HomeMy WebLinkAboutPlan, Tentative APPLICANT 8/17/2017WATER CONSTRUCTION NOTES
200 NEW WATER METER BY SPRINGFIELD UTILITY BOARD (S.U.B.)
201 PROPOSED 2" DOMESTIC WATERLINE.
202 PROPOSED BACKFLOW PREVENTOR ENCLOSURE
203 PROPOSED 6" FIRE LINE
204 TRAP PRIMER WATER LINE (CONNECT TO BUILDING WATER SYSTEM)
WASTEWATER CONSTRUCTION NOTES
300 CONNECT TO EXISTING 8" SANITARY SEWER LATERAL.
301 PROPOSED 6" SANITARY SEWER LINE.
302 PROPOSED SANITARY SEWER CLEANOUT
303 PROPOSED 4" SANITARY SEWER LINE
304 PROPOSED SANITARY SEWER DRAIN (HYDRAULICALLY SEPARATED AND CONNECTED TO
BUILDING SEWER)
STORMWATER CONSTRUCTION NOTES
400 PROPOSED DETENTION POND
401 PROPOSED STORM OUTFALL
402 PROPOSED STORMWATER CLEANOUT
403 PROPOSED 6" STORMWATER LINE
404 PROPOSED STORMWATER DETENTION CONTROL STRUCTURE WITH ORIFICE
405 PROPOSED 10" STORMWATER LINE
@6)_CONNECT PROPOSED 10" STORMWATER LINE TO EXISTING CURB INLET
(4D_PROPOSED STORMWATER TRENCH DRAIN
MISCELLANEOUS UTILITIES CONSTRUCTION NOTES
500 REPLACE EXISTING L.P.S LIGHT WITH L.E.D. LIGHT.
SECTION A -A
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GRADING & PAVING CONSTRUCTION NOTES
(0— PROPOSED AC PAVING
(ED- PROPOSED CURB AND GUTTER WITH REVERSE GUTTER
502 PROPOSED CURB AND GUTTER
(9�_ PROPOSED CONCRETE SIDEWALK
504 PROPOSED CONCRETE DRIVEWAY
505 PROPOSED CONCRETE ADA RAMP
@6_ PROPOSED CURB CUT FOR DRAINAGE TO DETENTION POND
507 PROPOSED TRUCK RAMP
508 PROPOSED CONCRETE CHANNEL
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PAVING LEGEND,
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HEAVY PAVI N G
-EARTHWORK QUANTITIES
CUT: 1,450 C.Y.
FILL: 2,800 C.Y.
NET: 1,350 C.Y.
Date Received
n no
AUG 17 f!"
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44 #4 RMAR - 12- ON CENTER
44, L.S., BOTH WAYS PLACED 20
ABOVE THE BOTTOM OF SLAB
OAS 0A""q*— 2" OF 3/4'** MINUS
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DRNEWAY DETAIL
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GRAPAIC SCALE
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COMPACTED AT 95% RELATIVE
97.96
COMPACTION MODIFIED PROCTOR
COMPACTION MODIFIED PROCTOR
COMPACTED SUBGRADE
COMPACTED SUBGRADE
NOTE:
SEE GEOTECHNICAL ENGINEER'S REPORT FOR
NOTE: SEE GEOTECHNICAL ENGINEER'S REPORT FOR
EXCAVATION AND STRUCTURAL FILL REQUIREMENTS.
