HomeMy WebLinkAboutPlans Applicant 8/23/2023p' 150' 30V 600'
1 OVERALL SITE -PLAN _ "RAP„IG SCALE
1” = 300'-0'
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p' 150' 30V 600'
1 OVERALL SITE -PLAN _ "RAP„IG SCALE
1” = 300'-0'
ARCHITECTURE ■
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SHEET TITLE:
SITE
INFORMATION
CODE
REVISIONS:
# DESCRP. DATE
ISSUE DATE: 04/20/23
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SHEET TITLE:
SITE
INFORMATION
CODE
REVISIONS:
# DESCRP. DATE
ISSUE DATE: 04/20/23
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1 SITE PLAN
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KEYNOTES
11
LINE OF (E) BUILDING ROOF OVERHANG
12
LINE OF (E) CRANE SHED ROOF
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1 SITE PLAN
1 = 20'-0"
KEYNOTES
11
LINE OF (E) BUILDING ROOF OVERHANG
12
LINE OF (E) CRANE SHED ROOF
13
PROPOSED MAIN ENTRY
15
AREA OF PAVING TO BE REPLACED
ARCHITECTURE M
SHEET TITLE:
SITE PLAN
REVISIONS:
# DESCRP. DATE
ISSUE DATE: 10/06/2022
A001
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SHEET TITLE:
SITE PLAN
REVISIONS:
# DESCRP. DATE
ISSUE DATE: 10/06/2022
A001
CONSTRUCTION NOTES
OSAWCUT AND REMOVE EXISTING CONCRETE OR ASPHALT.
O CONSTRUCT THICKENED CONCRETE PAVING SEE DETAIL 7, SHEET C-2.
OFURNISH AND INSTALL 6" WIDE COSON STEEL TRENCH DRAIN PER DETAILS I
AND 2, SHEET C-2. CONNECT TO STORM SYSTEM. SLOPE BOTTOM AT 0.5%.
INSTALL ADA ACCESSIBLE TRENCH GRATE PER DETAIL 4, SHEET C-2.
OFURNISH AND INSTALL 24" WIDE CATCH BASIN WITH AOA ACCESSIBLE GRATE
PER DETAILS 3 AND 5, SHEET C-2.
OINSTALL 4" STORM PIPE PER TRENCH DETAIL 6, SHEET C-2.
OCONNECT STORM PIPE TO EXISTING STORM SYSTEM ON SITE. CONTRACTOR TO
VERIFY LOCATION, DEPTH, AND SIZE OF EXISTING STORM PIPE PRIOR TO
INSTALLATION AND ORDERING PARTS TO ENSURE AN APPROPRIATE CONNECTION
IS MADE. EXISTING PIPE LOCATION SHOWN IS SCHEMATIC. COORDINATE WITH
ENGINEER AND PLUMBING INSPECTOR DURING CONSTRUCTION.
SAWCUTTING NOTES
1. DO NOT ALLOW SAW CUT SLURRY AND/OR RUNOFF TO ENTER STORM
DRAINS OR WATER COURSES.
2r 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.
UTILTIY NOTES
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN
APPROXIMATE. WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY
THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE
THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK,
AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE
AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR
SHALL CONTACT UNDERGROUND SERVICE ALERT (USA) AT (800) 227-2600
TO INDICATE EXISTING UTILITIES AT LEAST 48 HOURS PRIOR TO BEGINNING
WORK. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO
PROTECT THESE UTILITIES, THE CONTRACTOR SHALL DO NO EXCAVATION UNTIL
ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN
GIVEN THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD.
2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE
LOCATION, ELEVATION AND MATERIAL TYPE FOR ALL EXISTING UNDERGROUND
UTILITIES ON SITE, ACROSS THE SITE AND AT THE INDICATED POINTS OF.
CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON
THE PLAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC.
IMMEDIATELY. THE CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY SERVICE
WILL MEET THE INDICATED PIPE SLOPES.
J. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND
MANUFACTURER'S SPECIFICATIONS.
