HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/12/2021BUILDING STATISTICS
STATISTICS
THREE IDENTICAL 3 -STORY APARTMENT BUILDINGS;
MECHANICAL, HVAC, PLUMBING AND ELECTRICAL SYSTEMS ARE BIDDER DESIGNED.
SIX 1180 SQ. FT. 3 -BEDROOM 2 BATH UNITS AND
STANDARDS FOR CONSTRUCTION. SEE ALSO THE DRAWINGS AND SPECIFICATIONS.
TWELVE 1012 SQ. FT. 2 -BEDROOM, 2 BATH UNITS EACH BUILDING.
SITE AREA: 1.98 AC.
2.
86,444
AREAS BLDG.1 BLDG.2 BLDG.3 TOTAL
BUILDING COVERAGE: LIVING1 STAIRS/ BREEZE. STO.1 PATIO*
3 BEDRM. 7,080 S.F. 7,080 S.F. 7,080 S.F. 21,240 S.F.
TO BE CONSTRUCTION STANDARDS. CONSULT ARCHITECT FOR CLARIFICATIONS.
2 BEDRM. 12,144 S.F. 12,144 S.F. 12,144 S.F. 36,432 S.F.
6,406 588 132 632
TOTAL 19,224 S.F. 19,224 S.F. 19 224 S.F. 57,672 S.F.
COMPLY WITH ALL PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE.
REEZEWAY/ STORAGE
TAIRS ARE AREAS:
nm
DECKS` TOTALBLDG.
PATIOS AREA:
1
7.758
---1/4" ELEVATIONS
3,528 S.F. 1396 S.F./3564 C.Fj
920 S.F. 652 S.F. 24,720 S.F. (W/ STOR. & PATIOS)
7,758
---1/4" ELEVATIONS
UNIT AREAS (SQ. FT.) W/ DECK AND STORAGE AREAS:
BUILDING ELEVATIONS
STO. AREA DECK AREA* TOTAL AREA
UNIT LIV. A:121
13.
3 BEDRM. 11824 S.F./216 C.F. 64 S.F. 1268 S.F.
1-2
1
BEDRM. 101S.F./189 C.F. 83 S.F. 1116 S.F.
28.4%
NOTE: GROUND FLOOR PATIOS ARE 100 SQ. FT. OR GREATER
5.
NOTE: DECKS AND PATIOS MAY BE COUNTED IN REQ'D. OPEN SPACE BUT ARE NEGLECTED.
PARKING & DRIVES:
OFFICE / STORAGE BLDG.: 1288 S.F. OFFICE: 555 SQ. FT. - STORAGE: 733 SQ. FT.
WORK THAT IS MISSING OR NOT PROPERLY SPECIFIED BEFORE BEGINNING WORK.
33.4%
6.
PARKING
14.
AUTO REQUIRED PROVIDED SIZE
1 PARKING STALL / D.U. IS REQUIRED. 54 80
VARIES
STANDARD STALLS: 70% (MIN.) OF REQUIRED 38 44
9' x18'
COMPACT STALLS 0 36
8' x16'
6.3%
VEGETATIVE:
BIKE REQUIRED PROVIDED SHELTERED
1 PARKING STALL / D.U. IS REQUIRED. 54 54
31.8%
LONG TERM 27 27
27
ALL LONG TERM SHALL BE SHELTERED AND LIGHTED.
16.
SHORT TERM 27* 27* 1
9
50% OF SHORT TERM IN EXCESS OF 10 SHALL BE SHELTERED .5
*10% OF 54 TO BE OVERSIZED 5.4 6
WITHIN THE SCOPE OF THESE ARCHITECTURAL SERVICES. NO OTHER
SITE PLAN
STATISTICS
11.
MECHANICAL, HVAC, PLUMBING AND ELECTRICAL SYSTEMS ARE BIDDER DESIGNED.
A3.2
STANDARDS FOR CONSTRUCTION. SEE ALSO THE DRAWINGS AND SPECIFICATIONS.
SQ. FT. SITE %
SITE AREA: 1.98 AC.
2.
86,444
100%
BUILDING COVERAGE: LIVING1 STAIRS/ BREEZE. STO.1 PATIO*
A3.6
TO BE CONSTRUCTION STANDARDS. CONSULT ARCHITECT FOR CLARIFICATIONS.
BUILDING 1:
6,406 588 132 632
7,758
COMPLY WITH ALL PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE.
BUILDING 2:
6,406 1 588 132 632
7.758
---1/4" ELEVATIONS
BUILDING 3:
6,406 1 588 132 632
7,758
---1/4" ELEVATIONS
OFFICE/STORAGE:
BUILDING ELEVATIONS
1 288
13.
COVERAGE TOTAL:
1
24,562
28.4%
TO STARTING WORK. IN NO CASE SHALL WORK INTERFERE WITH OWNER'S
5.
THE CONTRACTOR SHALL REQUEST INFORMATION FROM THE ARCHITECT FOR ANY
PARKING & DRIVES:
128,876
WORK THAT IS MISSING OR NOT PROPERLY SPECIFIED BEFORE BEGINNING WORK.
33.4%
6.
IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS.
14.
LANDSCAPING:
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION IN THE FIELD
15.
SIDEWALKS:
1
5,4761
6.3%
VEGETATIVE:
127,5301
HAVE PRECEDENCE OVER SCALE. VERIFY ALL DIMENSIONS PRIOR TO WORK.
31.8%
CODE DATA
COMPLY WITH ALL APPLICABLE PROVISIONS OF THE 2019 OREGON STRUCTURAL
SPECIALTY CODE (OSSC) AS AMENDED BY THE STATE OF OREGON.
R-2 OCCUPANCY - TYPE V -B CONSTRUCTION
AREAS:
INSULATION ENVELOPE SHALL BE CONTINUOUS AND UNBROKEN THROUGH ALL
CONSTRUCTION ASSEMBLIES AND JOINTS AS FOLLOWS:
BUILDING COMPONENT U FACTOR R VALUE NOTE
DOORS 0.20 5 ASKET, SEE SHEET A6.1
WALLS 0.0476 21
CEILINGS / ROOF 0.0526 19 IGID INSULATION ON ROOF DECK
SKYLIGHT 0.50 2
SLAB FLOOR EDGE 0.67 15
BUILDING CODE REVIEW
SUMMARY OF EXCERPTS FROM 2019 O.S.S.0 (OREGON STRUCTURAL SPECIALTY CODE.)
