOLE STRUCTURE
AC
ASPHALT CONCRETE
PC
POINT OF CURVE
8"SS
SS
SANITARY SEWER
I]
CB
SINGLE CHAMBER CATCH BASIN
BLDG
BUILDING
PCC
PORTLAND CEMENT CONCRETE
4"W
W
DOMESTIC WATER
En
DCCB
DOUBLE CHAMBER CATCH BASIN
BMP
BEST MANAGEMENT PRACTICE
PL
PROPERTY LINE
6"F
F
FIRE SERVICE
®
Cl
CURB INLET
CCP
COMPOUND CURVATURE POINT
PRC
POINT OF REVERSE CURVATURE
AD AD
4"FDC
FDC
FIRE DEPARTMENT CONNECTION
0 El
AD
AREA DRAIN (ROUND OR SQUARE)
CL
CENTERLINE
PT
POINT OF TANGENCY
DD
-5P sP 2"SP-sP sP
SP
BFP VAULT SUMP PUMP DISCHARGE LINE
0
DD
DECK DRAIN
CONC
CONCRETE
PILE
PUBLIC UTILITY EASEMENT
-
FLOW DIRECTION ARROW
TD
TRENCH DRAIN CONNECTION/CATCH BASIN
CONST
CONSTRUCT
PVMT
PAVEMENT
c0
c s
G
NATURAL GAS SERVICE
0
CO
STANDARD CLEANOUT
DC
DOUBLE CHECK (BFP)
R=
RADIUS=
VC0
- -Is - - - is - -
is
IRRIGATION SLEEVE
0
VCO
VERTICAL DROP CLEANOUT
DCD
DOUBLE CHECK DETECTOR (BFP)
RIM
STRUCTURE RIM ELEVATION
BW
-IRR-IRR-IRR
IRRIGATION LINE
BWV
BACKWATER VALVE
DI
DUCTILE IRON PIPE MATERIAL
RP
REDUCED PRESSURE
C/G
CURB or CURB/GUTTER
-
PIPE TERMINATION (PLUG & MARK)
DIA
DIAMETER
RPDC
REDUCED PRESSURE DOUBLE CHECK
- -
-
DITCH FLOWLNE
'
BFP
BACKFLOW PREVENTER & VAULT
ELEV
ELEVATION
RT
(BFP DEVICE)
RIGHT
- LMT -
LMT
LIMITS OF CONSTRUCTION
®
M
DOMESTIC METER
ESC
EROSION SEDIMENTATION CONTROL
S=
SLOPE=
SC
PAVEMENT REMOVAL SAWCUT LINE
GV
GATE VALVE (WITH VALVE BOX)
EX
EXISTING
SCH
SCHEDULE
DET
DETAIL REFERENCE -
N
CV
CHECK VALVE (WITH DIRECTION OF FLOW)
FEE
FINISHED FLOOR ELEVATION
SHT
SHEET
10
G
DETAIL # OVER SHEET #
PI
SO
DG
PI
POST INDICATOR FIRE SERVICE VALVE
FL
FLOWLINE
STD
STANDARD
BO
-
CONSTRUCTION NOTE WITH
BO
BLOW -OFF VALVE ASSY
FS
FINISHED SURFACE ELEVATION
SW
SIDEWALK
REFERENCE NUMBER
(LANDSCAPE AREAS)
FH
FIRE HYDRANT ASSY
HMAC
HOT MIX ASPHALT CONCRETE
TC
TOP OF CURB ELEVATION
A
_
SECTION REFERENCE -
b 'F3'
FDC
FIRE DEPT CONNECTION (SINGLE/SIAMESE)
LF
LINEAR FEET
TP
TOP OF PAVEMENT ELEVATION
SO
SECTION # OVER SHEET #
b„
HB
HOSE BIBB OR FAUCET
MAX
MAXIMUM
TW
TOP OF WALK ELEVATION
-
PIPE TERMINATION (PLUG & MARK)
ME
MATCH EXISTING
TWALL
TOP OF WALL ELEVATION
MIN
MINIMUM
TYP
TYPICAL
(425.62)
ASSUMED TOP OF CURB ELEVATION AT
LOWERED SIDEWALK RAMP/DRIVEWAY
(EXTENSION I I LENGTH AS REQD
SEE NOTE 2
'T FOR TW-
OWAY
�CLEANOUTS
UTILITY MAIN PIPE
EXTENSION AS READ
SEE PLAN FOR PIPE
WYE LOCATION, DIA AND
SLOPE
PIPE END
IU MAIN - 3ILL3 YLR VERTICAL LOCATION AS
PLAN SHOWN ON PLANS
NOTES
1. TRACER WIRE SHALL ENTER STRUCTURE WITH RISER PIPE. PROVIDE ENOUGH FREE WIRE TO
EXTEND 24" ABOVE FINISHED GRADE TO FACILITATE TESTING. VERIFY FREE END OF WIRE
IS WITHIN EASY REACH OF OPENING IN TOP SECTION.
2. RISER PIPE SIZE:
4", 6", AND 8" DIA MAIN - SIZE OF MAINLINE PIPE.
10" DIA AND LARGER MAIN - 6" DIA RISER PIPE.
3. ADJUST END OF RISER PIPE TO MAINTAIN 3" MIN AND 6" MAX CLEARANCE BETWEEN END
PIPE AND BOTTOM OF VALVE BOX LID.
4. UTILIZE POOL DECK CLEANOUT FRAME AND COVER FOR CLEANOUTS LOCATED IN CONCRETE
PAVING.
E
CLEANOUT2 (CO)O
NO SCALE
3
ROCK BASE
NOTES
1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE
FREE WIRE TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND
SECURE WITH NON -CORROSIVE FASTENER 2" UNDER FRAME.
OVERFLOW CATCH BASIN (OFCB)
2
NO SCALE
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iCTILE IRON SCHEDULE AISSUE:
D, OR C900 PVC PIPE CHAMBERS WITH CONSTRUCTION DOCUMENTS
AND FITTINGS SUMP
4" MIN COMPACTED '.... PROJECT NO: 205-067
NOTES CRUSHED ROCK DRAWN BY: DWL
1. TRACER WIRE SHALL ENTER STRUCTURE AT PIPE INLET OR OUTLET. PROVIDE ADEQUATE FREE WIRE CHECKED BY: GTL
TO EXTEND 24" ABOVE TOP OF GRATE TO FACILITATE TESTING. COIL WIRE AND SECURE WITH
NON -CORROSIVE FASTENER 2" UNDER FRAME.
2. LOCATION SPECIFIED ON PLAN INDICATES CENTER OF GRATED SECTION OF BASIN, FACE OF CURB AT CIVIL GENERAL
CENTER OF GRATED SECTION, OR INTERSECTION BETWEEN FACE OF CURBS, AS INDICATED ON ON �+
PLAN. STRUCTURE SHALL BE ALIGNED WITH ADJACENT CONCRETE WORK AND CURBS. CONTRACTOR NOTES,LEGENDS
TO COORDINATE LAYOUT OF BASIN WITH CONCRETE WORK AND AFFECTED TRADES TO ENSURE
PROPER ALIGNMENT.
3. ALL STRUCTURES SHALL BE PROVIDED WITH HEAVY DUTY GRATE WITH BICYCLE BARS EXCEPT AND DETAILS
AIL
STRUCTURES INDICATED ON PLANS REQUIRING ADA -APPROVED GRATE.
4. OUTLET LOCATION SHALL BE IN ACCORDANCE WITH CATCH BASIN ORIENTATION AS SHOWN ON PLANS.
5. SOLID PLATE LID SHALL BE TEXTURED FOR SLIP RESISTANCE.
DOUBLE CHAMBER CATCH BASIN DCCB
NO SCALE C 6 0 0
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M1017 M1018 M1019
M10200
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158 150-R M1042 i M1074 �I
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HORIZONTAL LAYOUT LEGEND
SYMBOL
DESCRIPTION
®—CP 10
HORIZONTAL CONTROL POINT
99
HORIZONTAL LAYOUT POINT
302-R
HORIZONTAL RADIUS POINT
M1s6o
PAVEMENT MARKING POINT
DIRECT ARROW
DIRECTIONAL ARROW
ES
END OF STRIPE
FENCE
FENCE LAYOUT POINT. REFER TO SHEET C500.
GB
GRADE BREAK PER SHEET 0400
PC
POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVE
PRC
POINT OF REVERSE CURVATURE
PINT
POINT
PT
POINT OF TANGENCY
PVMT
PAVEMENT
RAD OR RAD PNT
RADIUS OR RADIUS POINT
RG BOTTOM
BOTTOM OF RAIN GARDEN
RG TOP
TOP OF RAIN GARDEN
SHEET NOTES
1. REFER TO SHEET 0500 FOR LEGENDS AND GENERAL NOTES.
2. REFER TO SHEET Q QQ FOR SITE MATERIALS, PAVING, SIGNAGE, STRIPING, AND
ASSOCIATED SECTIONS.
3. PARKING STALLS SHALL BE SPACED EQUAL DISTANCE BETWEEN END OF STRIPE
POINTS SHOWN HEREON. FOR ALL PARKING STALL STRIPING, EXTEND STRIPE
FROM "STRIPE END" POINT TO CURB OR GUTTER FACE AT THE ANGLE INDICATED
IN PLAN.
r7VCONSTRUCTION NOTES
1. CONCRETE WHEELSTOPS: CENTER WHEELSTOP IN PARKING BAY, DISTANCE FROM
FACE OF CURB OR STRIPE AS SHOWN.
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GROSS FLOOR AREA: 37,857 SF
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HORIZONTAL
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TABLES
C701
FI
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1
(4)RHA PUR
(12) COR KEL
(16) HOL DIS
(45)C0R SER
3
Space between screening planting and
project limit is leftyo�p�� to facilitate
mowing/remedialOt of encroaching
blackberries.
Eld
Code
Botanical
Common
Cont
Cal
Remarks
205-067
ACE RUB
Acer rubrum 'Franksred' TM
Red Sunset Red Maple
B&B or Cont.