4. ALL WORK WITHIN PUBLIC RIGHT—OF—WAY SHALL BE PER CITY OF
SPRINGFIELD PUBLIC WORKS REQUIREMENTS. A RIGHT—OF—WAY USE AND
EXCAVATION PERMIT ALONG WITH A TRAFFIC CONTROL PLAN WILL BE
REQUIRED PRIOR TO ANY WORK IN THE PUBLIC RIGHT—OF—WAY.
BENCHMARK
ALL ELEVATIONS ARE BASED ON AN ASSUMED DATUM.
NOTES
1, LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A
COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND, AS—BUILT
DRAWINGS AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO
ACTUAL LOCATION OF UNDERGROUND UTILITIES.
2. ALL DISTANCES SHOWN ARE IN FEET.
3. ALL BEARINGS ARE ASSUMED.
❑ ❑ ❑ ❑ ❑ ❑
GRAPHIC SCALE
5 0 2.5 5 10
( IN FEET )
Branch Engineering, Inc.
ranch
ENGINEERING=
Since 1977
civil • transportation
structural • geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www.BranchEngineering.com
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DIGITALLY SIGNED
OREGON
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EXPIRES: DECEMBER 31, 2024
project title:
sheet:
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revisions:
CCt-011
date:
APR. 27, 2023
drawn by:
KS
designer:
NP
project no:
22-649
GRADING
EXHIBIT
sheet:
C-1
Mranch
ENGINEERING-.
Si11c81g77
civil • transportation
structural• geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p. 541.746 0637
www. Branch EngI neen ng. corn
6';q�W479232PEP
DIGITALLY SIGNED
� OREGON =
�qN PAA��-
EXPIRES: DECEMBER 51, 2024
project title
0
L!1
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IJP � LL
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revisions:
CCl -008
date: FEB. 22, 2023
drawn by: KS
designer: NP
project no: 22-649
DETAILS
sheet:
C2
SET RIM FLUSH TO HEAVY DUTY
FINISHED GRADE BICYCLE—PROOF CRATE
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PER PLAN
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STEEL TRENCH DRAIN
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PIPE SIZE AND TYPE P
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NOTE:suecRaoe
NOTES
(5TOTAL FOR EACH TRENCH)
AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME TRENCH.
L 40111's M BE ueamuu Is' O.C. c WAY.
TRENCH SECTION
END PLATE ELEVATION
CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE CODES
ON UTILITY
z. ✓owrED Sue PMEiS SHau BE R➢LP.xLY sciWT IN S E ANo ASPECT WM SHV1 NOT EXCEED IS.L
SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION BETWEEN JOINT TRENCH UTILITIES
a WWELS SN,u BE r ER➢N = OF CONCRETE PAKM6NT Aw C AROW cansmocnoN ✓ejL
4 CENTS BOWEL flM5 ON . BT..
SHALL BE 12" OR GREATER.
s Down BARS "LL BE GRADE Be
6. rima a siI BE NACEO PARALLEL M EACH OMER & PERPENMCIXAR To Jt HNT
T SECURE DOWEL BAR B4SYEf M COBPACIEO &Y, AS NEWER W PRE eNT MOVEMENT MPP POUR
OGIBSON STEEL 6 "WxI "D TRENCH DRAIN
O TYPICAL TRENCH DETAILO
THICKENED CONCRETE WITH REINFORCEMENT
SCALE: NONE
SCALE: N.T.S.
SCALE: N.T.S.
Mranch
ENGINEERING-.
Si11c81g77
civil • transportation
structural• geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p. 541.746 0637
www. Branch EngI neen ng. corn
6';q�W479232PEP
DIGITALLY SIGNED
� OREGON =
�qN PAA��-
EXPIRES: DECEMBER 51, 2024
project title
0
L!1
O
m FW- w
Ln 0
IJP � LL
Q N Z
M
N O N
revisions:
CCl -008
date: FEB. 22, 2023
drawn by: KS
designer: NP
project no: 22-649
DETAILS
sheet:
C2