CHAPTER 3 CHAPTER 10 \ 0
SEC. 310.3 R-2 APARTMENTS TABLE 1004.5 1 OCC. PER 200 SQ. FT.= 18 PER STAIRWAY 3499/200=18
CHAPTER 4 SEC. 1005.3.1 STAIR WIDTH 0.3"x18 = 5.4" REQ'D. W/SPRINKLERS 0.2x18=3.6" L \ ,,a�qevie n,�
\ o
SEC. 413.1 HIGH PILED STORAGE N.A. AS DEFINITION INVOLVES 12'+ HEIGHT TABLE 1002.6.1 R-2 OCC. MAX. OCC.=20 AND 125' MAX. LENGTH OF EGRESS TRAVEL. pp \ \ o
SEC. 420.2 FIRE WALLS - SEE SEC. 708 (FIRE PARTITIONS) (18 OCC. AND LENGTH LIMIT MET.)
Y
SEC. 1020.4 DEAD END (CORRIDORS) LIMITED WHERE MORE THAN ONE EXIT IS REQ'D. I %� \ \� ® ,54 a
SEC. 420.3 FIRE FLOORS -SEE SEC. 711 I ® A� Garden �fome 1�evelopment in SpYin�'elclOregon
n
PLUS EXCEPTION FOR R-2 OCC. W/ SPRINKERS (50') D \
SEC. 420.4 SPRINKLERS - SEE SEC. 903.2.8 AND 903.3.2 TABLE 1006.3.3(1) 1 EXIT FOR R-2, 125' LENGTH, 4 D.U. PER FLOOR MAX.
SEC. 420.5 FIRE ALARM -SEE SEC. 907.2.9 SEC. 1008.1 ILLUMINATION REQ'D. FOR BREEZEWAYS, STAIRS: 1 FTC. i J
o
SMOKE ALARMS -SEE SEC. 907.2.10 SEC. 1009.1 ACCESSIBLE EGRESS REQ'D.
SEC. 420.9 COOKING FACILITIES SEE SEC. 917.2 OF MECHANICAL CODE. 311
; \
SEC. 1009.3.2 STAIR WIDTH <48" ALLOWED. 2312 2 211 111 \ \ o
\
CHAPTER 5 SEC. 1009.3.3 EXC. 2 & 5: AREA OF REFUGE NOT REQ'D. G � <
SEC. 502.1 ADDRESS EACH BUILDING 4" HIGH NUMBERS, 1/2" STROKE (MIN.) SEC. 1010.1.1 32" MIN. CLEAR DOOR OPENING, EXC. CLOSETS <10 S.F. G 3o09s
TABLE 504.3 BUILDING HEIGHT - S13D SPRINKLERS: 1 HR = 50', NR = 40' SEE 903.3.1.3
S13R SPRINKLERS: 1 HR = 60', NR = 60' SEE 903.3.1.2 SEC. 1010.1.5 LANDING EA. SIDE OF DOOR, 2% SLOPE MAX. EXC. DECKS 4" STEP MAX. 31los
0
BUILDING HEIGHT DEF: GRADE PLANE TO AVERAGE HEIGHT OF ROOF. SEC. 1010.1.7 1/2" HIGH THRESHOLD MAX. BEVELED. C rm
\ ,
GRADE PLANE DEF: AVERAGE GRADE AROUND BUILDING (ON FLAT SITE). � SEC. 1010.1.9.1 LEVER DOORKNOBS 34"-48" ABOVE FLR. 0 UILDING 2
OUR BUILDING HEIGHT (PER DEF): 34'- 7 1/4"
308
TABLE 504.4 NO. OF STORIES - 1HR: 4 STORIES, NR = 3 STORIES SEC.1011.2 EXC.1 36" MIN. STAIRWAY WIDTH REQ'D.
208 207307 ^� J_
I 08 107
o SEC101152 7" MAX4" MINTRE
. ..., . RISER, 11" MIN. ADS FOR STAIRS V A \
SEC. 506.2.3 ALLOWABLE AREA (EQUATION 5-2) 7000. + (7000x 50 /o) = 10,500 S.F./FLOOR
OUR BUILDING AREA: 6856 S.F. / FLOOR (< 7000 W/O INCREASE) SEC. 1011.5.3.3 SOLID RISERS EXC. <4" SPACE ALLOWED.
CHAPTER 6 SEC. 1011.6 LANDING WIDTH = 48" MIN.
DO D
TABLE 601 TYPE 5-B CONSTRUCTION -NON RATED CONSTRUCTION SEC. 1011.7.4 NO ENCLOSED SPACE UNDER EXT. STAIRS UNLESS 1 HR. RATED. p \
W N \
TABLE 602 EXTERIOR WALL RATING - NON RATED IF 10'+ TO PROP. LINE SEC. 1012: RAMPS, 1:12 MAX. W/30" MAX. RISE &60" LANDINGS HANDRAILS REQ'D.>6" R.
CHAPTER 7 SEC. 1014: STAIR HANDRAILS: 1 1/4"-2" DIA., 34"-38" ABOVE NOSING, OR TYPE IL m
SEC. 703.7 ATTIC SPACE FIRE / SMOKE BARRIERS SIGN WORDING SEC. 1014.6 HANDRAILS EXTEND 12" ABOVE TOP, 1 TREAD (SLOPED) BELOW BOTTOM.
000000000 a 00000
SEC. 705.2 BALCONIES /DECK PROJECTIONS MAY BE WITHIN 40" OF LINE. SEC. 1015.3 PUBLIC GUARDS 42" HIGH, PRIVATE 36" HIGH W/ <4" OPENINGS. � +
313 ����� D 306
213 206
SEC. 705.2.3.1 EXCEPTION 3 ALLOWS NON RATED DECKS IF SPRINKLERED. SEC. 1015.8 WINDOW SILLS<36" HIGH INSIDE >72" OUTSIDE TO HAVE FALL PREVENTION. � 113 106 I tr
SEC. 705.3 BUILDINGS ON SAME LOT TO HAVE ASSUMED PROPERTY LINE BETWEEN. ASTM 2090 AND SHALL MEET EGRESS OPENING REQM'TS. 3o zs ze v zs z5 za z3 zz z1
SEC. 705.5 IF EXTERIOR WALLS WERE RATED, INSIDE ONLY IF SEP. > 10'. TABLE 1020.1 CORRIDORS 0.5 HR. RATED W/ SPRINKLERS
SEC. 705.8.1 EXCEPTION 2 ALLOWS UNLIMITED OPENINGS IN NR WALLS TABLE 1020.2 CORRIDOR WIDTH 36" MIN. < 50 OCCUPANTS a + <
SEC. 705.8.5 EXCEPTIONS ALLOW NON -VERTICAL SEPARATION OF OPENINGS. SEC. 1020.4 EXC. 2 DEAD END CORRIDOR UP TO 50'W/ SPRINKLERS.