2"Cal
Evenly branched, matching
*
RHA PUR
Rhamnus purshiana
LWARO00I
B&B or Cont.
2"Cal
Evenly branched, matching
24" o.c.
ULM GLA
Ulmus glabra'Camperdownii'
Camperdown Elm
B&B or Cont.
2"Cal
Evenly branched, matching
#3
ZELSER
Zelkova serrata Green Vase'
Green Vase Sawleaf Zelkova
B&B or Cont.
2"Cal
4
"F
f ES
No relocated boulders within
a ten foot radius of existing
tree to remain.
5 I 6
+ ;
j (1)ZEL SER
Plant Bed mulch per Specifications
% and Detail. Mulched area is to include
bumper overhang and door swing+ () zones, typical. '; �i / 1 ZEL SER
i
-
-- ----- - - - - -- Bumper overhang and door swing
+ ,' (5)VIB DAV ----------------------
--- areas of plant beds to be 2 feet
--------
-----___----------- clear from face of curb, typical.
+ ---------- _____
ti
---------
+ ------
+ % i 14)RUB CAL
I i , 1 open fractured basalt mulch to be
' ' . ' I placedbouldebetween curb and fence in
1 , 15 VIB DAV 15) RUB CAL , ,
+ ' O O Z Z Z Z O (2}RiB SAN
Boulders displaced by the new design
I � i to be repositioned as necessary to
approximate what is shown. Two feet
clear from face of curb is required for
+ 1 (15)RUB CAL O A4 RU CB AL ' '; ; bumper overhang or door swing area.
OQ) 81)RUB CAL , , ' (3)RIB SAN
+
O
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17" open fractured basalt mulch to be
d b t b d k I' 't I'
(6)RIB SAN
(1) L GLA \
-- �
(13)VIB DAV — —
pace a ween cur an WOr Iml Ine
in boulder zones.
Boulders displaced by the new design
to be repositioned as necessary to
approximate what is shown. Two feet clear from
face of curb is required for bumper overhang.
--- (10)H0L DIS
+
+
11rYl / 1Wl
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PLANTING PLAN
NOTES
1. Survey information provided by:
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
p:541-746-0637
Contact: Renee Clough
ALTA/Duryea & Associates, P.S.
2702 N. Perry Street
Spokane, WA 99207
p:509-465-8007
Contact: Mitchell Duryea
2. Verify exact locations and routing of existing and proposed
underground utilities prior to starting any excavation. Any damage
to existing pipes, underground utilities or related facilities to be
repaired at contractor's expense in a manner approved by Owner's
Representative.
3. Do not install any plant materials until Owner's Representative has
reviewed and approved irrigation system installation, area coverage
balancing, soil preparation and finish grading. Refine the shape and
finish grade of plant beds as directed by Owner's Representative.
4. Protect all existing trees and plant materials to remain including
limbs, trunks, roots and root zones. Protect tru nks, limbs, roots, and
root zones at drip line of existing trees and plant materials to remain
as directed by Owner's Representative. Cut no limbs or roots larger
than 1.5" in diameter without approval of Owner's Representative.
Sharp pruning equipment such as saws and loppers must be used
for roots greater than 1" diameter. Roots shall be cut with approved
saws.
5. Finish grade is top of mulch.
6. Prune all new plant materials as directed by Owner's
Representative.
7. Make minor adjustments in tree spacing as necessary to
accommodate the irrigation system as installed.
8. Triangle space all shrubs and groundcovers, unless otherwise
noted.
(3)RIB SAN
(182)DE \ ES
(191)JUN PAT
(19)C0R KEL
-"
t
(20)VIB DAV
(16)VIB DAV
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parking. --� --'
I 1
E��c �y 1 If optional parallel parking is
1included, fencelike to be
(E)OH ;- �(E)OHW adjusted accordingly.
--- (E)OH- (E)OHW�
- - _ - _ - _ (E)OHW— (E)OHW—(E)OH •;
(1)ULM GLA ��--------------------- (E) H (E) (E16M*, L-(E)OHW�(E)OHh (E)OH
I ll i
______________F--'- --___--_______________--_____–___
--- -
-- - ---- _- -
---A^-------------'L -oma �
- -
° c 8 - ° --------------------
�N �•~
PLAN SCALE
0 10' 20'
SCALE: 1"= 10'
LEGEND PLANT SCHEDULE AND STORMWATER TABLES
— - - — - - — PROPERTY LINE
9. Install center of plants adjacent to door swing and bumper
overhang areas at a distance of 24 inches + 1/2 of the o.c. spacing _
of plant material from the face of curb. LMT — _ LIMIT OF WORK LINE
10. Trees, shrubs, and groundcovers planted too deeply will not be
accepted. See typical planting details. BPA EASEMENT LINE
11. In addition to improvements shown, repair all areas disturbed or / EXISTING BOULDER
damaged by construction impacts to the condition that existed prior To Remain
to construction.
RELOCATED BOULDER
12. An automatically controlled underground irrigation system will be / \\ Boulders to be repositioned as
installed to ensure permanent landscape establishment. necessary. See Plan for more info.
CD EXISTING TREE
To Remain
A+tLANDSCAPE AND STORMWATER PLANTING
See Plan and Plant Schedule
PLANTING NOTE
Pacific Power has dictated that vegetation within the
easement is not to exceed 12 feet in height. This
limitation disallows all acceptable tree species for planting
in stormwater facilities for the eastern rain garden. In lieu
of the larger trees, an additional species was selected
from the large shrub/small tree category and is specified
as a tree form (Ribes sanguineum). Many of the parking
area trees are similarly affected by the limitation.
2 I 3
Trees
Code
Botanical
Common
Cont
Cal
Remarks
205-067
ACE RUB
Acer rubrum 'Franksred' TM
Red Sunset Red Maple
B&B or Cont.
2"Cal
Evenly branched, matching
*
RHA PUR
Rhamnus purshiana
Cascara
B&B or Cont.
2"Cal
Evenly branched, matching
24" o.c.
ULM GLA
Ulmus glabra'Camperdownii'
Camperdown Elm
B&B or Cont.
2"Cal
Evenly branched, matching
#3
ZELSER
Zelkova serrata Green Vase'
Green Vase Sawleaf Zelkova
B&B or Cont.
2"Cal
Evenly branched, matching
Deciduous Shrubs
Code
Botanical
Common
Size
Spacing
Remarks
Botanical
COR SER
Cornus sericea
Red Twig Dogwood
#5
48" o.c.
Full and Bushy
*
COR KEL
Cornus sericea 'Kelseyi'
Kelsey Dogwood
#1
24" o.c.
Full and Bushy
*
HOL DIS
Holodiscus discolor
Ocean -spray
#3
48" o.c.
Full and Bushy
*RIB
SAN
Ribessanguineum
Red Flowering Currant
B&B or Cont.
1.5"Cal
Tree form. Evenly
branched, matching
1
VIB DAV
Viburnum davidii
David Viburnum
#5
48" o.c.
Full and Bushy
Ground Covers
Code
Botanical
Common
Cont
Spacing
Remarks
*
DES CES
Deschampsia cespitosa
Tufted Hair Grass
4" pot
12" o.c.
13-
*,JUN
PAT
Juncus patens
California Gray Rush
4" pot
12" o.c.
c
* Denotes a stormwaterfacility species.
Rain Garden East
AUGUST 19, 2021
Facility Size: 464 sq. ft.
Z
PROJECT NO:
205-067
Deciduous Shrubs
Code
Botanical
Common
Size
Spacing
Remarks
Quantity
COR KEL
Cornus sericea 'Kelseyi'
Kelseyi Dogwood
#1
24" o.c.
Full and Bushy
19
Deciduous Shrubs
HOL DIS
Holodiscus discolor
Ocean -spray
#3
48" o.c.
Full and Bushy
10
RIB SAN
Ribes sanguineum
Red Flowering Currant
B&B or Cont.
1.5"Cal
Tree form. Evenly
branched, matching
3
Ground Covers
Code
Botanical
Common
Cont
Spacing
Remarks
16
Ground Covers
DES CES
I Deschampsia cespitosaTufted
Hair Grass
4" pot
12" o.c.
1
182
J
JUN PAT
IJuncus patens
ICalifornia Gray Rush
4" pot
12" o.c.
1
191
Rain Garden West
AUGUST 19, 2021
Facility Size: 781 sq. ft.
Z
PROJECT NO:
205-067
Trees
Code
Botanical
Common
Cont
Cal
Remarks
Quantity
RHA FUR
Rhamnus purshiana
Cascara
B&B or Cont.
2"Cal
Evenly branched, matching
4
Deciduous Shrubs
Code
Botanical
Common
Size
Spacing
Remarks
COR KEL
Cornus sericea 'Kelseyi'
Kelseyi Dogwood
#1
24" o.c.
Full and Bushy
33
HOL DIS
Holodiscus discolor
Ocean -spray
#3
48" o.c.
Full and Bushy
16
Ground Covers
Code
Botanical
Common
Cont
Spacing
Remarks
W
J
DES CES
Deschampsia cespitosa
Tufted Hair Grass
4" pot
12" o.c.
1
223
JUN PAT
Juncus patens
California Gray Rush
4" pot
12" o.c.
1
407
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MARK DATE DESCRIPTION
ISSUE DATE:
AUGUST 19, 2021
ISSUE:
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LEGEND
1.
Verify exact locations and routing of existing and proposed underground utilities prior to
SYMBOL MANUFACTURER/MODEL
GPM
starting any excavation. Any damage to existing pipes, underground utilities or related
& d) (b & & Rain Bird 1812 -SAM -PRS -U 15 Strip Series
PRECIP
facilities to be repaired at contractor's expense in a manner approved by Owner's
EST SCS RCS CST SST
Rain Bird PEB-PRS-D
Representative.
0 ?D OP ® Rain Bird 1812 -SAM -PRS -U U8 Series
5.50
34.72
Q T H F
2.