EXCAVATION AND STRUCTURAL FILL REQUIREMENTS.
hTAVY AC PAVING SECTIONLIGHT
AC PAVING SECTION
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80' EASEMENT FOR ROADWAY
TO ALBERT LYLE MOUSER AND
ARDYCE ELLA HOUSER
BY WARRANTY DEED
RECEPTION NO. 1981-014165
ranch
;ENGINEERING-
Since 1977
civil - transportation
structural - geotechnical
S U R V E Y I N G
310 5th Street
Springfield, OR 97477
,..p,_541.746.0637"^
www.BranchEngineering.com
Springfield OR I Salem OR
PROFS
N &
#62 80PE
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EXPIRES: JUNE 30, 2019
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80' EASEMENT FOR ROADWAY
TO ALBERT LYLE MOUSER AND
ARDYCE ELLA HOUSER
BY WARRANTY DEED
RECEPTION NO. 1981-014165
ranch
;ENGINEERING-
Since 1977
civil - transportation
structural - geotechnical
S U R V E Y I N G
310 5th Street
Springfield, OR 97477
,..p,_541.746.0637"^
www.BranchEngineering.com
Springfield OR I Salem OR
PROFS
N &
#62 80PE
)igita y signed by Damien I ert
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EXPIRES: JUNE 30, 2019
project title:
EXIS71NG FIRE
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designer: GM
HIGH BANKS ROAD
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project no: 16-146
B INLET
"ORF
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PROPOSED
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GENERAL NOTES
1. DIMENSIONS ARE FROM FACE OF STUD OR FACE OF MASONRY.
2. SEE SHEET A104 FOR WALL TYPES.
3. PROVIDE BLOCKING IN THE WALLS AT ALL DOOR STOPS, TOILET COMPARTMENTS, LAVATORY
SUPPORTS, AND AT ALL OTHER EQUIPMENT AND ACCESSORY LOCATIONS. - SEE S/A501
ALL OF THE OF THE TOILET ROOM ACCESSORIES LISTED UNDER SPECIFICATION SECTION 10 2813
WILL REQUIRE BACK BLOCKING.
4. VAPOR RETARDER UNDER CONCRETE SLAB GRANULAR BASE, SEE A302.
5. FOR LOCATIONS OF RETURN AIR DUCTS IN STUD WALLS, SEE SHEET M1.1.
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Date Received
AUG 17 2017
Original Submiftai ,Udd_--
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662
Property Number:
Sheet Title:
FLOOR PLANS
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Sheet Title:
FLOOR PLANS
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ELEV. 116_-C
TOP OF C.M.L
ELEV. 113'-'
BEARING
} ELEV. 100'-0
MAIN FLOOR
ELEV. 126'
TOP OF C.M.
18' -
TOP OF C.M.
114' -
BOTTOM OF C
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LINE OF GRADE ---" 4% MAX
BEYOND z SLOPE DOWN
-- CONTROL JOINTS AT
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0 "¢ CENTERS.
-�j—ELEV-96'-0-
LOADING
6'-0"
LOADING DOCK
� SCALE: 1/8" = 1'-0"
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TRENCH DRAIN SEE
CIVIL DRAWINGS
BUILDING SECTION
D SCALE: 1/8" = 1'-0"
LEVEL SPACE
ELEV. 100'-0-
MAIN
00'-0"�_
MAIN FLOOR
Date Received
AUG 17 2017
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Sheet Title:
SITE PLAN -
OVERALL
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NOTES
�I 51KE RACK SEE DETAIL A/512202
�2 DUMP5TER ENCL05URE SEE DETAIL ArC 4 E/5D205
Q REPLACE ASPHALT IN LOC ATI ON SHOA AS PER G I TY OF 5PRI NGF I ELD
STANDARD5
�4 PAVEMENT MARKING5 TO BE 4" WIDE AND 2'-O" O/C
O ASPHALT PAVING SEE DETAIL AJ505
O LIGHT POLE - SEE ELECT.
ACCESS I BLE PARKING SEE DETAIL B/5D202
O BOLLARD SEE DETAIL 0/5D2O2
Uq PAINT DIRECTIONAL ARROWS WHITE
(2) GOATS
10 EXPANSION AND CONTROL JOINTS SEE DETAIL J/SD201
TYP.
I I MONUMENT 516N 5EE DETAIL 5/f=105.