SEC. 708.3 CORRIDOR (BREEZEWAY) WALLS - 1 HR. FR RATING W/ 13R SPRINKLERS. I 1
r LS 99 S9 b9 E9 Z9
SEC. 708.4 FIRE PARTITIONS SHALL EXTEND TO ROOF SHEATHING EXCEPT TO a16 �\
CHAPTER 11 -SEE SHEET A6.2 U IU) soa soe
CEILING WHEN CEILING IS OF EQ. FIRE RATING. EXC. 2 IN CORRIDORS I zts zala
1a J zoo los
215 114 2 105
SEC.
(BREEZEWAY) TO CEILING WITH SPRINKLERS PER SEC. 9903.3.1.1 OR 2
EXC. 3 WHERE CORRIDOR CEILING IS CONSTRUCTED LIKE CORR. WALL. 1206.2 -STC 50 RATING FOR FLOORS AND WALLS SEPARATING DWELLINGS. BUIL ING 3 e o 0 0 0 0
SEC. 708.4.1 SUPPORTING CONSTRUCTION - EXC. - NR IN VB. I m BUIL NG 1
SEC. 708.4.2 FIREBLOCK AND DRAFTSTOPS - SEE SEC. 718.4.1 FOR ATTICS o
EXC. 2 DRAFTSTOPPING FOR 1 WALL IN CORRIDORS j
EXC. 4ATTIC AREAS 3000 SQ. FT. OR EA. 2 UNITS (WHICHEVER IS LESS.)
SEC. 711.2.3 SUPPORTING CONSTRUCTION - EXC. 2 NR AT PARTY WALLS O
SEC. 711.2.4.3 1 HR. FLOOR ASSEMBLIES W/ 13R SPRINKLERS. an 316 O
217 216 302 303
N 202 203
117 116 102 .103
SEC. 714.4 THROUGH PENETRATIONS OF RATED ASSEMBLIES - 0 0 0 0
TABLE 716.1(2) FIRE DOORS IN 1HR. CORRIDOR WALLS SHALL BE 20 MINUTE RATED. o '
TABLE 721.1(2) FIRE RESISTANCE OF VARIOUS ASSEMBLIES (SEE SHEET A6.7) ((� 74 ,s 76 „ 78 79
318 c 301
218 201 '
118 Zb Eb bb Sb 9b Lb 84 6b'0 lS ZS ES bS SS 101
L _
0 0 0 0 0 0 0 0
_ n>r►
GLNERAL NOTES
1.
THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM
11.
MECHANICAL, HVAC, PLUMBING AND ELECTRICAL SYSTEMS ARE BIDDER DESIGNED.
A3.2
STANDARDS FOR CONSTRUCTION. SEE ALSO THE DRAWINGS AND SPECIFICATIONS.
A3.3
DESIGN OF SAID WORK SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL
2.
ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED
A3.5
PRIOR TO THE AWARD OF RESPECTIVE CONTRACT.
A3.6
TO BE CONSTRUCTION STANDARDS. CONSULT ARCHITECT FOR CLARIFICATIONS.
12.
ALL RUBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK
3.
COMPLY WITH ALL PROVISIONS OF THE 2019 OREGON STRUCTURAL SPECIALTY CODE.
IS THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OFF-SITE
4.
THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS
---1/4" ELEVATIONS
AND NOT ALLOWED TO ACCUMULATE. BURNING OF DEBRIS IS PROHIBITED.
DISPOSE OF ASBESTOS, LEAD PAINT AND HAZARDOUS MATERIALS PER CODE.
---1/4" ELEVATIONS
AND SITE CONDITIONS TO THE ARCHITECT FOR CLARIFICATION OR MODIFICATION.
---1/4" ELEVATIONS
A4.4
BUILDING ELEVATIONS
NOTIFY ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN PLANNED OR
13.
CONTRACTOR SHALL COORDINATE SCHEDULING OF WORK WITH OWNER PRIOR
BUILDING CROSS SECTIONS
A5.2
BUILDING CROSS SECTIONS
TO STARTING WORK. IN NO CASE SHALL WORK INTERFERE WITH OWNER'S
5.
THE CONTRACTOR SHALL REQUEST INFORMATION FROM THE ARCHITECT FOR ANY
OPERATION WITHOUT PRIOR WRITTEN APPROVAL OF OWNER.
WORK THAT IS MISSING OR NOT PROPERLY SPECIFIED BEFORE BEGINNING WORK.
6.
IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM THE DRAWINGS.
14.
ALL FINISHES AND COLORS SHALL BE CHOSEN BY OWNER.
THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSION IN THE FIELD
15.
THE CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITY TO THE HOURS OF
BEFORE PROCEEDING WITH THE SUBSEQUENT WORK. ALL DIMENSIONS SHALL
8AM TO 5PM MONDAY THROUGH FRIDAY UNLESS OTHER HOURS ARE
HAVE PRECEDENCE OVER SCALE. VERIFY ALL DIMENSIONS PRIOR TO WORK.
APPROVED IN ADVANCE WITH THE OWNER.
7.
USE ADEQUATE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY
16.
GEOTECHNICAL (SOILS) ANALYSIS AND/OR ENGINEERING ARE NOT INCLUDED
TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE
WITHIN THE SCOPE OF THESE ARCHITECTURAL SERVICES. NO OTHER
COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS
ENGINEERING SERVICES ARE ANTICIPATED OR INCLUDED WITHIN THIS WORK.
NEEDED FOR PROPER PERFORMANCE OF THE WORK.
17.
THE CONTRACTOR SHALL NOTIFY HIS EMPLOYEES AND SUB -CONTRACTORS TO
8.
INSTALL ALL MATERIALS IN STRICT CONFORMANCE WITH MANUFACTURER'S
MAKE EVERY EFFORT TO MINIMIZE THE DISRUPTION OF THE OWNER'S USE OF
WRITTEN INSTRUCTIONS FOR LONG LIFE UNDER HARD USE. OBSERVE ALL
HIS PROPERTY, INCLUDING, BUT NOT LIMITED TO DAILY CLEAN-UP OF
WARRANTY REQUIREMENTS FOR DELIVERY, STORAGE, HANDLING, INSTALLATION
CONSTRUCTION DEBRIS, SAFE AND SIGHTLY STORAGE OF CONSTRUCTION
AND PROTECTION OF ALL MATERIALS. NOTIFY ARCHITECT IF DRAWINGS OR
EQUIPMENT AND MATERIALS AND MINIMIZING UNNECESSARY NOISE. MASK OFF
SPECIFICATIONS INFER DISREGARDING THIS NOTE FOR FURTHER CLARIFICATION.
AREAS INTO THE EXISTING BUILDING TO SUBSTANTIALLY REDUCE NOISE,
9.
IT SHALL BE THE RESPONSIBILILTY OF THE CONTRACTOR TO CHECK WITH THE
DUST AND INTRUSION.
ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL,
18.
FULLY COMPLY WITH ALL APPLICABLE BUILDING AND ZONING CODE REQUIREMENTS.
MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE
USE EQUIPMENT AND PROCEDURES IN FULL COMPLIANCE WITH OSHA AND
10.
DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR
INSURE SAFETY OF WORKERS WITH PROPER INSTRUCTIONS AND FACILITIES.
ALL WOOD FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO
19.
CHANGES TO THE SCOPE OF THE WORK SHALL BE DESCRIBED IN WRITING WITH
PERMIT INSTALLATION OF PIPE AND CONDUITS AND DUCTWORK WITH A MINIMUM
COST AND TIME ADJUSTMENTS CLEARLY DEFINED AND APPROVED BY THE OWNER.
OF CUTTING. CONSULT ARCHITECT FOR CUTTING NOT SHOWN ON THE DRAWINGS.
20.
THERE SHALL BE NO PENETRATIONS IN WALL OR FLOOR CEILING ASSSEMBLIES
THAT SEPARATE DWELLING UNITS - UNLESS NOTED OTHERWISE.
REFERENCE SITE PLAN
VICINITY MAP
mr
FEN=
5024 MAIN STREET
SPRINGFIELD, OREGON
SET #
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KENNETH A. PAULSEN
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PORTLAND, OREGON®,
V OF
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1-1 "LJ k r_lurvv rLMN
X A7.2 STORAGE BLDG. DETAILS
A3.1
BLDG. 1: ARCH. FOUNDATION PLAN & DETAILS
A3.2
BLDG. 1: 1ST FLOOR PLAN
A3.3
BLDG. 2 & 3: ARCH. FOUNDATION PLAN & DETAILS
A3.4
BLDG. 2 & 3: 1ST FLOOR PLAN
A3.5
BLDG. 1, 2 & 3: 2ND & 3RD FLOOR PLANS
A3.6
BLDG. 1, 2 & 3: ROOF PLAN & DETAILS
A3.7
X
A3.8
X
A3.9
X
A4.1
---1/4" ELEVATIONS
A4.2
---1/4" ELEVATIONS
A4.3
---1/4" ELEVATIONS
A4.4
BUILDING ELEVATIONS
A4.5
BUILDING ELEVATIONS
A5.1
BUILDING CROSS SECTIONS
A5.2
BUILDING CROSS SECTIONS
A5.3
A5.4
BUILDING CROSS SECTIONS
BUILDING CROSS SFCTI(lNG f
SET #
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KENNETH A. PAULSEN
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PORTLAND, OREGON®,
V OF
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5
4
SPR AP.
7-7-21
3
REVIEW
4-14-21
2
SURVEY
7-8-20
1
PRE -AP
6-25-20
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LANE COUNTY, OREGON
PARCELS 1702333203800
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NAFCO BOLLARD PATH LIGHT
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INSTALL ON 12" DIA. x 12" DEEP
LEVEL CONC. FOUNDATION USING
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(2) REQUIRED AS SHOWN
AS AVAILABLE FROM
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SIGN LIGHTING
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FIXTURES.
NOTE: SPRINGFIELD ZONING CODE
LIMITS HEIGHT OF LUMINAIRES TO
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METAL POST CAP TYP.
SIMPSON G.I. FENCE
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FENCE TYPE 'C'
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LANDSCAPING ZONING CODE NOTES
OPTIONAL
CITY OF SPRINGFIELD ZONING REFERENCE
DESIGN COMMENT
CITY OF SPRINGFIELD SECTION 3.2-240 MULTI -FAMILY
2" CALIPER (DBH) TREE.
6a. 15% OF SITE TO BE LANDSCAPED. MIN.
ENTIRE SITE AREA = 86,444 SQ. FT., INCL. FLAG POLE), 15%= 12,967 SQ. FT.
2 IN CALIPER TREES DBH , 24" HIGH SHRUBS.
NON HARDSCAPE AREA = 27,530 SQ. FT. = 31.8%
6d. LANDSCAPING SHALL BE IRRIGATED OR AS APPROVED BY LANDSCAPE ARCHITECT.
TREE STAKES
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CITY OF SPRINGFIELD SECTION 4.4-105 LANDSCAPING
D.V. DAVID VIBURNUM
D.1. LANDSCAPING REQUIRED IN ALL SETBACK AREAS.
(3) REQUIRED
D.2. LANDSCAPPING REQUIRED IN PARKING LOT PLANTING AREAS.
RHODODENDRON'PURPLE SPLENDOUR`
E. AT LEAST 65% OF REQUIRED PLANTING AREAS COVERED WITH PLANT MATERIALS.
10' SETBACK AREA = 11,233 SQ. FT., 65% = 7301 SQ. FT.
E.1. PROVIDE 2 TREES 6 HIGH, 2" CAL. PER 1000 SQ. FT. OF REQUIRED AREA.
DO NOT PENETRATE
SHRUBS FROM 5 GAL. CONTAINERS
2 TREES/10 SHRUBS PER 1000= 23 TREES, 113 SHRUBS
E.3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUED FOR TREES OR SHRUBS.
LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUED FOR TREES OR SHRUBS.
F. PARKING LOT PLANTING AREAS: 1 TREE, 2" CAL., 4 SHRUBS 5 GAL.
ROOT BALL
W/ 24" HEIGHT AT TIME OF PLANTING.
PERMANENT UNDERGROUND IRRIGATION SHALL BE PROVIDED IF REQD.
I.I. EXISTING PLANTS TO REMAIN SHALL BE PROTECTED.
PROTECTION FENCING INDICATED.
1.2. CONSTRUCTION SHALL NOT OCCUR WITHIN THE DRIP EDGE OF TREES TO REMAIN.
FENCING AT DRIP EDGE.
UNLESS CERTIFIED BY LANDSCAPE ARCHITECT FOR 90% SURVIVAL OVER 5 YEARS.
1.3. PLANTING SPECIFICATIONS MAY BE REQUIRED.
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DESIGN COMMENT
CITY OF SPRINGFIELD SECTION 3.2-240 MULTI -FAMILY
SIZE
6a. 15% OF SITE TO BE LANDSCAPED. MIN.
ENTIRE SITE AREA = 86,444 SQ. FT., INCL. FLAG POLE), 15%= 12,967 SQ. FT.
2 IN CALIPER TREES DBH , 24" HIGH SHRUBS.
NON HARDSCAPE AREA = 27,530 SQ. FT. = 31.8%
6d. LANDSCAPING SHALL BE IRRIGATED OR AS APPROVED BY LANDSCAPE ARCHITECT.
SEE NOTE AT DETAIL TITLE 20/A1.6.
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CITY OF SPRINGFIELD SECTION 4.4-105 LANDSCAPING
D.V. DAVID VIBURNUM
D.1. LANDSCAPING REQUIRED IN ALL SETBACK AREAS.
24" HT.
