HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/24/2020Approx 5€I'
I §=.o 0 111 Lsit'l m
LEGEND
-- PROPERTY LINE (SUBJECT PROPERTY)
— PROPERTY LINE (ADJACENT LOTS)
PROPOSED FENCE
DENSITY AND DVJEL JNG UNITS:
MDR
REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS I NET ACRE
RESULT SITE SIZE: 0.85 GROSS ACRES
12-24 DWELLING UNITS PERMITTED
PROPOSED: 18 DWELLING UNITS
21 DU I NET ACRE
VEHICLE PARKING:
REQUIRED: STANDARD: 1 SPACE I DU
RESULT. 18 SPACES
PROPOSED 18 SPACES
OFF-STREET =12 STANDARD, 5 COMPACT,1 ADA
BIKE PARKING:
REQUIRED:
PROPOSED:
OPEN SPACE:
GENERAL O.S
REQUIRED:
PROPOSED:
COMMON O.S.
REQUIRED:
NET.
PROPOSED:
ACTIVE O.S.
REQUIRED:
PROPOSED:
PRIVATE O.S.
REQUIRED:
PROPOSED:
STANDARD: 1 SPACE I DU, 100% LONG-TERM
RESULT: 18 SPACES
18 SPACES PROVIDED IN OUTDOOR ENCLOSURES
STANDARD: 15°!a OF GROSS SITE AREA
RESULT: GROSS SITE: 0.839 NET ACRES
I S% OF GROSS SITE= 0.13 ACRES
0.24+ ACRES (28% OF GROSS SITE)
STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA
(500 SF MINIMUM WITH NO DIMENSION LESS THAN 16)
RESULT: GROSS: 13,276 SF
2,167 SF (COMMON O.S. LESS PRIVATE O.S.)
3,097 SF
STANDARD: 250 SF PER 120 DU (NO DIMENSION LESS THAN 16)
RESULT: 18 DU = 250 SF
250 SF (PLAYGROUND)
STANDARD: 96 SF IDU MIN. {NO DIMENSION LESS THAN 61
RESULT: 18 DU x 96 SF =1,728 SF
1,728 SF (BACKYARDS @ GROUND FLOOR FLATS AND TWO STORY UNITS,
FRONT YARD AND BALCONY @ SECOND STORY FLATS UNITS)
3 PROPOSED POLE MOUNTED LIGHT
�- EXISTING STREET LIGHT TO REMAIN
CONCRETE CURB
NOTE: DEPENDING ON LOCATION, CURB COULD BE INTEGRAL
MONOLITHIC POUR WITH ADJACENT SIDEWALK.
TRASH I RECYCLING ENCLOSURE:
1.5 YARD RECYCLING CONTAINER (7WxWx48")
kig 2 YARD TRASH CONTAINER (78-x50'k48")
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:
• ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP
MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ
REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER
CONTAMINATION.
• CHEMICAL HANDLING, STORAGE, AND USE: CONTRATORS6DEVELOPERS SHALL BE
RESPONSIBLE FOR 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.
o EQUIPMENT MAINTENANCE AND FUELING- PRECAUTIONS SHALL BE TAKEN TO PREVENT
FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING
PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS
AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR
LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
• NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING
CONSTRUCTION AND PERMANENTLY AT TRASHIRECYCLING ENCLOSURE AND ADJACENT TO
THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS,
EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING
UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ
(541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB.
CONSTRUCTION NOTES
1 . THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.
2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC.,
310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389.
3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK
PRIOR TO EXECUTION OF ANY WORK.
4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE
REVIEWS.
5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO
EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING
CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.
6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.
7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION
METHODS.
8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE
SLABS MEET WALLS OR OTHER STRUCTURES.
9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.
10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).
10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.
11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED
LIMITS, AND SHALL BE AT 90- ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS
OTHERWISE INDICATED.
12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.
13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION.
14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
11-20-2020
STANDARD PARKING SPACE (9' x 18')
INCLUDES WHEEL STOP TO MEET
REQUIREMENTS OF SDC 3.240(8)(f).
U
COMPACT PARKING SPACE (8' x 18')
Q
INCLUDES WHEEL STOP TO MEET
REQUIREMENTS OF SDC 3.240(8)(f).