12 LIGHT POLES SEE DETAIL E 4 F/5D502.
13 BOLLARD SEE DETAIL M/A5.5
14 NO PARKING SIGN
6ENERAL NOTES
BUILDING USE
BUILDING SOFT.
PARKING REQUIREMENTS:
WAREHOUSE COMMERCIAL SALES
11,042 SOFT
I FOR EACH 600 SOFT GRO55
FLOOR AREA REQUIRED = 141 REQUIRED
55 PROVIDED INCLUDING 2 ACCESSIBLE
LOT CONDITIONS: LOT SIZE = 121,532.64 SOFT (2.741 AGRE5)
BUILDING COVERAGE =,4%
LANDSCAPE AREA = 42.5%
GONG/ASPHALT = 46.1%
SITE PIAN - L.A1'OUT
50A1.Es l" = 20s-0"
AUG 17 K"07
Odginal Subm1ttal—t—T11---
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SITE PLAN -
LAYOUT
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SITE PLAN -
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ASPHALT PAVING
SEEVARIES
NOTE 2 (SEE NOTE 1)
FINISH 1% MINIMUM
GRADE 2% MAXIMUM
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DRAINAGE STRUCTURES AND MECHANICAL ENCLOSURES)
SEE PLAN
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GRADE, SEE PLAN i SAW -CUT CONTROL JOINT
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TYPICAL CONTROL JOINT
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2" PRIOR TO PLANTING
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FINISH GRADE
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CURB AN�DGM TTE�R- OUT FLOW
EXPANSION
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SIDEWALK
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RAMP SIDEWALK AT
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GENERAL NOTES
SITE OBSERVATIONS BY CIVIL ENGINEER
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SEE SITE PLAN FOR APRON, MOW STRIP AND
THE CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN HE HAS REACHED
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SIDEWALK LOCATIONS AND WIDTHS.
THE CONSTRUCTION STAGE LISTED BELOW AND BEFORE THE WORK TO BE
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2.
1" PRIOR TO SEEDING, 2" PRIOR TO SODDING AND 4" IN
ANY NECESSARY CORRECTIONS. SITE OBSERVATIONS SHALL BE DONE BY
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PLANTING AREAS.
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THE ENGINEER OF RECORD OR AN APPROVED LICENSED CIVIL ENGINEER
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EXPANSION JOINT MATERIAL SHALL BE RECESSED 114"
AT THE STAGES OF CONSTRUCTION LISTED BELOW.
WHERE SEALANT IS NOT APPLIED, AND 112" WHERE
SEALANT IS APPLIED.
1. PRIOR TO PLACEMENT OF CONCRETE, VERIFY THAT THE
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CONSTRUCTION DIMENSIONS AND SPOT ELEVATIONS FOR
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4.
EXTERIOR CONCRETE:
LOCATIONS OF FORMS FOR CONCRETE FOOTINGS, STEM WALLS,
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USE 4,500 PSI. MIN. IF EXPOSED TO FREEZE -THAW
BUILDING SLABS, MECHANICAL AND ELECTRICAL EQUIPMENT
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CYCLES AND/OR DE-ICER SALTS. USE 3,000 PSI MIN.
OTHERWISE EXCEPT USE 4000 PSI AT CONCRETE
SLABS, CURBS, GUTTERS, WALKWAYS, AND DRAINAGE SYSTEMS
�'
ARE CORRECT.
PAVING.
2. PRIOR TO PLACEMENT OF PAVING AGGREGATE BASE, AND
5.
CONTRACTOR TO INSTALL EXPANSION AND CONTROL
TOPSOIL, THAT THE ELEVATIONS OF THE ROUGH GRADING ARE
JOINTS AS REQUIRED PER THE SPECIFICATIONS,
CORRECT AND THAT THE WORK CONFORMS TO THE CONTRACT
DOCUMENTS. PERFORM PROOF -ROLL TO DETECT UNSTABLE
6.