D.2. LANDSCAPPING REQUIRED IN PARKING LOT PLANTING AREAS.
RHODODENDRON'PURPLE SPLENDOUR`
E. AT LEAST 65% OF REQUIRED PLANTING AREAS COVERED WITH PLANT MATERIALS.
10' SETBACK AREA = 11,233 SQ. FT., 65% = 7301 SQ. FT.
E.1. PROVIDE 2 TREES 6 HIGH, 2" CAL. PER 1000 SQ. FT. OF REQUIRED AREA.
24" HT.
E.2. PROVIDE 10 SHRUBS. 5 GAL. OR LARGER PER 1000 SQ. FT. OF REQUIRED AREA.
2 TREES/10 SHRUBS PER 1000= 23 TREES, 113 SHRUBS
E.3. LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUED FOR TREES OR SHRUBS.
LAWN AND/OR GROUNDCOVER MAY BE SUBSTITUED FOR TREES OR SHRUBS.
F. PARKING LOT PLANTING AREAS: 1 TREE, 2" CAL., 4 SHRUBS 5 GAL.
HT.
G. PERMANENT UNDERGROUND IRRIGATION REQUIRED UNLESS EXEMPTED.
PERMANENT UNDERGROUND IRRIGATION SHALL BE PROVIDED IF REQD.
I.I. EXISTING PLANTS TO REMAIN SHALL BE PROTECTED.
PROTECTION FENCING INDICATED.
1.2. CONSTRUCTION SHALL NOT OCCUR WITHIN THE DRIP EDGE OF TREES TO REMAIN.
FENCING AT DRIP EDGE.
UNLESS CERTIFIED BY LANDSCAPE ARCHITECT FOR 90% SURVIVAL OVER 5 YEARS.
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EXISTING TREES+
TO REMAIN. _
EXISTINGPARKING AREA FOR NEIGHBORING BUSINESS --/
NOTE: THIS PRELIMINARY LANDSCAPE PLAN SHALL BE
REVIEWED AND REVISED BY A PROFESSIONAL LANDSCAPE DESIGNER
TO ASSURE COMPLIANCE WITH THE CITY OF SPRINGFIELD ZONING CODE.
IRRIGATION DESIGN AND INSTALLATION, IF REQUIRED, SHALL BE PROVIDED
TO THE EXTENT DETERMINED TO BE NECESSARY FOR LANDSCAPING.
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PLANT MATERIAL LEGEND
OPTIONAL
FENCE
TYPE 'C 'r` ` "
BOTANICAL NAME
SIZE
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QUERCUS PALUSTRIS
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TIUA
D.V. DAVID VIBURNUM
VIBURNUM DAVADII
EXISTINGPARKING AREA FOR NEIGHBORING BUSINESS --/
NOTE: THIS PRELIMINARY LANDSCAPE PLAN SHALL BE
REVIEWED AND REVISED BY A PROFESSIONAL LANDSCAPE DESIGNER
TO ASSURE COMPLIANCE WITH THE CITY OF SPRINGFIELD ZONING CODE.
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I
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PLANT MATERIAL LEGEND
6
MARK COMMON NAME
BOTANICAL NAME
SIZE
P.O. PIN OAK
QUERCUS PALUSTRIS
2" CAL.
W.R. WESTERN RED CEDAR
THUJA PLICATA
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SURVEY
D.V. DAVID VIBURNUM
VIBURNUM DAVADII
24" HT.
P.S.R. PURPLE SPENDOR RHODODENDRON
RHODODENDRON'PURPLE SPLENDOUR`
24" HT.
J.M.R.JEAN MARIE DeMONTAGUE RHODODENDRON
RHODODENDRON `JEAN MARIE DeMONTAGUE'
24" HT.
H.A. HINODEGINI AZALEA
RHODODENDRON 'HINODEGINI'
24" HT.
S.A. SNOW AZALEA
RHODODENDRON 'SNOW 24"
HT.
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MAPLE
SOD
NOTE: OTHER NON=PAVEQ
AREAS SHALL BE COVERED
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CONIFER TREE - 2" CAL. D.B.H.
DESIDUOUS TREE - 2" CAL. D.B.H.
SHRUB - 5 GAL., 24" TALL
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KENNETH EN
tJs ND,OREGON
4q OF
6
5
4
SPR AP.
7-7-21
3
REVIEW
4-14-21
2
SURVEY
7-8-20
1
PRE -AP
6-25-20
RIDGEVIEW
LANDSCAPE PLAN
A1.6
FILE NAME
A16RIDLNDS
JOB #
2007
PROPOSED RAIN
GARDEN #1
(642 SF) X
- STORAGE
BUILDING/
�-- OFFICE
oo 1
BU� 2 PROPOSED RAIN 501_ 49�
'FFE=500�°�0
------GARDEN #2 � � OPEN SPACE/
� (211 SF) ��,
BICYCLE
{Y PARKING /� s,l
4os39.40 AC
T-
g" 4
.. �499.
.f
499.40 AQ
TRASH .. 4 9^_
ENCLOSURE AC
6"ST _ 6"ST
498.60
BUILDING 1 ------
498.53
3
498.53 AC
FFE=00.25 -
1 I�1 �
PROPOSED RAIN
s=1.50% GARDEN 4
` # 4"ST
4 (1,544 SF) S=1.50
498.53 ACI
4 8 M.
77
�a
on -0 -
BICYCLE _ £' PROPOSED ST MHS'
PARKING ,;
#1
- P
Nim ACT-
-499.40 AC
0 499.81 EL,,-"
AC
\N
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AC
I
PARKIN(
PRO 0 ED DC
CATCH BASIN
GRATE=499.20
AC
19-40 AC .: '----
BUILDING 3
25
f,
4
.40 AC :,9p
BICYCLE
PROPOSED ST MH
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
PROPOSED RAIN
GARDEN #3
(435 SF)
_}
{ EX AC TO REMAIN
p"_ �.
;s �/ / U
NCHANGED AND
' j-. KEEP EXISTING
DRAINAGE PATTERN.
2�4. 0'
$ E Oti
E
40 00' JOINT
GRADING LEGEND
AC
ASPHALTIC CONCRETE
AD
AREA DRAIN
BW
BACK OF WALK
CB
CATCH BASIN
CONC
ACCESS AND UTILITY
f �y
EXISTING
TC
TOP OF CURB
GB
.EASEMENT
---�
DRAINAGE DIRECTION
EX WW MH
FIRE HYDRANT
�` ,�°
EXISTING
WATER VALVE
1 "W
EX SD MH8" FL OUT (E)=489.58
®
PROPOSED WATER METER
12"SD $T
i
EX WW MH
42" FL OUT (W)=490.06 RIM ELEV.= 498.75
r
CURB INLET
-12"ST S
PROPOSED STORM DRAINAGE SYSTEM
8" FL OUT (E)=488.16
RIM ELEV.=498.070
8"WW
EXISTING
WASTEWATER SYSTEM
-----6"WW C
RIM ELEV.=499.16
OHU
EXISTING
:+
EXISTING
STREET LIGHT
EXISTING
UTILITY POLE
EXISTING
TV PEDESTAL
[P
EXISTING
PHONE PEDESTAL
CTL ------
EXISTING
CENTURY LINK CABLE
G
.