ADA PARKING SPACE (9' x 18`)
INCLUDES WHEEL STOP TO MEET
REQUIREMENTS OF SDC 3.240(8)(f).
4
as a
6`
CONCRETE PAVING - PEDESTRIAN
AC PAVING - VEHICULAR
PLANT BEDS
LAWN
ACTIVE RECREATION AREA
(PLAYGROUND)
-------
VEGETATED STORMWATER TREATMENT AREA
],(SEE
CIVIL PLANS)
DENSITY AND DVJEL JNG UNITS:
MDR
REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS I NET ACRE
RESULT SITE SIZE: 0.85 GROSS ACRES
12-24 DWELLING UNITS PERMITTED
PROPOSED: 18 DWELLING UNITS
21 DU I NET ACRE
VEHICLE PARKING:
REQUIRED: STANDARD: 1 SPACE I DU
RESULT. 18 SPACES
PROPOSED 18 SPACES
OFF-STREET =12 STANDARD, 5 COMPACT,1 ADA
BIKE PARKING:
REQUIRED:
PROPOSED:
OPEN SPACE:
GENERAL O.S
REQUIRED:
PROPOSED:
COMMON O.S.
REQUIRED:
NET.
PROPOSED:
ACTIVE O.S.
REQUIRED:
PROPOSED:
PRIVATE O.S.
REQUIRED:
PROPOSED:
STANDARD: 1 SPACE I DU, 100% LONG-TERM
RESULT: 18 SPACES
18 SPACES PROVIDED IN OUTDOOR ENCLOSURES
STANDARD: 15°!a OF GROSS SITE AREA
RESULT: GROSS SITE: 0.839 NET ACRES
I S% OF GROSS SITE= 0.13 ACRES
0.24+ ACRES (28% OF GROSS SITE)
STANDARD: .25 SF 11.00 SF OF GROSS FLOOR AREA
(500 SF MINIMUM WITH NO DIMENSION LESS THAN 16)
RESULT: GROSS: 13,276 SF
2,167 SF (COMMON O.S. LESS PRIVATE O.S.)
3,097 SF
STANDARD: 250 SF PER 120 DU (NO DIMENSION LESS THAN 16)
RESULT: 18 DU = 250 SF
250 SF (PLAYGROUND)
STANDARD: 96 SF IDU MIN. {NO DIMENSION LESS THAN 61
RESULT: 18 DU x 96 SF =1,728 SF
1,728 SF (BACKYARDS @ GROUND FLOOR FLATS AND TWO STORY UNITS,
FRONT YARD AND BALCONY @ SECOND STORY FLATS UNITS)
3 PROPOSED POLE MOUNTED LIGHT
�- EXISTING STREET LIGHT TO REMAIN
CONCRETE CURB
NOTE: DEPENDING ON LOCATION, CURB COULD BE INTEGRAL
MONOLITHIC POUR WITH ADJACENT SIDEWALK.
TRASH I RECYCLING ENCLOSURE:
1.5 YARD RECYCLING CONTAINER (7WxWx48")
kig 2 YARD TRASH CONTAINER (78-x50'k48")
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:
• ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP
MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ
REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER
CONTAMINATION.
• CHEMICAL HANDLING, STORAGE, AND USE: CONTRATORS6DEVELOPERS SHALL BE
RESPONSIBLE FOR 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.
o EQUIPMENT MAINTENANCE AND FUELING- PRECAUTIONS SHALL BE TAKEN TO PREVENT
FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING
PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS
AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR
LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
• NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING
CONSTRUCTION AND PERMANENTLY AT TRASHIRECYCLING ENCLOSURE AND ADJACENT TO
THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS,
EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING
UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ
(541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB.
CONSTRUCTION NOTES
1 . THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.
2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC.,
310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389.
3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK
PRIOR TO EXECUTION OF ANY WORK.
4. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE
REVIEWS.
5. THERE SHALL BE REQUIRED REVIEWS BY OWNER'S REPRESENTATIVE PRIOR TO
EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING
CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.
6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.
7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION
METHODS.
8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE
SLABS MEET WALLS OR OTHER STRUCTURES.
9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.
10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).
10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.
11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED
LIMITS, AND SHALL BE AT 90- ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS
OTHERWISE INDICATED.
12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.
13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION.