Barricade and protect trunks, limbs, roots and root zones beyond dripline of existing trees
0 04DO Rain Bird 1812 -SAM -PRS -U U10 Series
Rain Bird PEB-PRS-D
and plant materials to remain as directed by Owner's Representative. Cut no limbs or roots
o T H F
29.21
larger than 2" in diameter without approval of Owner's Representative. Notify Owner's
000000 Rain Bird 1812 -SAM -PRS -U U15 Series
1.59 in/h
Representative prior to performing any excavation within protection areas.
D T H Tr To F
Rain Bird PEB-PRS-D
Q WHE-VAN I$ 12HE-VAN Rain Bird 1812 -SAM -PRS -U HE -VAN Series
3.
Irrigation layout is schematic. It is intended that all irrigation lines will be routed through
0 10HE-VAN 15 ISHE-VAN
1.11 in/h
lawns and plant beds except where noted on drawing. Adjust routing of irrigation lines,
e E2 0 ❑ Rain Bird RWS-B-C 1401
Rain Bird PEB-PRS-D
heads and sleeves as necessary for any existing or proposed utilities.
W1 1402 1400 1°08
4.
Locate irrigation zone valve assemblies within plant beds where possible. Any irrigation zone
SYMBOL DESCRIPTION
1.7 in/h
valves diagrammatically located in pavement areas are to be installed in plant beds.
5
Rain Bird PEB-PRS-D
Z
® Remote Control Valve - Battery Operated
5.
Install spray heads 3" from adjacent pavement, walls, curbs, and planting edges; 6" from
43.09
1.67 in/h
curbs in parking areas (3" if aligned with striping) unless directed otherwise by Owner's
Z Shutoff Valve
Rain Bird PEB-PRS-D
Representative.
1" Bubbler
4.00
34.5
Q Quick Coupler
6.
Adjust radius on spray heads as necessary to minimize overspray while achieving full and
PM
Rain Bird PEB-PRS-D
even coverage of planted areas.
Point of Connection
7.
Install irrigation heads in parking lots aligned with parking stall striping, as shown on drawing.
Irrigation Lateral Line: PVC Schedule 40
8.
Verify static pressure of 65 psi at point of connection. Notify Owner's Representative prior to
Irrigation Mainline: PVC Schedule 40, 1 'throughout
Rain Bird PEB-PRS-D
any construction if pressure is lower than 60 psi.
1" Bubbler
2.00
31.69
-------- Pipe Sleeve: PVC Schedule 40
9.
Provide all necessary wiring required to make the irrigation system a fully serviceable and
Valve CaWut
operational controlled installation at the completion of the project.
V.I. Neml,er
W
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# # w Valve Flay
10.
Locate Irrigation mainline, lateral lines, and valve boxes to avoid conflict with tree plantings.
#' Valve Size
13.
Verify location of (E) main lines and lateral lines. Repair any damages and confirm proper
operation of (E) irrigation zones impacted by construction.
14.
Existing landscapes with existing irrigation prior to construction are not to be without water
O
for longer than 10 days. Coordinate anticipated disruption of existing irrigation with Owner to
allow for additional watering in advance of irrigation shutdown. It is critical all irrigation
systems interrupted by construction are reconnected as soon as possible.
VALVE SCHEDULE
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PLAN SCALE
0 10' 20'
SCALE: 1"= 10'
(2) i1K/
FA
PSI
NUMBER
MODEL
SIZE TYPE
GPM
PSI
PSI (cp POC
PRECIP
O
1
Rain Bird PEB-PRS-D
1" Bubbler
5.50
34.72
34.94
1.0 in/h
30
2
Rain Bird PEB-PRS-D
1-1/2" Shrub Spray
29.21
39.47
44.18
1.59 in/h
3
Rain Bird PEB-PRS-D
1" Bubbler
1.50
31.53
31.55
1.11 in/h
30
4
Rain Bird PEB-PRS-D
0
1" Shrub Spray
7.58
33.2
33.62
1.7 in/h
5
Rain Bird PEB-PRS-D
Z
1-1/2" Shrub Spray
28.33
38.11
43.09
1.67 in/h
30
6
Rain Bird PEB-PRS-D
LLJ
1" Bubbler
4.00
34.5
34.63
0.98 in/h
7
Rain Bird PEB-PRS-D
1" Shrub Spray
17.52
35.14
37.21
1.73 in/h
30
8
Rain Bird PEB-PRS-D
1" Bubbler
2.00
31.69
31.73
0.94 in/h
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TO POINT OF CONNECTION.
SEE SHEET L202 --�--
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1 12 1 3 1 4 1 5 6
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MARK DATE DESCRIPTION
SSU E DATE:
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SSU E DATE:
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IRRIGATION
MAINLINE PLAN
L200
■a
C
M
1
2
3
4
5
X'
0
IRRIGATION PLAN
NOTES
See Sheet L200 for Irrigation Notes.
1
LEGEND
SYMBOL
MANUFACTURER/MODEL
PSI
& ¢j (b & &
Rain Bird 1812 -SAM
-PRS -U 15 Strip Series
30
EST LCS RCS CST SST
O
0 ?D O ®
Rain Bird 1812 -SAM
-PRS -U U8 Series
30
O T H F
004DO
Rain Bird 1812 -SAM
-PRS -U U10 Series
30
0 T H F
0
000000
Rain Bird 1812 -SAM
-PRS -U U15 Series
30
D T H TT TO F
Q DBHE-VAN 14 12HE-VAN
Rain Bird 1812 -SAM
-PRS -U HE -VAN Series
30
0 10HE-VAN 15 ISHE-VAN
® E2 0 ❑
Rain Bird RWS-B-C 1401
30
1001 1402 1400 1008
Z
SYMBOL DESCRIPTION
® Remote Control Valve - Battery Operated
�i Shutoff Valve
0 Quick Coupler
PM Point of Connection
Irrigation Lateral Line: PVC Schedule 40
Irrigation Mainline: PVC Schedule 40, 1 'throughout
-------- Pipe Sleeve: PVC Schedule 40
Valve CaWut
V.I. Number
# # a Valve Flow
#" Valve Size
E
3
VALVE SCHEDULE
See Sheet L200 for Valve Schedule.
4
== N =
PLAN SCALE
0 10' 20'
SCALE: 1` 10'
3
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ISSUE DATE: AUGUST 19, 2021
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ISSUE DATE: AUGUST 19, 2021
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IRRIGATION PLAN
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ISSUE DATE: AUGUST 19, 2021
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MARK DATE DESCRIPTION
ISSUE DATE: AUGUST 19, 2021
ISSUE:
PROJECT NO:
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IRRIGATION
MAINLINE
EXTENSION PLAN
L202
F1
C
0
E
SET PLANT
ABOVE FIN
MULCH
SEE SPECIFICA'
BACKFILL
TAMPED IN
FINISH GRF
MULCH IS IN P
PLANTING
SEE SPECIFICA
PLACEMENT S(
SECTION
NOTES
2 I 3 4
PLAN
DISTANCE FROM EDGE
OF PAVING IS 112 THE
SPECIFIED O.C.
SPACING PLUS 6"
UNLESS NOTED
OTHERWISE
g1lelx010w_\YI1►r�
SHRUB ROOT BALL
1. ALLOW ADDITIONAL SPACING, MINIMUM 6" + O.C. SPACING, BETWEEN PLANTS OF A
DIFFERENT SPECIES. CLUSTER PLANTS OF SAME SPECIES WHILE ALLOWING EXTRA SPACE
BETWEEN PLANTS OF A DIFFERENT SPECIES. COORDINATE WITH OWNER'S REPRESENTATIVE
PRIOR TO INSTALLATION. SEE SPECIFICATIONS FOR MOCK-UP REQUIREMENTS.
SHRUB PLANTING
ACTUAL TOP OF ROOT FLARE —
REMOVE ANY EXTRA SOIL PLACED ON TOP
OF BUTTRESS ROOTS DURING NURSERY
DIGGING.
MULCH
ROOT CROWN
INSTALL 3" ABOVE
FINISH GRADE
FINISH GRADE
CURB
BACKFILL
TAMPED IN.
NOTES
3 X DIA OF ROOTBALL OR 36" MIN.
WHICHEVER IS GREATER
NTS
(2) STAKES FOR TREES 2"
CALIPER AND ABOVE. (1)STAKE
FOR TREES UNDER 2" CALIPER
STAKE ON NORTH AND/OR
SOUTH SIDE. PARALLEL AND
PLUMB. DO NOT PIERCE ROOT
BALL STAIN AS DIRECTED.
TREE TIES
STAPLE A SEPARATE LOOPED
TIE TO EACH STAKE.
o FINISH GRADE
ATAWN
OR PAVING
UNDISTURBED SUBGRADE OR
COMPACTED SOIL.
1. TREES PLANTED TOO DEEPLY WILL NOT BE ACCEPTED.
2. REMOVE TREE TIES AND STAKES ONE YEAR AFTER PLANTING UNLESS DIRECTED OTHERWISE.
3. PROVIDE TREES PLANTED IN LAWN WITH MINIMUM 5 FOOT DIAMETER BARK AREA. HOLD BARK AWAY FROM TRUNK.
4. REMOVE BURLAP FROM TOP OF ROOT BALL
DECIDUOUS TREE PLANTING
MULCH AT
PLANT BED
SHRUBS
5
a�z
>wo
TREES
AS ALLOWED AND
SHOWN ON
DRAWING
GROUNDCOVER
STORMWATER FACILITY
SEE CIVIVGRADING PLAN
ROCK MULCH
AT STORMWATER FACILITY
FACILITY BOTTOM
U N CO M PACTED Width Varies
See Plans.