GAS LINE
ST 42„SD-
-- -
.�m.��
8"WW
W
42"SD
b
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W
#
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EX SD MH
;,i
klOWAY42"RI
CONNECT TO EX
4 " FL OUT ( )=491.40
ELEV.=499
McKENZIE
STORM LINE
; 8
-
FL=491.28
tl
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GRADING LEGEND
AC
ASPHALTIC CONCRETE
AD
AREA DRAIN
BW
BACK OF WALK
CB
CATCH BASIN
CONC
CONCRETE
EX
EXISTING
TC
TOP OF CURB
GB
GUTTER BAR
---�
DRAINAGE DIRECTION
LEGEND
�� ----
BOUNDARY LINE
- - -
ADJACENT
LOTI
LNE
LOCATION
EXISTING
1' CONTOUR LINE
- -
EXISTING
CURB & GUTTER
8"W
EXISTING
WATER MAIN
®
EXISTING
WATER METER
yYv
EXISTING
FIRE HYDRANT
BUILDING
EXISTING
WATER VALVE
1 "W
PROPOSED WATER LINE
®
PROPOSED WATER METER
12"SD $T
EXISTING
STORM DRAINAGE SYSTEM
EXISTING
CURB INLET
-12"ST S
PROPOSED STORM DRAINAGE SYSTEM
0
PROPOSED AREA DRAIN
8"WW
EXISTING
WASTEWATER SYSTEM
-----6"WW C
PROPOSED WASTEWATER SYSTEM
OHU
EXISTING
OVERHEAD UTILITIES
EXISTING
STREET LIGHT
EXISTING
UTILITY POLE
EXISTING
TV PEDESTAL
[P
EXISTING
PHONE PEDESTAL
CTL ------
EXISTING
CENTURY LINK CABLE
G
EXISTING
GAS LINE
STORM DRAINAGE TABLE
STORMWATER AND GRADING NOTES:
1. STORMWATER RUNOFF FROM APARTMENT AND OFFICE BUILDING ROOFS ROUTE
TO PROPOSED RAIN GARDENS AS SHOWN. RAIN GARDENS TO DETAIN AND
INFILTRATE WATER QUALITY STORM EVENT.
2. RAIN GARDEN IN CENTER OF PARKING LOT TO DETAIN AND TREAT
STORMWATER FROM SURROUNDING PARKING AREA VIA SHEET DRAINING. NORTH
PARKING LOT SECTION TO CAPTURE AND TREAT STORMWATER VIA DUAL
CHAMBERED CATCH BASIN WITH FILTER INSERT.
3. INFILTRATION RATE DETERMINED FROM TESTING PERFORMED BY PBS
ENGINEERING. FULL GEOTECHNICAL RESULTS CAN BE FOUND IN GEOTECHNICAL
REPORT PREPARED BY PBS ENGINEERING.
4. ALL STORMWATER LEAVING SITE DESIGNED TO BE DETAINED TO KEEP POST
CONSTRUCTION PEAK FLOWS LESS THAN PRE -CONSTRUCTION FLOWS.
5. ALL PLUMBING SHALL MEET REQUIREMENTS IN OREGON STATE PLUMBING
CODE 2017.
6. DEVELOPMENT AREAS
TOTAL AREA: 1.98 ACRES
PERCENT OF SITE DISTURBED = 100%
CUT = 2263 CU. YD. OF EXISTING ONSITE MATERIAL
FILL = 1159 CU. YD.
7. SITE SOILS ACCORDING TO GEOTECHNICAL REPORT INDICATED LAYER OF FILL
(1-2 FT BGS), LEAN CLAY, SANDY SILT AND FINALLY WELL GRADED GRAVEL
WITH SILT. GROUNDWATER WAS ENCOUNTERED APPROXIMATELY 11 FEET BELOW
GROUND SURFACE.
8. EXISTING DRIVEWAY TO SITE TO REMAIN WITH CURRENT DRAINAGE PATTERN. IT
IS THEREFORE EXEMPT FROM TREATMENT AND WAS NOT CONSIDERED IN STORM
DRAINAGE STUDY,
10. SANTA BARBARA URBAN HYDROGRAPH METHOD UTILIZED FOR STORMWATER
CALCULATIONS AND FACILITY SIZING. FULL STORMWATER MEMORANDUM
PREPARED BY A&O ENGINEERING ATTACHED WITH SITE REVIEW PACKET TO
ADDRESS REQUIREMENTS OUTLINED IN STORMWATER SCOPING SHEET.
11. RAIN GARDENS #1-4 PRIMARY OUTLETS ARE INFILTRATION WITH OVERFLOWS
TO DISCHARGE TO TO 42" PIPE IN MAIN STREET.
12. TIME OF TRAVEL ZONE MAP FOR THIS AREA INDICATE THE SITE IS IN THE
ZONE OF CONCENTRATION (99 -YR TOT), THEREFORE 12" OF SOIL MEDIA WAS
USED FOR SOIL MEDIA DEPTH.
13. GRADING PLAN IS PRELIMINARY BASED ON ASSUMED FINISHED FLOOR GRADE
FOR NEW BUILDINGS AND IS SUBJECT TO CHANGE DURING BUILDING PERMIT
PROCESS. STORM PIPING TO BE ROUTED TO DOWNSPOUT LOCATIONS DURING
BUILDING PERMIT PROCESS. ALL ROOF AREAS SHALL BE HARD PIPED TO RAIN
GARDENS.
TYPE OF
�
DRAINAGE
TREATMENT
LOCATION
FACILITY
AREA (S.F.)
TREATED
RAIN GARDEN
APARTMENT
�
642
1&2 ROOFS
RAIN GARDEN
OFFICE
2
211
BUILDING
U
�W
ROOF
RAIN GARDEN
w
APARTMENT
3
435
3 ROOF
PRIMARY
RAIN GARDEN
11544
PARKING
4 J
N
LOT
STORM INFRASTRUCTURE TABLE:
ST MH #1 CATCH BASIN #1
RIM=499.21 GRATE=499.20
8" FL IN (N)=492.34 6" FL OUT=497.70
8" FL OUT (SE)=492.34
ST MH #2
RIM=499.90
8" FL IN (NW)=492.16
8" FL OUT (S)=492.16
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ENCLOSURE DRAIN ` . PROPOSED WW MH
#1
6"WW SH
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s PROPOSED WW MH
#2
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PROPOSED WW MH
X. #4
o PROPOSED -7
FIRE HYDRANT
PROPOSED WW MH
#5
2" COMMERCIAL ` I - 40.00' JOINT
BACKFLOW DEVICE ACCESS AND UTILITY
AND ENCLOSURE _`` o EASEMENT
EX WW MH \
EX SD MH 8" FL OUT (E)=489.58 PROPOSED 6"
42" FL OUT (W)=490.06 RIM ELEV.=498.75 WATER DOUBLE
RIM ELEV.=498.07 CHECK
PROPOSED 2"
- - - -- -WATER METER
ST 42"SD _... � �..