14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
11-20-2020
III fl,011
PROPERTY LINE (SUBJECT PROPERTY)
PROPERTY LINE (ADJACENT LOTS)
SITE PLAN NOTES
DENSITY AND DWELLING UNITS:
MDR ,
REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS I NET ACRE
RESULT SITE SIZE: 0.85 GROSS ACRES
12-24 DWELLING UNITS PERMITTED
PROPOSED: 18 DWELLING UNITS
21 DU I NET ACRE
VEHICLE PARKING:
REQUIRED:
STANDARD: I SPACE/ DU
PROPOSED FENCE
RESULT: 18 SPACES
PROPOSED
STANDARD PARKING SPACE (W x lV)
OFF-STREET =12 STANDARD, 5 COMPACT, I ADA
BIKE PARKING:
REQUIRED:
STANDARD: I SPACE I DU, 100% LONG-TERM
INCLUDES WHEEL STOP TO MEET
RESULT: 18 SPACES
PROPOSED:
18 SPACES PROVIDED IN OUTDOOR ENCLOSURES
OPEN SPACE:
GENERAL O.S.
REQUIREMENTS OF SDC 3.240(8)(1).
REQUIRED:
STANDARD: 150/6 OF GROSS SITE AREA
RESULT: GROSS SITE: 0.839 NET ACRES
COMPACT PARKING SPACE (8x IV)
PROPOSED:
0.24+ ACRES (28% OF GROSS SITE)
COMMON O.S.
REQUIRED:
STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA
INCLUDES WHEEL STOP TO MEET
RESULT: GROSS: 13,276 SF
NET:
2,167 SF (COMMON O.S. LESS PRIVATE O.S.)
PROPOSED:
3,097 SF
REQUIREMENTS OF SDC 3.240(8)(1;).
REQUIRED:
STANDARD: 250 SF PER / 20 DU (NO DIMENSION LESS THAN 16)
RESULT: 18 DU = 250 SF
PROPOSED:
ADA PARKING SPACE (W x IV)
PRIVATE O.S.
A
REQUIRED:
STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN V)
INCLUDES WHEEL STOP TO MEET
PROPOSED:
1,728 SF (BACKYARDS @ GROUND FLOOR FLATS AND TWO STORY UNITS,
FRONT YARD AND BALCONY @ SECOND STORY FLATS UNITS)
REQUIREMENTS OF SDC 3.240(8)(f).
-- ---- ---- A\
CONCRETE PAVING -"PEDESTRIAN
AC PAVING - VEHICULAR
pro 451
15, m
PLANT BEDS
Approx 5W adjoining setback
LAWN
ACTIVE RECREATION AREA
(PLAYGROUND)
S. ......
VEGETATED STORMWATER TREATMENT AREA
g ,Y........
(SEE CIVIL PLANS)
SITE PLAN NOTES
DENSITY AND DWELLING UNITS:
MDR ,
REQUIRED: MDR STANDARD: 14 TO 28 DWELLING UNITS I NET ACRE
RESULT SITE SIZE: 0.85 GROSS ACRES
12-24 DWELLING UNITS PERMITTED
PROPOSED: 18 DWELLING UNITS
21 DU I NET ACRE
VEHICLE PARKING:
REQUIRED:
STANDARD: I SPACE/ DU
RESULT: 18 SPACES
PROPOSED
18SPAGES
OFF-STREET =12 STANDARD, 5 COMPACT, I ADA
BIKE PARKING:
REQUIRED:
STANDARD: I SPACE I DU, 100% LONG-TERM
RESULT: 18 SPACES
PROPOSED:
18 SPACES PROVIDED IN OUTDOOR ENCLOSURES
OPEN SPACE:
GENERAL O.S.
REQUIRED:
STANDARD: 150/6 OF GROSS SITE AREA
RESULT: GROSS SITE: 0.839 NET ACRES
15% OF GROSS SITE= 0-13 ACRES
PROPOSED:
0.24+ ACRES (28% OF GROSS SITE)
COMMON O.S.
REQUIRED:
STANDARD: .25 SF / 1.00 SF OF GROSS FLOOR AREA
(500 SF MINIMUM WITH NO DIMENSION LESS THAN 16)
RESULT: GROSS: 13,276 SF
NET:
2,167 SF (COMMON O.S. LESS PRIVATE O.S.)
PROPOSED:
3,097 SF
ACTIVE O.S.