SUBGRADE
STORMWATER INFILTRATION RAINGARDEN LANDSCAPE
SLOPE
FINISH GRADE PER
GRADING PLAN
SOIL MATERIAL
12" MIN. DEPTH
DRAIN ROCK
SEE CIVIL
NTS
MULCH
FINISH GRADE
@ PLANT BED
SCHEDULE 80 PVC NIPPLE —
9-12 INCHES
LATERAL LINE
IRRIGATION UNE WITH SCHEDULE
40 TEE (FPT X SLIP/SLIP)
(2) MARLEX STREET
ELLS
NOTES
1. USE TEFLON TAPE ON ALL THREADED JOINTS.
2. INSTALL IRRIGATION HEAD FLUSH WITH FINISH GRADE OF LAWN
OR TOP OF MULCH IN PLANT BEDS.
SWING RISER
SPRINKLER HEAD
5
ISSUE:
IRRIGATION HEAD
Z
TOP OF MULCH
FINISH GRADE
VALVE BOX
CHECKED BY:
@ (AWN
SET TOP OF VALVE BOX FLUSH WITH
FINISH
GRADE AT LAWNS AND MULCH AT PLANT BEDS
AT PLANT BED
SOIL MATERIAL
\\\�Z,
VALVE SUMP
PROVIDE A 1 CUBIC FOOT
i
DRAIN ROCK SUMP.
SAND BEDDING
i
AND BACKFILL
ti
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PVC NIPPLE
SWINGPIPE/FUN NYPIPE'
SCHEDULESO
SUBGRADE, FILL, OR SOIL
MATERIAL
IRRIGATION MAIN LINE
(2) MARLEX STREET
0
ELLS
SUBGRADE
Z
(2) MARLEX STREET
ELLS
NOTES
1. USE TEFLON TAPE ON ALL THREADED JOINTS.
2. INSTALL IRRIGATION HEAD FLUSH WITH FINISH GRADE OF LAWN
OR TOP OF MULCH IN PLANT BEDS.
SWING RISER
SPRINKLER HEAD
AUGUST 19, 2021
ISSUE:
INSTALL FLUSH WITH LAWN OR
Z
TOP OF MULCH
DRAWN BY:
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CHECKED BY:
0
FINISH GRADE
AT PLANT BED
\\\�Z,
LATERAL LINE
MARLEX STREET ELL
TRANSFER BARB
90 DEGREE ELLS AT BOTH ENDS
ti
ti
OF 'SWINGPIPE' OR TUNNYPIPE'
SWINGPIPE/FUN NYPIPE'
SUBGRADE, FILL, OR SOIL
MATERIAL
NOTES
2. INSTALL SPRINKLER HEAD 3INCHES FROM PAVEMENT OR CURBS.
FLEX RISER
TOP OF
MULCH
BACKFIL
TAMPED II
FINISH
NOTES
PLAN
LATERAL LINE
ROOT WATERING SYSTEM
(2) TWO @ EACH TREE INSTALL
PARALLEL TO CURB/WALK
TREE ROOT BALL
SECTION
1. POSITION UNITS EVENLY AND SPACED AROUND ROOT BALL OF TREE.
2. INSTALL TOP OF ROOT WATERING SYSTEM EVEN WITH TOP OF MULCH.
TREE ROOT WATERING SYSTEM
PLANT BED PROFILE - AT GRADE
NTS
NTS
UNDISTURBED SUBGRADE
OR COMPACTED SOIL
NTS
MULCH
FLUSH WITH ADJACENT
FINISH GRADE
FINISH GRADE OF SOIL
MULCH IS AN ADDITION
FINISH GRADE
LAWN OR PAVING
SOIL MATERIAL
SUBGRADE
NOTES
1. INSTALL ISOLATION VALVE TO BE EASILY ACCESSIBLE AND OPERABLE.
ISOLATION VALVE
REBAR ANCHOR (#4)
SECURE TO VALVE WITH STAINLESS
STEEL SCREW CLAMPS IN TWO PLACES
SOIL MATERIAL
INSTALL MINIMUM OF 3
BRICKS @ BASE OF BOX TO
PROVIDE STABILITY AND
PREVENT SETTLEMENT
SWING RISER
SAND BEDDING
QUICK COUPLER
BATTERY OPERATED
CONTROLLER, SOLENOID
AND VALVE
PROVIDE EXTRA CONTROL WIRE COILED
AROUND I/z"PIPE
IRRIGATION VALVE BOX
BOLT SECURELY TO BOTTOM BOX
UNION
a�
LATERAL LINE
IRRIGATION VALVE BOX
BOLT SECURELY TO
TOP BOX
PEA GRAVEL SUMP
4 INCH DEPTH MIN.
NOTES
1. USE TEFLON TAPE ON ALL THREADED JOINTS
ZONE VALVE
PAVEMENT SURFACE
z_
M
6
N pAZZETTIQ
IVRRArC. fA YlYM
PVC PIPE
CLASS 200 OR BELL END
SCHEDULE 40. CENTER OVER
VALVE. SIZE AS APPROPRIATE
FOR OPERATING VALVE.
TION VALVE CAMERON
MCCARTHY
LANDSCAPE ARCHITECTURE & PLANNING
NTS
VALVE BOX
SET FLUSH WITH FINISH GRADE AT
LAWNS AND MULCH AT PLANT BEDS
QUICK COUPLING VALVE
PEA GRAVEL SUMP
GEOTEXTILE FABRIC
PVC ELL
SCHEDULEBO
IRRIGATION MAINLINE
NTS
SHUT OFF VALVE
UNION
FINISH GRADE
AT PLANT BED
MULCH
LATERAL LINE
SCHEDULE BO ELL
IRRIGATION MAINLINE
WITH SAND BEDDING AND
BACKFILL SEE SPECIFICATIONS
IRRIGATION VALVE
BOX LID
DRILL A MIN. OF (B) Y2" HOLES IN
UD TO ALLOW FOR DRAINAGE.
NTS
IRRIGATION SLEEVES
MINIMUM 6" CLEARANCE
SIZE AS NOTED ON DRAWINGS
t
SAND BEDDING
24"
NOTES
1. EXTEND SLEEVES BEYOND PAVEMENT EDGE OR BACK OF CURB AS NOTED IN SPECIFIC TION. COVER
OPEN ENDS WITH DUCT TAPE
2. INSTALL 2 X 4 RED -TOP, WOOD LOCATION STAKES @ BOTH ENDS OF SLEEVES AND L VE 2" ABOVE
TOP OF CURB OR PAVEMENT.
IRRIGATION SLEEVE
NTS 11 NTS V
2 3 4 5 6
NTS
v 285 �<Q
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MARK DATE DESCRIPTION
ISSUE DATE:
AUGUST 19, 2021
ISSUE:
Z
205-067
DRAWN BY:
MRJ
CHECKED BY:
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MARK DATE DESCRIPTION
ISSUE DATE:
AUGUST 19, 2021
ISSUE:
PROJECT NO:
205-067
DRAWN BY:
MRJ
CHECKED BY:
LG
DETAILS
L300
0
MAZZEM
BHEGroup
awn�r`mrermo
1
2
3
4
5
6
O
ELECTRICAL SYMBOL SCHEDULE
H
POWER SYMBOLS
LIGHTING SYMBOLS
ELECTRICAL GENERAL NOTES
ABBREVIATIONS
A
M MOTOR OUTLET ❑ RECESSED DOWNLIGHT A. ALL ELECTRICAL WORK SHALL COMPY WITH THE CURRENT APPROVED EDITION OF
THE NATIONAL ELECTRICAL CODE, AS ACCEPTED AND AMENDED BY LOCAL
FUSED DISCONNECT SWITCH RECESSED ADJUSTABLE DOWNLIGHT ORDINANCES.
SWITCH XX/XX/XX = AMP SWITCH/POLES/AMP FUSE ❑ 0 SURFACE DOWNLIGHT B. WHERE GROUNDED CONDUCTORS OF DIFFERENT SYSTEMS ARE INSTALLED IN THE
A, AMP AMPERE
GFCI GROUND FAULT
CIRCUIT INTERRUPTING
1�
ti
AC ALTERNATING CURRENT
G, GND GROUND
ACT ABOVE COUNTER TOP
GEN GENERATOR
SAME RACEWAY, CABLE, BOX, AUXILIARY GUTTER, OR OTHER TYPE OF
HEAVY DUTY NON-FUSED DISCONNECT SWITCH SURFACE ADJUSTABLE DOWNLIGHT ENCLOSURE, EACH GROUNDED CONDUCTOR SHALL BE IDENTIFIED BY SYSTEM
a SWITCH XX/XX =AMP SWITCH/POLES RECESSED TROFFER PER NEC ARTICLE 200.6 (D). MEANS OF IDENTIFICATION SHALL BE
PERMANENTLY POSTED AT EACH BRANCH CIRCUIT PANELBOARD.
AIC AMPERE INTERRUPTING CAPACITY
IG ISOLATED GROUND.
AFF ABOVE FINISHED FLOOR
HID HIGH INTENSITY DISCHARGE
J
Q
® MOTOR STARTER SURFACE TROFFER C. PER NEC ART 210.5 (C), UNDERGROUND CONDUCTORS OF MORE THAN ONE
LU
AFG ABOVE FINISHED GRADE
HOA HAND - OFF - AUTO
L LJ
NOMINAL VOLTAGE SYSTEM SHALL BE IDENTIFIED BY SYSTEM. PROVIDE MEANS
^, E=�::] 1-0 WALL MOUNT OF IDENTIFICATION AS REQUIRED PER THIS ARTICLE.
Z
ATS AUTOMATIC TRANSFER SWITCH
HP HORSEPOWER
Y
COMBINATION MOTOR STARTER
d
��
IIZ�SIf • • PENDANT MOUNT LINEAR D. PER NEC ART 215.12, FEEDER IDENTIFICAITON IS REQUIRED WHEN MORE THAN
MANUAL MOTOR STARTER WITH THERMAL OVERLOAD ❑• PENDANT MOUNT ONE NOMINAL VOLTAGE SYSTEM EXISTS. PROVIDE MEANS OF IDENTIFICATION AS
ST REQUIRED PER THIS ARTICLE.