® W CONNECT TO EX
WATER LINE
McKENZIE jII
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
tip
-- 1 42"SD,
EXIS G ------- W
t
36.0 ' 3 I EX SD MH
DRIVEWA f 42" FL OUT O=49'
AY CONNECT TO EX RI1 ELEV.=49 8
- - -8" WW LINE
3
FL=489.02
EX WW MH
8" FL OUT (E)=488.16
RIM ELEV.=499.16
8"WW ---�
WATER NOTES:
1. COORDINATE DOMESTIC AND FIRE WATER SERVICE WITH SPRINGFIELD
UTILITY BOARD DURING BUILDING PERMIT PROCESS.
2. PLANTER ON WEST END OF EXISTING DRIVEWAY TO BE WIDENED BY 5'
TO PROVIDE SPACE FOR WATER METER AND FIRE BACKFLOW BOXES.
3. FIRE BACKFLOW TO BE AT THE PROPERTY LINE IN
EXTENDED PLANTER AREA ON LEFT SIDE OF EXISTING DRIVEWAY.
4. PRIVATE PIPING SHALL MEET REQUIREMENTS IN OREGON PLUMBING
SPECIALITY CODE 2017.
5. WATER METERS AND SERVICE LINE SIZING TO BE VERIFIED DURING BUILDING
PERMIT WHEN ACCURATE PFU COUNT IS DETERMINED.
6. NEW PRIVATE FIRE HYDRANT PROPOSED AT SOUTH END OF SITE BY ACCESS DRIVEWAY
TO SERVE THE PROPERTY.
7. SEPARATION BETWEEN WATER SERVICE LINES AND WASTEWATER LATERALS TO MEET
PLUMBING CODE REQUIREMENTS.
8. IRRIGATION SERVICE TO BE DESIGNED BY LANDSCAPE CONTRACTOR AND WILL BE
REQUIRED TO INCLUDE APPROVED BACKFLOW DEVICE.
9. FIRE SPRINKLER DESIGN FOR BUILDINGS TO BE COMPLETED DURING BUILDING
PERMIT PROCESS.
WASTEWATER NOTES:
1. VERIFY EXISTING 8" FLOWLINE IN MAIN STREET DURING BUILDING PERMIT
PROCESS.
2. TRASH ENCLOSURE TO BE COVERED. SLAB TO BE HYDRAULICALLY ISOLATED
WITH DRAIN CONNECTED TO WASTEWATER SYSTEM. TRASH ENCLOSURE TO
INCLUDE DRAIN WITH TRAP PRIMER.
FRANCHISE UTILITIES:
1. ALL FRANCHISE UTILITIES ARE EXISTING IN THE ADJACENT
RIGHT OF WAY AND ARE AVAILABLE TO THE SITE. EACH
PROVIDER TO PREPARE SERVICE PLAN.
2, UTILITY ROUTING ON THIS SHEET ARE CONCEPTUAL
VERIFY WITH EACH UTILITY PROVIDER (SUB ELECTRIC, NW
NATURAL, COMCAST, CENTURY LINK ETC.) ON FINAL
DESIGNS.
3. ALL NEW UTILITY LINES TO BE PLACED UNDERGROUND.
4. EXISTING GAS LINE AVAILABLE TO SITE VIA EXISTING
DRIVEWAY.
5. FINAL PLACEMENT OF METER LOCATIONS TO BE
DETERMINED DURING BUILDING PERMIT PROCESS.
LIGHTING NOTES:
1. LIGHTING PLAN COMPLETED BY ARCHITECT. SEE
ARCHITECT PLANS FOR LIGHTING DESIGN AND
PHOTOMETRIC ANALYSIS.
WW INFRASTRUCTURE TABLE:
WW
MH #1
WW
MH #4
RIM=499.10
RIM=499.20
6"
FL IN (N)=491.28
6"
FL IN(W)=490.01
6"
FL IN (W)=491.28
6"
FL IN(N)=490.01
6"
FL OUT (S)=491.28
8"
FL OUT(SE)=490.01
WW MH #2
RIM=499.40
6" FL IN (W)=490.63
6" FL IN (E)=490.63
6" FL OUT (S)=490.63
WWMH#3
RIM=499.10
6" FL IN (N)=490.67
6" FL IN (W)=490.67
6" FL OUT (E)=490.67
WW MH #5
RIM=499.88
8" FL IN (NW)=489.87
8" FL OUT(S)=489.87
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RIM ELEV.=498.07
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PARKING
`'
BICYCLE
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PARKING
---- ` = TRANSITION
FA
SIDEWALK
SAWCUT LINE
I , __-------- �� PROPOSED AC
PARKING LOT '
(24,287 SF) t
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as
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;§ • 2f `` PROPOSED 3'
SIDEWALK
14.00
F
EX AC TO REMAIN
�y
SAWCUT AND
EXTEND PLANTER 5' 40.00' JOINT
S AND UTILITY
EAST -� �,� -AGCES
. I EASEMENT
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
RAIN GARDEN
#3
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8" FL OUT (E)=489.58;
RIM ELEV.=498.75
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42"SD� _ � -�.�.•.. �.=,..-- -gin
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LEGEND
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PROPOSED PAVING SECTION
PROPOSED SIDEWALK CONCRETE SECTION 1
CONCRETE NOTES:
1. CONCRETE WALKWAYS TO BE 4" CONCRETE OVER 2"
O CRUSHED ROCK.
A� 2. TRASH ENCLOSURE PLANS TO BE 6" REINFORCED
�y CONCRETE.
3. ALL SIDEWALK ADJACENT TO PARKING TO BE MONOLITHIC
CURB WITH THICKENED EDGE.
4. CURBING ONSITE PROPOSED TO BE EXTENDED.
5. WHEEL STOPS REQUIRED AT ALL LOCATIONS SHOWN
GRAPHICALLY ON PLAN.
6. SEE ARCHITECT PLAN FOR BIKE PARKING SPACES
REQUIRED, PROVIDED, SHORT AND LONG TERM AREAS.
PAVING NOTES:
1. SEE ARCHITECTURAL PLAN FOR LIGHTING DESIGN AND
PHOTOMETRIC ANALYSIS.