REQUIRED:
STANDARD: 250 SF PER / 20 DU (NO DIMENSION LESS THAN 16)
RESULT: 18 DU = 250 SF
PROPOSED:
250 SF (PLAYGROUND)
PRIVATE O.S.
REQUIRED:
STANDARD: 96 SF /DU MIN. (NO DIMENSION LESS THAN V)
RESULT: 18 DU x 96 SF =1,728 SF
PROPOSED:
1,728 SF (BACKYARDS @ GROUND FLOOR FLATS AND TWO STORY UNITS,
FRONT YARD AND BALCONY @ SECOND STORY FLATS UNITS)
PROPOSED POLE MOUNTED LIGHT
EXISTING STREET LIGHT TO REMAIN
m CONCRETE CURB
NOTE: DEPENDING ON LOCATION, CURB COULD BE INTEGRAL
MONOLITHIC POUR WITH ADJACENT SIDEWALK
TRASH I RECYCLING ENCLOSURE:
C) C)
lwl 1.5 YARD RECYCLING CONTAINER (78 -x38 -x48-)
2 YARD TRASH CONTAINER (78'x50 -x48")
GROUNDWATER PROTECTION
DURING CONSTRUCTION
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:
e 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.
e CHEMICAL HANDLING, STORAGE, ANI} USE. CONTRATORS/DEVELOPERS SHALL BE
RESPONSIBLE FOR 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 MATERIALSIWASTES, MUST NOT ENTER THE SOIL OR
BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN
ADEQUATE SECONDARY CONTAINMENT.
* EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT
FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING
PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS
AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR
LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
# NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING
CONSTRUCTION AND PERMANENTLY AT TRASH/RECYCLING ENCLOSURE AND ADJACENT TO
THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS,
EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING
UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ
(541-744-3745) TO PURCHASE SIGNS DIRECTLY FROM SUB.
CONSTRUCTION NOTES
1. THIS SHEET SHOWS EXISTING CONDITIONS TO REMAIN AND NEW SITE IMPROVEMENTS.
2. EXISTING CONDITIONS INFORMATION BASED ON SURVEY BY BRANCH ENGINEERING, INC.,
310 FIFTH STREET, SPRINGFIELD, OREGON 97477, (541) 746-0637 - FAX (541) 746-0389.
3. NOTIFY OWNERS REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK
PRIOR TO EXECUTION OF ANY WORK.
4. OWNERS REPRESENTATIVE SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ANY SITE
REVIEWS.
5. THERE SHALL BE REQUIRED REVIEWS BY OWNERS REPRESENTATIVE PRIOR TO
EXECUTION OF ANY WORK, INCLUDING AFTER STAKING & LAYOUT, PRIOR POURING
CONCRETE, PRIOR TO BACKFILLING AND ROUGH GRADING.
6. PROVIDE SLEEVING UNDER HARDSCAPE TO ALL IRRIGATED LANDSCAPE AREAS.
7. SEE DETAILS FOR INFORMATION ON CONSTRUCTION MATERIALS AND INSTALLATION
METHODS.
8. PROVIDE EXPANSION JOINTS (EJ) AT INTERSECTIONS, CORNERS, OR WHERE CONCRETE
SLABS MEET WALLS OR OTHER STRUCTURES.
9. PROVIDE CONSTRUCTION JOINTS (CJ) BETWEEN ALL POURS.
10. ALL CONCRETE PAVING JOINTS NOT LABELED OTHERWISE ARE CONTROL JOINTS (SJ).
10. OMIT DOWELS AT EXPANSION JOINTS ABUTTING WALLS AND STRUCTURES.
11. ALL CONCRETE PAVING JOINTS SHALL BE EQUALLY SPACED BETWEEN SHOWN OR NOTED
LIMITS, AND SHALL BE AT 90- ANGLES TO EDGES OF PAVEMENT AND OTHER JOINTS UNLESS
OTHERWISE INDICATED.
12. ALIGN CURB AND GUTTER JOINTS WITH CONCRETE PAVING JOINTS WHERE ADJACENT.
13. SEE BUILDING PLANS FOR FOR ADDITIONAL BUILDING INFORMATION.
14. SEE CIVIL PLANS FOR ADDITIONAL CIVIL INFORMATION.
LAND USE
REVIEW SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
11-20-2020