AF FRAME RATING IN AMPERES
HPF HIGH POWER FACTOR
N
AS SWITCH RATING IN AMPERES
LED LIGHT EMITTING DIODE
AT TRIP RATING IN AMPERES
LS LIFE SAFETY BRANCH
C/)
PFD VARIABLE FREQUENCY DRIVE D SURFACE LINEAR E. CONTRACTOR SHALL VERIFY FINAL PLACEMENT AND CONNECTION REQUIREMENTS
LL
LLj
W
ATS AUTOMATIC TRANSFER SWITCH SURFACE STRIP PRIOR TO ROUGHING IN EQUIPMENT UTILITIES.
Q
o
AWG AMERICAN WIRE GAUGE
LLF LIGHT LOSS FACTOR
O
Oz
F. FINAL ACCEPTANCE OF WORK IN PLACE SHALL BE SUBJECT TO APPROVAL BY
----- CONCEALED LED STRIP /TAPE
AUTOMATIC TRANSFER SWITCH OWNER'S REPRESENTATIVE. INSTALLATION APPROVAL SHALL BE BASED ON
❑-♦❑ EXTERIOR POLE MOUNT APPROVED SUBMITTAL, SHOP DRAWINGS AND LOCAL INSPECTIONS.
O
Li
c
AV AUDIO VISUAL
LRC LIGHTING RELAY CABINET
C CONDUIT
MECH MECHANICAL
•Q FLOOD / ACCENT G. CONTRACTOR SHALL SUBMIT RED -LINE RECORD DRAWINGS WITHIN TWO (2)
WORK WEEKS OF DATE OF NOTIFICATION OF FINAL APPROVAL.
C/)
m
«�
N
CFOI CONTRACTOR FURNISHED
OWNER INSTALLED
MCB MAIN CIRCUIT BREAKER
B
AUTOMATIC TRANSFER SWITCH WITH BY-PASS SWITCH xi BOLLARD H. ALL WORK SHOWN ON DRAWINGS IS IN PART SCHEMATIC, INTENDED TO CONVEY
CL CENTERLINE
MLO MAIN LUGS ONLY
CEC CALIFORNIA ELECTRIC CODE
MCA MINIMUM CIRCUIT AMPS
0 0 o TRACK SCOPE OF WORK AND GENERAL LAYOUT. VERIFY ALL EXISTING CONDITIONS AND
MAKE ADJUSTMENTS AS REQUIRED. ELECTRICAL DRAWINGS ARE LARGELY
CKT CIRCUIT
MOCP MAXIMUM OVER CURRENT PROTECTION
T1 EMERGENCY BATTERY UNIT DIAGRAMMATIC AND, THEREFORE, REPRESENT INSTALLATION INTENT AND
I45KVA GUIDELINES; IT IS THE CONTRACTOR'S RESPONSIBILITY TO COVER ALL
l� l.lJA
TRANSFORMER ® EXIT SIGN CEILING MOUNT -ARROW AND FACES AS SHOWN ON PLANS CONDITIONS ON HIS PREPARED SHOP DRAWINGS.
-0 EXIT SIGN WALL MOUNT - ARROW AND FACES AS SHOWN ON PLANS I. CONTRACTOR SHALL PROVIDE UP-TO-DATE, ACCURATE, AND LEGIBLE CIRCUIT
DIRECTORY WHICH APPLIES TO PANELBOARDS AND SWITCHBOARDS AS REQUIRED
CLG CEILING
(N) NEW
CR CRITICAL BRANCH
N NEUTRAL
CFL COMPACT FLUORESCENT
NC NORMALLY CLOSED
ETI TRANSFORMER -0 L WALL MOUNTED EXIT SIGN LOW LEVEL BY NEC ART. 408.4 DIRECTORY SHALL BE LOCATED ON THE FACE OR ON THE
DOOR OF EACH PANELBOARD OR AT EACH SWITCH ON A SWITCHBOARD. WITHIN
CL CONNECTED LOAD
NEC NATIONAL ELECTRIC CODE
dj TRANSFORMER CONDUIT SYMBOLS EACH PANELBOARD PRIOR TO FINAL ACCEPTANCE OF WORK IN PLACE.
rp J. LABEL ALL WIRING DEVICES WITH SOURCE PANELBOARD AND CIRCUIT NUMBER
ON COVER PLATE. SEE SPECIFICATIONS.
CCT CORRELATED COLOR TEMPERATURE
NEMA NATIONAL ELECTRICAL
MANUFACTURER'S ASSOCIATION
G GENERATOR CONDUIT INSTALLED CONCEALED ABOVE CEILINGS, IN WALLS IN FINISHED K. LABEL ALL NEW PANELBOARDS, SWITCHBOARDS AND MOTOR CONTROL CENTERS
CRI COLOR RENDERING INDEX
NL NIGHT LIGHT
(D) DEMOLISH EXISTING
NO NORMALLY OPEN
0 o STATIONARY CIRCUIT BREAKER; RATING AS SHOWN ON PLANS AREAS, OR EXPOSED IN UNFINISHED AREAS WITH ENGRAVED LAMINATED -PLASTIC NAMEPLATES MOUNTED WITH
CORROSION -RESISTANT SCREWS. SEE SPECIFICATIONS.
DF DEMAND FACTOR
NTS NOT TO SCALE
^6)> DRAWOUT CIRCUIT BREAKER; RATING AS SHOWN ON PLANS ----- CONDUIT INSTALLED BELOW FINISHED FLOOR OR BELOW GRADE L. ALL INTERIOR OUTLET, JUNCTION AND PULL BOXES SHALL BE METALLIC, SIZED
DL DESIGN LOAD
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
�® SWITCH AND FUSE; RATING AS SHOWN ON PLANS -----0 CONDUIT TURNING UP PER CODE FOR THE NUMBER OF CONDUCTORS THEREIN.
DC DIRECT CURRENT
OC OVER CURRENT
-0 SWITCH AND FUSE; RATING AS SHOWN ON PLANS 0 CONDUIT TURNING DOWN M. ALL ELECTRICAL RACEWAYS SHALL BE CONCEALED IN THE WALLS AND ABOVE
SUSPENDED CEILING UNLESS OTHERWISE NOTED.
iF NORMALLY OPEN CONTACT --------- I CONDUIT STUBBED OUT WITH BUSHING
N. ALL CONDUCTORS SHALL BE #12 AWG MINIMUM TYPE THHN/THWN UNLESS
DPDT DOUBLE POLE, DOUBLE THROW
PB PULL BOX
NORMALLY CLOSED CONTACT CONDUIT STUBBED OUT AND CAPPED OTHERWISE NOTED.
DPST DOUBLE POLE SINGLE THROW
0, PH PHASE
GROUND ROD IN GROUND WELL FLEXIBLE CONDUIT WITH SINGLE POINT OF CONNECTION AT 0. ALL CEILING MOUNTED ELECTRICAL DEVICES SHALL BE SUPPORTED FROM THE
ELECTRICAL EQUIPMENT CEILING GRID, NOT FROM CEILING TILE. LIGHTING SHALL BE SUPPORTED FROM
0 JUNCTION BOX STRUCTURE ABOVE.
DIST DISTRIBUTION
PNL PANEL
EQ EQUIPMENT BRANCH
PVC POLYVINYL CHLORIDE CONDUIT
El PUSH BUTTON STATION —G— GROUNDING CONDUCTOR P. ELECTRICAL PLANS ARE MOSTLY DIAGRAMMATIC. CONTRACTOR SHALL PROVIDE
(E) EXISTING TO REMAIN
PTS PNEUMATIC TUBE STATION
CONNECTIONS BETWEEN FIXTURES AND LIGHTING CONTROL DEVICES SUCH AS
FPC_j PHOTOCELL CONDUIT HOMERUN; ROUTE TO PANELBOARD, CABINET, OR TERMINAL OCCUPANCY SENSORS, LIGHT SWITCHES, AND LIGHTING CONTROL PANEL TO
(ER) REMOVE EXISTING.
P POLE
��► BOARD INDICATED, AND TERMINATE CONDUCTORS TO CIRCUIT OVER PROVIDE AN OPERABLE LIGHTING SYSTEM.
FT -C-1 TIME CLOCK CURRENT PROTECTIVE DEVICE
(EL) RELOCATE EXISTING.
PWR POWER
Q. IN THE EVENT OF ANY INCONSISTENCY BETWEEN ITEMS INDICATED ON THE
EC EMPTY CONDUIT
(R) RELOCATE EXISTING
CP I CONTROL PANEL FURNISHED WITH EQUIPMENT PLANS AND/OR THE SPECIFICATIONS, THE ONE WHICH PROVIDED THE MOST
COMPLETE WORK OR HIGHER STANDARD SHALL PREVAIL.
LC LIGHTING CONTACTOR
ELEC ELECTRICAL
RCP REFLECTED CEILING PLAN
R. SUPPLY AND INSTALL ALL REQUIRED SUPPORTS AND BRACING OF EQUIPMENT
208V/120V SURFACE MOUNTED PANELBOARD OR TERMINAL CABINET AND CONDUITS FOR PROPER EQUIPMENT INSTALLATIONS AND CODE COMPLIANCE.
ELEV ELEVATOR
RSC RIGID STEEL CONDUIT
T 208V/120V FLUSH MOUNTED PANELBOARD OR TERMINAL CABINET S. ALL EXPOSED CONDUITS SHALL BE INSTALLED AT RIGHT ANGLE TO ROOM OR
E, EMER EMERGENCY
SPDT SINGLE POLE, DOUBLE THROW
STRUCTURE. EXPOSED CONDUITS SHALL BE SUPPORTED FROM BUILDING
480V/277V SURFACE MOUNTED PANELBOARD OR TERMINAL CABINET STRUCTURE USING APPROVED PIPE HANGERS.
EMT ELECTRO METALLIC TUBING
SPST SINGLE POLE, SINGLE THROW
D
48OV/277V FLUSH MOUNTED PANELBOARD OR TERMINAL CABINET T. ALL CONDUITS SHALL BE SIZED AS PER NEC UNLESS LARGER SIZES ARE NOTED
EWC ELECTRIC WATER COOLER
SWBD SWITCHBOARD
ON THE DRAWINGS.