STRIPING NOTES:
1. STRIPING ON ASPHALT PAVEMENT TO BE WHITE.
2. STRIPING ON CONCRETE SURFACE TO BE YELLOW.
3. ADA PARKING SPACES TO BE MEET ADA REQUIREMENTS
FOR PAVEMENT MARKINGS AND SIGNAGE.
1.
ALL WALKWAYS AND ADA ACCESS WAYS SHALL HAVE
CROSS SLOPES LESS THAN 2%.
2.
ALL WALKWAYS SHALL HAVE RUNNING SLOPES LESS THAN
5%.
3.
ALL ADA RAMPS SHALL HAVE CROSS SLOPES LESS THAN
U
U
2% AND RUNNING SLOPES LESS THAN 8.33%.
v
4.
WHERE CURB LINE MEETS CONCRETE SIDEWALK, CURB
�
SHALL HAVE A 3' TAPER FROM TOP OF CURB TO
�
CONCRETE GRADE.
5.
PARKING LOT SURFACE TO BE ASPHALT 3" AC OVER 9"
OF CRUSHED ROCK ACCORDING TO DESIGN
W
RECOMMENDATIONS IN GEOTECHNICAL REPORT.
EX WW MH
6.
EXISTING DRIVEWAY TO BE REDUCED TO 30' WITH
8" FL OUT (E)=488.16
EXTENDED PLANTER ON WEST SIDE OF DRIVEWAY ENTRY.
RIM ELEV.=499.16
U)
TRASH ENCLOSURE:
1.
SEE ARCHITECTURAL PLAN FOR TRASH ENCLOSURE
-
DETAIL.
UT
SITE LIGHTING:
1. SEE ARCHITECTURAL PLAN FOR LIGHTING DESIGN AND
PHOTOMETRIC ANALYSIS.
STRIPING NOTES:
1. STRIPING ON ASPHALT PAVEMENT TO BE WHITE.
2. STRIPING ON CONCRETE SURFACE TO BE YELLOW.
3. ADA PARKING SPACES TO BE MEET ADA REQUIREMENTS
FOR PAVEMENT MARKINGS AND SIGNAGE.
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RAIN GARDEN LANDSCAPE
RAIN GARDEN il DETAIL
NTS
1. LANDSCAPE PLAN FOR RAIN GARDENS TO BE PREPARED
BY PROJECT ARCHITECT. PLANTINGS SHALL MEET
REQUIREMENTS OUTLINED IN EUGENE STORMWATER
MANAGEMENT MANUAL.
DIVC nAr)1/lKlf%
4" GRATE 1.00' ABOVE -
BOTTOM.
ROCK CHAMBER W/ PERF PIPE
'OUND ROCK
9.00'
LANDSCAPE BLOCK
RETAINING WALL
RAIN GARDEN 12 DETAIL
NTS
LiYVLVJLtJ tiY t ILI LI\
FABRIC
(FL) OF RAIN GARDEN
.00
77
fXz
f
-12" GROWING
MEDIUM
ROCK CHAMBER FULLY
ENCLOSED IN FILTER
FABRIC
THESE PLANS ARE FOR PLANNING
PURPOSES ONLY AND ARE NOT TO BE
USED FOR CONSTRUCTION IN THE FIELD
VARIABLE
BOTTOM (FL) OF RAIN GARE EN
(ZONE A)=498.00
4" ATRIUM GRATE
OVERFLOW
GRATE=499.00
T.O.B.=500.00 dd T.O.B.=500.00
.d ,d
1.0
ROWING MEDIA=499.00 dr d` ` ' d � '`d a . SIDE SLOPE r
,r �`° r` ��r �r`° r°�, (ZONE B) GROWING MEDIA=499.00
dd d0 1.0 r`�d
FL -498.00 dX�r'°d FL=498.00
„ , 12" GROWING
4 GRATE 1.00 ABOVE 1,0' MEDIUM
BOTTOM. .
FL=49 6.00 FL=496.00
WHEEL STOPS
PAVING PER
PLAN
7
-
�
X�.�dd`d°d�`dr
1-1/2" CLEAN
ROUND ROCK
4" ATRIUM GRATE
OVERFLOW
GRATE=497.93
1--1 /2" CLEAN -
ROUND ROCK
54.00'
ROCK CHAMBER WITH PERF PIPE, FULLY
ENCLOSED IN FILTER
FABRIC
RAIN GARDEN #3 DETAIL
NTS
PAVING PER
PLAN
T.O.B.=498.53
12" GROWING
MEDIUM
21
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RAIN GARDEN 14 DETAIL
NTS
ROCK CHAMBER WITH PERF PIPE, FULLY
ENCLOSED IN FILTER FABRIC
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34.2"
39"
4" WHITE PAVEMENT
BLUE BACKGROUND
STENCIL
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12" X 16" SIGN
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ON BLUE BACKGROUND.
WITH WHITE LETTERING
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2" ROUND
GALVANIZED
POST TREADED
ON ONE END
2" GALVANIZED
COUPLER SET
IN CONCRETE
SURFACE
PER PLAN
18" CONCRETE
2" ROUND
GALVANIZED
POST TREADED
ON ONE END
POLE MOUNTED ADA W/VAN
ACCESSIBLE SIGN DETAIL
N.T.S.
SURFACE AS SOLID PLATE UD BIKE PROOF
PER PLANS STEEL GRATE
!,� lff� X111
TRAP W/ HINGED LID �: llr 12"111
FITTING AS NEEDED — r 11---
6" OUTLET PIPS
SUMP flr;
OUTLET ELEVATIONS AS off
SHOWN ON PLANS rU fr
�r ur
'= Ili lfrli�
PROVIDE SMOOTH LEVEL BASE
53-1/4
FOSSIL FILTER INSERT
TRAP W/ HINGED LID
53-1/4"x 29-1/4-
10 GA. STEEL CATCH BASIN
WITH 24" SUMP & FOSSIL
FILTER INSERT. ASPHALT
COATED INSIDE AND OUT.
DUAL CHAMBER CATCH BASIN
_W/FOSSIL FILTER N.T.S.
t�
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12:,
MIN PHONE
oil DIRECT BURY
OR GREY DUCT
ELECTRIC ABLE
OFF WHITE
JOINT UTILITY TRENCH DETAIL
NTS
TOPSOIL MATERIAL
LANDSCAPE AS PER PLANS
EXTRUDED CONCRETE CURB CLASS 3000 — 1/2
CONCRETE. AC PAVING SURFACE SHALL BE
CLEAN AND FREE OF ALL FOREIGN MATERIAL
6" BEFORE APPLYING EPDXY.
SURFACE AS PER PLANS
6"
xx
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EXTRUDED CONCRETE CURB DETAIL
N.T.S,
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PER PLAN
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