ALL AGGREGATES SHALL SATISFY ASTM AND
AREAS OF SUBGRADE.
Date Received
DEPARTMENT OF TRANSPORTATION STRENGTH AND
3. PRIOR TO PLACEMENT OF PAVING, VERIFY ROAD BASE THICKNESS,
DURABILITY REQUIREMENTS. GRANITE AGGREGATES
GRADING AND COMPACTION TESTING.
� 67
ARE PREFERRED BUT HIGH QUALITY LIMESTONE
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AGGREGATES ARE ACCEPTABLE. SEE SPECIFICATION.
4. DURING PLACEMENT OF PAVING, VERIFY THICKNESS,
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SMOOTHNESS, METHOD, AND COMPACTION TESTING.
7.
ALL REINFORCING BARS ARE TO BE EPDXY COATED,
OF3g in�� ����1r1
IN CONCRETE CURBS, GUTTERS, SIDEWALKS, PAVING,
BASINS.
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Property Number:
Sheet Title:
SITE CIVIL
DETAILS-
MISC. CONC
S
WEL-BH
PROJECTS
Sheet:
SD201
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662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS-
MISC. CONC
S
WEL-BH
PROJECTS
Sheet:
SD201
STAINLE;
BASE PL
POST IN%
CONCRE'
SEE E/SE
<V
4" AGGRL��,
BID PER DIVISION 05
rAN B I CYCLE RACK DETAIL INSTALL PER DIVISION 03
RIRRON RACK - 11 - 1OR 1/4"
NOTES:
1. PROVIDE DETECTABLE WARNING PANELS PER ADA REQUIREMENTS AT PUBLIC RIGHT-OF-WAYS (MINIMUM OF 2' DEEP BY THE WIDTH OF RAMP).
2. UNLESS REQUIRED OTHERWISE BY THE AUTHORITY HAVING JURISDICTION, USE A LIGHT BROOM FINISH ON RAMPS AND LANDINGS TO MATCH
THE FINISHES ON THE SIDEWALKS.
3. 5% (MAXIMUM) IN DIRECTION OF TRAVEL, LIMIT CROSS SLOPE ON SIDEWALKS 2%.
4. ALL LANDINGS MUST HAVE 1:48 CROSS SLOPE AND RUNNING SLOPE. LANDING MUST BE AS WIDE AS THE RAMP.
5. CROSS SLOPE ON RAMP MUST BE 1;48 OR LESS.
6. COUNTER SLOPES OF ADJOINING GUTTERS AND PAVING ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5%), ALTHOUGH
CODE ALLOWS A 1V/12H (8.33%) SLOPE.
NOTE 2
LANDING
CURB MAY BE
F0411 SUBSTITUTED
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CURB RAMP TYPE —
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AT CONTRACTORS OPTION, AREA
UNDER ACCESSIBLE PARKING MAY
BE PLACED AS 5" THICK CONCRETE SIDEWALK TO BE 1/4"
OVER 4" AGGREGATE BASE. HIGHER THAN PAVING
AT JOINT - MAXIMUM
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4" WIDE STRIPES AT 4" STRIPE
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4 AT ALL ADA PARKING STALLS
N ER CITY REQUIREMENTS
92% MAX. SLOPE p
RADE
V-0" 11'-0" VAN
TYPE E
STEEL PER DIVISION 05
ACCESSIBLE PARKING INSTALL PER DIVISION 03
SCALE:: N.:.S. SERE A N : i A 7.1
2'-6" _
CONCRETE 91f V-0" 9"
APRON—� LAWN
POLE BASE
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DIAMETER ANCHOR BOLTS
COORDINATE CLEARANCE BETWEEN GROUT
AND BASE WITH HINGED BASE MANUFACTURER.
BASE TO HINGE DOWN INTO PARKING LOT.