ELAPSE CLOCK
EWH ELECTRIC WATER HEATER
SWGR SWITCH GEAR
U. ALL CUTTING, PATCHING A PAINTING REQUIRED FOR THE CONCEALED
QA AUTO SINK TOILET OUTLET INSTALLATION OF CONDUITS SHALL BE PROVIDED BY THE CONTRACTOR. DO NOT
EMS EMERGENCY MANAGEMENT SYSTEM
SYS SYSTEM
CUT OR DRILL STRUCTURAL MEMBERS WITHOUT WRITTEN APPROVAL FROM
�A WALL MOUNTED AUTO SINK TOILET OUTLET STRUCTURAL ENGINEER. ALL CUTTING AND PATCHING SHALL BE NEAT, AND
FA FIRE ALARM
TP TAMPER RESISTANT
PATCHING SHALL MATCH ADJACENT SURFACE AS TO TEXTURE AND FINISH.
FAAP FIRE ALARM ANNUNCIATOR PANEL
TB, TTB TERMINAL BACKBOARD
V. ALL PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS OR CEILINGS SHALL
BE SEALED IN ACCORDANCE WITH A UL APPROVED SYSTEM THAT MAINTAINS THE
FACP FIRE ALARM CONTROL PANEL
TC TERMINAL CABINET
INTEGRITY OF THE EXISTING FIRE RATING. PROVIDE AN ENCLOSURE OF EQUAL
FIRE RESISTANT RATING AROUND ALL FIXTURES AND EQUIPMENT INSTALLED IN
FATC FIRE ALARM TERMINAL CABINET
TEL TELEPHONE
OR PENETRATING FIRE RATED SEPARATIONS.
FARA FIRE ALARM REMOTE ANNUNCIATOR
TP TAMPER PROOF
W. ALL DATA CABLING TO BE PROVIDED BY THE OWNERS'S IT VENDOR. COORDINATE
ROUGH -IN WORK WITH OWNER'S IT VENDOR.
FIRE ALARM CONTROL &
FCIP INDICATING PANEL
TV TELEVISION
FPRP FIRE ALARM PUMP STATUS PANEL
V VOLT
VCS FIRE ALARM VOICE
COMMUNICATION PANEL
VD VOLTAGE DROP
FSD FIRE SMOKE DAMPER
VFD VARIABLE FREQUENCY DRIVE
E
FVNR FULL -VOLTAGE, NON -REVERSING
VA VOLT AMPERES
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W WATT
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WP WEATHERPROOF
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MARK DATE DESCRIPTION
ISSUE DATE: AUGUST20,2021
ISSUE:
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PROJECT NO: 205-067
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ISSUE DATE: AUGUST20,2021
ISSUE:
CONSTRUCTION DOCUMENTS
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CHECKED BY: JP
SITE PLAN
ELECTRICAL
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ISSUE DATE: AUGUST20,2021
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CHECKED BY: JP
SITE PLAN
ELECTRICAL
SCHEDULES
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CONSTRUCTION DOCUMENTS
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CHECKED BY: JP
SITE PLAN
ELECTRICAL
SCHEDULES
E002
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Specifications
EPA:
1.01 k'
TRS To, shot 151 T..Vveryshons
ens m
Length:
33"
P1 Per PT
(M3a)
Width:
13"
SPA Square pole mounting
n3oml
Height Ht:
7-mAal1/2
US Tire hall S T5M Typi medium
(2/7V-4801deaare
Height H2:
3-1/2
Weight
27 Ibis
(max):
('law
D -Series Size 1
LED Area Luminaire
n
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Introduction
The modern styling of the D -Series is striking
yet unobtrusive- making a bold, progressive
statement even as it blends seamlessly with its
environment. The D -Series distills the benefits
of the latest in LED technology into a high
performance, high efficacy, long -life luminaire.
The outstanding photometric performance
results in sites with excellent uniformity, greater
pole spacing and lower power density. It is
ideal for replacing up to 75OW metal halide in
pedestrian and area lighting applications with
typical energy savings of 65% and expected
service life of over 1001 hours.
UEXAMPLE: DSX1 LED P740K T3M MVO LT SPA N LTAI R2 PIRHN DDBXD
DSM LED -.
DSXI LED
Porwaduptica
30K 30001
TRS To, shot 151 T..Vveryshons
MVOLT5
Shipped included
NERi look reepmde only martil ordered sepho l'
P1 Per PT
40K 4000K
(Auarefi) S TSS TypeVShoR]
XVOLT
SPA Square pole mounting
0 10ynupulledd01mi,,Ofiemm(drunothon
P2 PS' P8
50K 5000N
US Tire hall S T5M Typi medium
(2/7V-4801deaare
RPA Bound pole mounfing'°
E65
Per P6' P9'
Upward Waste Light Ratio
TRA he 11 medium I 15W TypeVwlaeA
120'
AREA sell ban.'
Maximum Candela Angle
Rotatedoptics
Maximum Candela (<90 Degrees Vertical)
13S Type lllshort PLC Barklightmnwl'
2081
SPDMBA Squarepole univeoal mouming adapt,,"
Maximum Candela At 90 Degrees Vertical
PID' P121
Maximum Candela from 80 to <90 Degrees Vertical
TRA Type Ill medium :. LCCD Lefrer... mt,da
2401
RINMBA Round pole universal mounting APRIL
LUMINAIRE CLASSIFICATION SYSTEM (LCS)
PAP P13°
Lumens %Lamp
74M Type IV medium : Run Bightmrnercul
2721
Shipped separately
FM - Front -Medium (30-60) 3332.6 N.A.
29.2
FH - Front -High (60-80) 4695.3 N.A.
TFTM Forward throw
3471
KMAe DDBXDD Mastmmmounnngbumetadcom
BIL - Back -Low (0-30) 467.7 N.A.
4.1
BM - Back -Medium (30-60) 1060.2 N.A.
mefi m
4801
Isperdyfinlih)16
Shipped installed
NLTAIR2
Light AIR acemnpn2enabad°
PIAHR
Meralk,high/low mowulamblentnenwr"
PER
NERi look reepmde only martil ordered sepho l'
PEN5
Lee or, uOradeanly lmlrog, call separep) u' 10
PEN]
See ,, rerepbde pi unntrolsordereds,mad)u10
D pi
0 10ynupulledd01mi,,Ofiemm(drunothon
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eetunal commaiderve uparetely)n
D5
Dual switrhmg'no'
PIA
High/Indmenthmblearcosed al,nuanting height,
House- side Help u
ambient sensor enabled at St m"
PIRH
High/low,motion/amblentOnce 15- 30' mounting height,
Double had, Qer 24k 4801
ambient sensor enabler at SO dO
IIRIF(3V
ight
High/low ,madenhorbientsenmt B-LEmountibad,
Right Ntatclegfur
aLbieitsu.... brief if It m'
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31 bel,mp0on/amduunhardi 1SA rromrtngheigm.
Bay AmedmU) Art Caundart
ambient sensor ma bled at I@ na
FAO
Field adjustable tiourtauz'
Shipped installed
HS
House- side Help u
SF
cup Is mase(120,277,341V
of
Double had, Qer 24k 4801
Lm
Letrproud Sri,,
R90
Right Ntatclegfur
HA
Crearrabotopen0on5'
RAA
Bay AmedmU) Art Caundart
Shipped separately
AS
mrd Splke:a,
E65
Numal Rlen,hleld
'. L M0,116 A Oma LiIL-in.way • eonyara Gaorg aux Phone s-800-7as-SERIUMPED •.-fithouscom
L/ONT/NO 02011-M 21 A ... y eranda Undurs In, All ught, ra.rued.
COMMERCIAL OUTDOOR
E1, EIACUTSHEET
Photometric Toolbox
IES ROAD REPORT
PHOTOMETRIC FILENAME: El -AGI
DESCRIPTIVE INFORMATION (From Photometric File)
IESNA:LM-63-2002
[TEST] ISE 34053P7
[TESTLAB] SCALED PHOTOMETRY
[ISSUEDATE] 11/20/2017
[MANUFAC] Lithonia Lighting
[LUMCAT] DSX1 LED P3 30K T4M MVOLT
[LUMINAIRE] DSX1 LED P3 30K T4M MVOLT
[LAMP] LED
[BALLAST] LED DRIVER
LAG1321 File was generated from AGi32
CHARACTERISTICS
DDBXD Dark die
DBLXD Red
Bell Namalammmum
DWHXD Whale
ODBUD Tom no dorkbpay
DB18XD proodbhQ
DRATRD Tettered natural
aluminum
DWHGXD Tenured white
Di LED
Raw Real ISI,
Page l cry
IES Classification
Type IV
Longitudinal Classification
Short
Lumens Per Lamp
N.A. (absolute)
Total Lamp Lumens
N.A. (absolute)
Luminaire Lumens
11425
Downward Total Efficiency
N.A. (absolute)
Total Luminaire Efficiency
N.A. (absolute)
Luminaire Efficacy Rating (LER)
112
Total Luminaire Watts
102
Ballast Factor
1.00
Upward Waste Light Ratio
0.00
Maximum Candela
6502.141
Maximum Candela Angle
35H 70V
Maximum Candela (<90 Degrees Vertical)
6502.141
Maximum Candela Angle (<90 Degrees Vertical)
35H 70V
Maximum Candela At 90 Degrees Vertical
0 (0.0% Luminaire Lumens)
Maximum Candela from 80 to <90 Degrees Vertical
3032.68 (26.5% Luminaire Lumens)
Cutoff Classification (deprecated)
N.A. (absolute)
LUMINAIRE CLASSIFICATION SYSTEM (LCS)
�
Lumens %Lamp
%Luminaire
FL - Front -Low (0-30) 709.2 N.A.
6.2
FM - Front -Medium (30-60) 3332.6 N.A.
29.2
FH - Front -High (60-80) 4695.3 N.A.
41.1
FVH- Front -Very High (80-90) 263.3 N.A.
2.3
BIL - Back -Low (0-30) 467.7 N.A.
4.1
BM - Back -Medium (30-60) 1060.2 N.A.
9.3
BH - Back -High (60-80) 778.8 N.A.
6.8
BVH -Back -Very High (80-90) 118.1 N.A.
1.0
UL-Uplight-Low (90-100) 0.0 N.A.
0.0
UH - Uplight-High (100-180) 0.0 N.A.
0.0
Total 11425.2 N.A.
100.0
BUG Rating B2 -U0 -G3
BPA NB b]/8"
Photometric Tcolboxg, Copyright 2002-2019 by Lighting Analysts, Inc.
Page 1
Calculations based on published IES Methods and recommendations,
values rounded for display purposes.
Results derived from content of manufacturers photometric file.
E1, El PHOTOMETRIC TEST REPORT
E
4
anilablewitlr P<, PS. P6. P],P13.
2 PIo,P11,P12m P13entlmhMeprnP9lL>IdW,a9MonlyewMbk ragatlrer
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nmoralmwrPrybradminrendeabrrebdrtona.'rtins.pra-'Inikapaerasa S56tlbralonloaiadryperFxClelab.3tonNereblewnnp'+ef anll Pabem bl»Tumm'emnplma a9
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Ran
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15 PaczdlormretlaManipintleraxparmllna'rtmM1om Amp BmMaGrmb. 3eea¢evored SMing nap -riled
16 NFONa•noderequimi,Hmus✓hoiere3mdsAippadxasgwaRllreihmM1wn xm4Sz ,CvaEl,mh,e m'mpgaldlmrme.
11 pyourarelre Mad.may1.1,1IH are P10.1lGVorPIRH1KN, fAO.
4PraroppNAAN 'a QllNgwd¢ y' rs. Natawridd-norkhejrdoM PIRHpoxnabk cloa.Poor3.
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El Area Luminaire - EPA
Accessories ■
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2 PIo,P11,P12m P13entlmhMeprnP9lL>IdW,a9MonlyewMbk ragatlrer
a m .area manor, Panplwnau.lamlawmlxwlnwea
wiLJewiAHi
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uaH=° el.wr :ewev; vs. ro.v;waravle
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nmoralmwrPrybradminrendeabrrebdrtona.'rtins.pra-'Inikapaerasa S56tlbralonloaiadryperFxClelab.3tonNereblewnnp'+ef anll Pabem bl»Tumm'emnplma a9
uu aam 6mre,titI 3PAepan Mm be adartdaa w asous arced, ua PwednlMwmNory lrozi I Sam pureasmaerale lMu6tlt
1]Mr. baoNerai wFlRHN. Smmrwellebbod/nbro
tleho .d ocwM1lreard namalaluminummlm.
Ran
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15 PaczdlormretlaManipintleraxparmllna'rtmM1om Amp BmMaGrmb. 3eea¢evored SMing nap -riled
16 NFONa•noderequimi,Hmus✓hoiere3mdsAippadxasgwaRllreihmM1wn xm4Sz ,CvaEl,mh,e m'mpgaldlmrme.
11 pyourarelre Mad.may1.1,1IH are P10.1lGVorPIRH1KN, fAO.
4PraroppNAAN 'a QllNgwd¢ y' rs. Natawridd-norkhejrdoM PIRHpoxnabk cloa.Poor3.
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e.
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Template ae Tnp of Pole
El Area Luminaire - EPA
\ I
- -
I
8
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Mounting Option
3d/8"
A9A
Tenon Mounting Slipfitter
A53 -SEW
AS3-8]90
A53-5390
A53-5330
A53-5990
HANDHOLE ORIENTATION
APA
ASTII�IW
A525 -2H0
AST253NI
AST25A9D
AST25A18
ASRSi90
<
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ASI35-280
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20II
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3.038
2850
3749
SPA MB 2-0/8"
2 O
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3"
35"
BPA NB b]/8"
2-0/8^
3.5"
3S
3^
35"
D
3"
."
9"
B
4"
APBMBA A5 2-]/B'
3.5"
5^
5^
An
S"
W
Cl)LU
NW
LL
W
Q
a<
0
c
N
N
A
Handhole
Template ae Tnp of Pole
El Area Luminaire - EPA
\ I
- -
I
8
I
Mounting Option
3d/8"
A9A
AS15190
A53 -SEW
AS3-8]90
A53-5390
A53-5330
A53-5990
2-]/8"
APA
ASTII�IW
A525 -2H0
AST253NI
AST25A9D
AST25A18
ASRSi90
<
RPA
AST35-IN
ASI35-280
AS➢5250
AST35d90
AST35d20
ASI35J90
Template ae Tnp of Pole
El Area Luminaire - EPA
\ I
- -
I
8
I
Mounting Option
Drilling Template
Single
2eiW
2990
3p90
3@iN Ae9D
N®tl Wotlon
DHII Ngnendmure
p8
SIaeB
DMt9A5
Sltle6a0
DMEBAS
51aeB&C
OMnAS
51tleB C&D
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Aouna Poleonly SltlepB Cao
DM32AS DM49AS
Template ae Tnp of Pole
El Area Luminaire - EPA
\ I
- -
I
8
I
treat lumimneand mragral mouming arm.0 herrewm,armC
bracken
wornera<wnone:are not included
come Enveu.
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3.038
2850
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SPA MB 2-0/8"
2 O
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3"
35"
BPA NB b]/8"
2-0/8^
3.5"
3S
3^
35"
SPBMBA 15 1
3"
."
9"
35"
4"
APBMBA A5 2-]/B'
3.5"
5^
5^
An
S"
'. "MON/A oma C,hon'away • cony G rg 30012. Phone 1800.70.' SERV p378) • x -fences cam
_ L/ONT/NO- do End tun A-ty eranda EgM s, m.. All dgnta raaerved.
COMMERCIAL OUTDOOR
IES ROAD REPORT
PHOTOMETRIC FILENAME: E'I-AGI
POLAR GRAPH
Maximum Candela = 6502.141 Located At Horizontal Angle= 35, Vertical Angle= 70
# 1 - Vertical Plane Through Horizontal Angles (35 - 215) (Through Max. Cd.)
# 2 - Horizontal Cone Through Vertical Angle (70) (Through Max. Cd.)
5
FEATURES & SPECIFICATIONS
INTENDED USE
The sleek design of the 0.5eries S-ae 1 ratted, the embedded high performance
LED technology It Is ideal for many commercial and municipal applications, such as
parking las, plazas, campuses, and strodoxispes.
CONSTRUCTION
Single piece die cast aluminum housing had and el heat sink fins to optimize
thermal management through condudive and convective cooling. Modular
design allows for ease of maintenance and future light engine upgrades. The LED
drivers are mounted in direct contact with the casting to promote low operating
temperature and long life. Housing Is completely sealed against moisture and
environmental contaminants kP65L Low EPA (1.01 FES) for optimized pole wind
loading.
FINISH
Exterior parts are protected by a a nc infused Super Durable TGIC thermoset
powdercoatfinish that provides superior resistance to corrosion and weathering.
A tghtly controlled multi -stage process ensures mum 3 rolls thickness for
afinish that can withstandextremeclimatechangeswithoutcrackingorpeeling
-
Available in both textured and non textured finishes.
OPmcs
Precisionmoldedproprietary acryfm lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. Light engines are Scribble In
standard near K, 4900 K and 5000 K p0 CRI) configurations. The D -Series Size 1
has zero upllght and qualifies as a Nighttime FrandlyTM product, meaning it Is
consistent with the LEEDS' and Green Globes'^° criteria for eliminating wasteful
upligh,.
ELECTRICAL
Light engine configurations consist of highoffiac, LEDs mounted to metal -
care 'circuit boards to maximize heat dissipation and promote long life (up to
L85/100,000 hours at 25°C. Class 1 electronic driven are designed to have a
power factor>90%. THD <20%, and an expected life of 1(St" hours with <i %
failure rate. Easily serviceable 1001 some protection device meets a minimum
Category C Low operation (per ANSIEEEE C62.41,2).
STANDARD CONTROLS
The DON LED area luminaire has a number o4 control options. DSX Size 1,
comes standard with 0-10V dimming drivers. Dusk to dawn controls can be
utilized via optional NEMA twist -lock photocell receptacles Integrated motion
sensors with on -board photocells feature field -adjustable programing and are
suitable for mounting heights up m 30 feet.
Coxl-LED '. "1-"Z?N/A
Raw Real lrn L/O/fT/NO-
Page 2 cry
COMMERCIAL OUTDOOR
nLIGHT AIR CONTROLS
The DSXI LED area luminaire is also available with nLight® AIR for the ultimate
in wireless control. This powerful controls platform provides out-of-the-box basic
motion sensing and photocontrol functionality and Is suitable for mounting
heights up to 40 feet. Once commissioned using a smentphone and the easy -to -
se CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment. Scheduled dimming with motion sensor override can be achieved
when used with the nLight Edypse. Additional Information about ought Air can
be found here.
INSTALLATION
Included mounting block and integral arm facilitate quick and easy installation.
Stainless steel bolts fasten the mounting block securely to poles and wal Is,
enabling the D Serie S' it withstand up t0 a 3.0 Gvbraton load rating per
ANSI C13631. The DS S- l utilizes the AERISto series pole drilling pattern
(template #B). NEMA photocontrol receptacle are also available.
LISTINGS
UL Listed for wet locations Light engines are IP66 rated: luminaire Is IP65 rated.
Rated for -00'C minimum ambient tri Patent No D672,492 S- International
patent pend'mg-
DeslgnLights Consortium® (DEC) Premium qualified product and DEC qualified
product. Not al I versions o4 this product may be DLC Premium qualified or DLC
qualified. Please check the DLC Qualified Products List at www design lights
OPL to confirm which versions are qualified.