NON -SHRINK GROUT
V-6" DIAMETER CONCRETE BASE
(4) #5 BARS
— TOP OF SOIL
AGGREGATE BASE
3/4" PVC CONDUIT 24"
BELOW GRADE MINIMUM
UNDISTURBED BASE OR
COMPACTED EARTH
#3 TIES AT O.C.
CONCRETE CAP,
SMOOTHED AND
ROUNDED
6" I.Q. STANDARD STEEL PIPE
- FILLED WITH CONCRETE
(PAINT COLOR BY OWNER)
EXPANSION JOINT WITH
SEALANT AT CONCRETE PAVING
ASPHALT OR
CONCRETE PAVING
AGGREGATE BASE
#4 x 18" LONG ANCHOR BAR
THROUGH PIPE
CONCRETE PIER. DOME TOP OF PIER
TO PREVENT STANDING WATER.
PREPARED SUBGRADE
AGGREGATE BASE
STEEL PER DIVISION 05
CONCRETE BOLLARD INSTALL PER DIVISION 03
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Date Received
AUG 172vrf
Original SubmiUalY�._._.
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TYPE E
STEEL PER DIVISION 05
ACCESSIBLE PARKING INSTALL PER DIVISION 03
SCALE:: N.:.S. SERE A N : i A 7.1
2'-6" _
CONCRETE 91f V-0" 9"
APRON—� LAWN
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DIAMETER ANCHOR BOLTS
COORDINATE CLEARANCE BETWEEN GROUT
AND BASE WITH HINGED BASE MANUFACTURER.
BASE TO HINGE DOWN INTO PARKING LOT.
NON -SHRINK GROUT
V-6" DIAMETER CONCRETE BASE
(4) #5 BARS
— TOP OF SOIL
AGGREGATE BASE
3/4" PVC CONDUIT 24"
BELOW GRADE MINIMUM
UNDISTURBED BASE OR
COMPACTED EARTH
#3 TIES AT O.C.
CONCRETE CAP,
SMOOTHED AND
ROUNDED
6" I.Q. STANDARD STEEL PIPE
- FILLED WITH CONCRETE
(PAINT COLOR BY OWNER)
EXPANSION JOINT WITH
SEALANT AT CONCRETE PAVING
ASPHALT OR
CONCRETE PAVING
AGGREGATE BASE
#4 x 18" LONG ANCHOR BAR
THROUGH PIPE
CONCRETE PIER. DOME TOP OF PIER
TO PREVENT STANDING WATER.
PREPARED SUBGRADE
AGGREGATE BASE
STEEL PER DIVISION 05
CONCRETE BOLLARD INSTALL PER DIVISION 03
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Date Received
AUG 172vrf
Original SubmiUalY�._._.
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Plan Series: JRWA Proj.
662
Property Number:
Sheet Title:
SITE CIVIL
DETAILS -
ACCESSIBLE
DETAILS
SD202
METAL RC
AND ADHI
MORTAR
#5 HORIZ.
CONTINUI
PRECAST CONCRETE
WALL CAPS. 3(4" SLOPED
CONCRETE CAP
STAINLESS STEEL
METAL FLASHING
#5 BARS AT 16" O.C.
(ALL LAPS TO BE 30")
MOW STRIP
WHERE OCCURS
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8"8" 8" #5 BAR TOP AND BOTTOM
(2) #5 BARS OF FOUNDATION WALL
CONTINUOUS _
FROST DEPTH
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AS REQUIRED
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Property Number:
Sheet Title:
SITE CIVIL
DETAILS—
DEPRESSED
CURB, FENCE,
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PROJECTS
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PROJECTS
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3'-0"
THE CHURCH OF
JESUS CHRIST
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BISHOPS`
STOREHOUSE
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ALUMINUM NUMBERS
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STRUCTURE CONCRETE FOUNDATION
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BREAK OUT BLOCK CELLS
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MONUMENT PEDESTAL
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SIGN PROVIDED BY
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CONTRACTOR
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EXTERIOR METAL
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Date Received
AUG
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