International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) Is
available for all products on this page utilizing 3000K color temperature only
BUY AMERICAN
Product with the BAA option Is assembled in the USA and meets the Buy
Am rain) government procurement requirements under FAR, DEARS and DOT.
Please refer to evrm.acuirybrandsmm/buyamerican for additional
Information.
WARRANTY
5 -year limited warranty Complete warranty terms located at
www.acuirybrands.cam/suppo W customer-suppoNterms-and-conditions
Nate: Actual performance may differ as a result of end-user environment and
application.
All values are design or typical values, measured under laboratory conditions at
25^C.
Specifications subject to change without notice.
One Others Way Conyers, Georga 30]12• Phone_ 1EN705 SERVU378) ww Ilthoniamm
0II11}pl Annyn d Lighting, ire All gM1 reserved
IES ROAD REPORT
PHOTOMETRIC FILENAME: EI -AGI
LUMINAIRE CLASSIFICATION SYSTEM (UCS) GRAPH
Luminaire Lumens
m
Uplight
Back
Luminaire Lumens:
Front: Low=709.2, Medium=3332.6, High=4695.3, Very High=263.3
Back: Low=467.7, Medium=1060.2, High=778.8, Very High=118.1
Uplight: Low=0.0, High=0.0
BUG Rating : B2 -UO -G3
100
n
.1�
Front
Photometric Tcolboxg) Copyright 2002-2019 by Lighting Analysts, Inc. Page 9 Photometric Toolboa� Copyright 2002-2019 by Lighting Analysts, Inc. Page 11
Calculations based on published IES Methods and recommendations, values rounded for display purposes. Calculations based on published IES Methods and recommendations, values rounded for display purposes.
Results derived from content of manufacturers photometric file. Results derived from content of manufacturers photometric file.
K
4
5
Dual LED
Re, DO1 of
ge8of.
0
0
c
MAZZIETTO
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Maximum Candela = 6502.141 Located At Horizontal Angle= 35, Vertical Angle= 70
# 1 - Vertical Plane Through Horizontal Angles (35 - 215) (Through Max. Cd.)
# 2 - Horizontal Cone Through Vertical Angle (70) (Through Max. Cd.)
5
FEATURES & SPECIFICATIONS
INTENDED USE
The sleek design of the 0.5eries S-ae 1 ratted, the embedded high performance
LED technology It Is ideal for many commercial and municipal applications, such as
parking las, plazas, campuses, and strodoxispes.
CONSTRUCTION
Single piece die cast aluminum housing had and el heat sink fins to optimize
thermal management through condudive and convective cooling. Modular
design allows for ease of maintenance and future light engine upgrades. The LED
drivers are mounted in direct contact with the casting to promote low operating
temperature and long life. Housing Is completely sealed against moisture and
environmental contaminants kP65L Low EPA (1.01 FES) for optimized pole wind
loading.
FINISH
Exterior parts are protected by a a nc infused Super Durable TGIC thermoset
powdercoatfinish that provides superior resistance to corrosion and weathering.
A tghtly controlled multi -stage process ensures mum 3 rolls thickness for
afinish that can withstandextremeclimatechangeswithoutcrackingorpeeling
-
Available in both textured and non textured finishes.
OPmcs
Precisionmoldedproprietary acryfm lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. Light engines are Scribble In
standard near K, 4900 K and 5000 K p0 CRI) configurations. The D -Series Size 1
has zero upllght and qualifies as a Nighttime FrandlyTM product, meaning it Is
consistent with the LEEDS' and Green Globes'^° criteria for eliminating wasteful
upligh,.
ELECTRICAL
Light engine configurations consist of highoffiac, LEDs mounted to metal -
care 'circuit boards to maximize heat dissipation and promote long life (up to
L85/100,000 hours at 25°C. Class 1 electronic driven are designed to have a
power factor>90%. THD <20%, and an expected life of 1(St" hours with <i %
failure rate. Easily serviceable 1001 some protection device meets a minimum
Category C Low operation (per ANSIEEEE C62.41,2).
STANDARD CONTROLS
The DON LED area luminaire has a number o4 control options. DSX Size 1,
comes standard with 0-10V dimming drivers. Dusk to dawn controls can be
utilized via optional NEMA twist -lock photocell receptacles Integrated motion
sensors with on -board photocells feature field -adjustable programing and are
suitable for mounting heights up m 30 feet.
Coxl-LED '. "1-"Z?N/A
Raw Real lrn L/O/fT/NO-
Page 2 cry
COMMERCIAL OUTDOOR
nLIGHT AIR CONTROLS
The DSXI LED area luminaire is also available with nLight® AIR for the ultimate
in wireless control. This powerful controls platform provides out-of-the-box basic
motion sensing and photocontrol functionality and Is suitable for mounting
heights up to 40 feet. Once commissioned using a smentphone and the easy -to -
se CLAIRITY app, nLight AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment. Scheduled dimming with motion sensor override can be achieved
when used with the nLight Edypse. Additional Information about ought Air can
be found here.
INSTALLATION
Included mounting block and integral arm facilitate quick and easy installation.
Stainless steel bolts fasten the mounting block securely to poles and wal Is,
enabling the D Serie S' it withstand up t0 a 3.0 Gvbraton load rating per
ANSI C13631. The DS S- l utilizes the AERISto series pole drilling pattern
(template #B). NEMA photocontrol receptacle are also available.
LISTINGS
UL Listed for wet locations Light engines are IP66 rated: luminaire Is IP65 rated.
Rated for -00'C minimum ambient tri Patent No D672,492 S- International
patent pend'mg-
DeslgnLights Consortium® (DEC) Premium qualified product and DEC qualified
product. Not al I versions o4 this product may be DLC Premium qualified or DLC
qualified. Please check the DLC Qualified Products List at www design lights
OPL to confirm which versions are qualified.
International Dark -Sky Association (IDA) Fixture Seal of Approval (FSA) Is
available for all products on this page utilizing 3000K color temperature only
BUY AMERICAN
Product with the BAA option Is assembled in the USA and meets the Buy
Am rain) government procurement requirements under FAR, DEARS and DOT.
Please refer to evrm.acuirybrandsmm/buyamerican for additional
Information.
WARRANTY
5 -year limited warranty Complete warranty terms located at
www.acuirybrands.cam/suppo W customer-suppoNterms-and-conditions
Nate: Actual performance may differ as a result of end-user environment and
application.
All values are design or typical values, measured under laboratory conditions at
25^C.
Specifications subject to change without notice.
One Others Way Conyers, Georga 30]12• Phone_ 1EN705 SERVU378) ww Ilthoniamm
0II11}pl Annyn d Lighting, ire All gM1 reserved
IES ROAD REPORT
PHOTOMETRIC FILENAME: EI -AGI
LUMINAIRE CLASSIFICATION SYSTEM (UCS) GRAPH
Luminaire Lumens
m
Uplight
Back
Luminaire Lumens:
Front: Low=709.2, Medium=3332.6, High=4695.3, Very High=263.3
Back: Low=467.7, Medium=1060.2, High=778.8, Very High=118.1
Uplight: Low=0.0, High=0.0
BUG Rating : B2 -UO -G3
100
n
.1�
Front
Photometric Tcolboxg) Copyright 2002-2019 by Lighting Analysts, Inc. Page 9 Photometric Toolboa� Copyright 2002-2019 by Lighting Analysts, Inc. Page 11
Calculations based on published IES Methods and recommendations, values rounded for display purposes. Calculations based on published IES Methods and recommendations, values rounded for display purposes.
Results derived from content of manufacturers photometric file. Results derived from content of manufacturers photometric file.
K
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ISSUE DATE: AUGUST20,2021
ISSUE:
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1. COORDINATE WITH OTHER DISCIPLINE CONTRACT
DOCUMENTS FOR ADDITIONAL INFORMATION AND
REQUIREMENTS.
2. MAINTAIN ELECTRICAL SERVICE CONTINUITY FOR
EXISTING DEVICES OUTSIDE OF PROJECT SCOPE OF
WORK DURING CONSTRUCTION.
3. EXISTING INFORMATION SHOWN ARE BASED ON
AVAILABLE RECORD/AS-BUILT DOCUMENTS.
CONTRACTOR TO FIELD VERIFY EXACT SITE CONDITIONS
AND REPORT ANY DISCREPANCIES PRIOR TO ANY
WORK.
4. ALL PACIFIC POWER UTILITIES UNDERGROUND CONDUIT
TO BE BURIED TO A MINIMUM DEPTH OF 3'.
KEYED NOTES
1. EXISTING MAIN ELECTRICAL ROOM APPROXIMATE
LOCATION.
2. EXISTING PANEL H1P APPROXIMATE LOCATION.
3. PROVIDE POWER CONNECTION TO NEW POLE LIGHT
FIXTURES FROM EXISTING PANEL HIP. PROVIDE
20A/1P CIRCUIT BREAKER WITH /12AWG WIRES IN 1-C.
PROVIDE PULLBOXES AND ANY REOUIRED MOUNTING
ACCESSORIES AS REQUIRED FOR COMPLETE
INSTALLATION.PROVIDE NEW 20FT POLE.
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ISSUE DATE: AUGUST20,2021
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PROJECT NO: 205-067
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iC. : `♦ ♦,� i '.4 p. - .I I ISSUE:
CONSTRUCTION DOCUMENTS
CALCULATION SUMMARY PROJECT NO: 205-067
DRAWN BY: SL
Illuminance (Fc) CHECKED BY: JP
Average = 2.45
E Maximum = 6.6
Minimum 0.8 SITE LIGHTING
Avg/Min Ratio = 3.06
Max/Min Ratio = 8.25 CALCULATION
n ELECTRICAL - SITE LIGHTING CALCULATION
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ISSUE DATE: AUGUST 20,2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: SL
CHECKED BY: JP
ELECTRICAL
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ISSUE DATE: AUGUST 20,2021
ISSUE:
CONSTRUCTION DOCUMENTS
PROJECT NO: 205-067
DRAWN BY: SL
CHECKED BY: JP
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DIAGRAM
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