HomeMy WebLinkAbout03 - LAKE ELMO_FINAL PUD CITY SUBMITTALA101
DISCIPLINE DESIGNATOR
SHEET TYPE DESIGNATOR
SEQUENCE NUMBER
DISCIPLINE DESIGNATOR
G GENERAL
C CIVIL
L LANDSCAPE
AE ARCHITECTURAL EXISTING
AD ARCHITECTURAL DEMO
A ARCHITECTURAL
F INTERIOR DESIGN
S STRUCTURAL
FP FIRE PROTECTION
P PLUMBING
M MECHANICAL
E ELECTRICAL
FS FOOD SERVICE
SHEET TYPE DESIGNATOR
0 GENERAL
1 FLOOR, CEILING & ROOF PLANS
2 EXTERIOR ELEVATION
3 BUILDING SECTIONS/WALL SECTIONS
4 ENLARGED FLOOR PLANS
5 INTERIOR ELEVATIONS & VIEWS
6 SCHEDULES & LEGENDS
7 EXTERIOR DETAILS
8 INTERIOR DETAILS
9 RENDERED VIEWS
GENERAL NOTES:
• THE CONTRACTOR SHALL ACCEPT THE PROJECT SITE AS IT EXISTS. ALL EXISTING
CONDITIONS WHETHER OR NOT SPECIFICALLY NOTED ON THE DRAWINGS SHALL BE
VERIFIED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF ANY WORK. THE
CONTRACTOR SHALL NOT PROCEED WITH ANY ITEM(S) OF WORK WHICH IS REASONABLY
QUESTIONABLE WITHOUT CONSULTING THE OWNER OR ARCHITECT.
• ALL WORK, PROCEDURES, AND MATERIALS SHALL COMPLY WITH ALL APPLICABLE LOCAL,
STATE AND FEDERAL REGULATIONS AND CODES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL PERMITS AND INSPECTIONS REQUIRED.
• ALL CONSTRUCTION SCHEDULING AND SEQUENCING SHALL BE COORDINATED WITH THE
OWNER PRIOR TO BEGINNING WORK.
• CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRASH REMOVAL AT INTERVALS SUCH
THAT EXCESSIVE AMOUNTS OF TRASH AND DEBRIS ARE NOT ALLOWED TO ACCUMULATE
IN THE WORK AREAS OR ON THE SITE. CONTRACTOR SHALL FURNISH CONTAINERS FOR
PROPER STORAGE AND REMOVAL OF TRASH.
• SECURITY: GENERAL CONTRACTOR IS RESPONSIBLE FOR PROJECT SECURITY.
• THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK SO AS TO MAINTAIN SOLE
RESPONSIBILITY FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES AND
SEQUENCES.
• PROVIDE SMOKE DETECTION AND FIRE ALARM SYSTEM AS REQUIRED BY CODE.
• THE FIRE PROTECTION SUBCONTRACTOR SHALL DESIGN, SUPPLY AND INSTALL THE
AUTOMATIC SPRINKLER SYSTEM TO ACCOMMODATE THE WORK AND AS REQUIRED BY
CURRENT CODES & STANDARDS.
• GENERAL CONTRACTOR COORDINATE WITH ALL SUBCONTRACTORS ALL REQUIRED
OPENINGS, NOT INDICATED HEREIN.
• ALL PARTIES SHALL UNDERSTAND THAT CONSTRUCTION DOCUMENTS ARE NOT INTENDED
TO BE A COMPLETE SET OF INSTRUCTIONS ON HOW TO CONSTRUCT A BUILDING.
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SITE
SAFETY PRECAUTIONS ARE CUSTOMARILY ASSIGNED AS RESPONSIBILITIES OF THE
CONTRACTOR TO GIVE THE CONTRACTOR FULL LATITUDE IN PREPARING BIDS AND
CARRYING OUT THE CONSTRUCTION PHASE. THE CONTRACTOR DETERMINES THE
ASSIGNMENT OF WORK TO SPECIFIC TRADES AND SUBCONTRACTORS. THE CONTRACTOR
ALSO MANAGES LOGISTICAL MATTERS SUCH AS SEQUENCE OF OPERATIONS,
SCHEDULING, DESIGN OF TEMPORARY SUPPORTS AND FACILITIES, SELECTION OF
APPROPRIATE EQUIPMENT, AND PROJECT SAFETY.
• REFER TO SPECIFICATION MANUAL FOR ROOM FINISH SCHEDULE.
• REFER TO DWELLING UNIT DOOR SCHEDULE ON SHEETS FOR TYPICAL DOORS USED
WITHIN EACH UNIT.
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NEW INDEPENDENT LIVING FACILITY - LAKE ELMO, MN
APPLICABLE CODES AND REGULATIONS:
1. 2015 MINNESOTA BUILDING CODE
2. 2012 INTERNATIONAL BUILDING CODE
I. OCCUPANCY:CHAPTER 3
A. OCCUPANCIES IN BUILDING:
1. GROUP "R-2" (42 DWELLING UNITS)
2. GROUP "A-3" (COMMUNITY ROOM/FITNESS/ACTIVITY ROOM)
3. GROUP "S-2" (PARKING AREA)
B. NON-SEPARATED MIXED OCCUPANCY (SECTION 508.3)
1. 508.3.1 NONSEPERATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN
ACCORDANCE WITH SECTION 302.1. THE REQUIREMENTS OF THIS CODE SHALL
APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY
CLASSIFICATION OF THAT SPACE EXCEPT THAT THE MOST RESTRICTIVE
APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 THAT APPLY TO THE
NONSEPERATED OCCIPANCIES SHALL APPLY TO THE TOTAL NONSEPERATED
OCCUPANCY AREA.
2. 508.3.2 THE ALLOWABLE BUILDING AREA AND HEIGHT OF THE BUILDING OR
PORTIONS THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCE
FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF
CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1
3. THE GROUP "A-3" OCCUPANCY REQUIREMENTS ARE THE MOST RESTRICTIVE
C. THE BUILDING IS REQUIRED TO BE EQUIPPED THROUGHOUT WITH AN NFPA 13 AUTOMATIC
SPRINKLER SYSTEM. (PER SECTIONS 903.2.1.3, 903.2.6 & 903.2.10)
II. CONSTRUCTION:
A. CONSTRUCTION TYPES: (TABLE 503 & CHAPTER 6)
1. PARKING AREA = TYPE IIB
2. DWELLING UNITS /ASSEMBLY AREAS = TYPE VA
B. BUILDING HEIGHT AND AREAS - BASIC ALLOWABLE (TABLE 503)
C. ACTUAL BUILDING AREA:
1. 1ST FLOOR (GROUPS S-2, A-3, & R-2) = 22,138 S.F.
2. 2ND FLOOR (GROUPS A-3 & R-2) = 21,590 S.F.
3. 3RD FLOOR (GROUP R-2) = 21,590 S.F.
TOTAL BUILDING SQUARE FOOTAGE = 65,318 S.F.
D. BUILDING ELEMENTS SHALL HAVE FIRE RESISTANCE RATINGS AS SPECIFIED IN TABLE 601.
BUILDING ELEMENT: TYPE IIB: TYPE VA:
1. STRUCTURAL FRAME = (-) = (1) HR.
2. BEARING WALLS (EXTERIOR & INTERIOR) = (-) = (1) HR.
3. NONBEARING WALLS & PARTITIONS = (-) = (-)
4. FLOOR / CEILING CONSTRUCTION = (-) = (1) HR.
5. ROOF CONSTRUCTION = (-) = (1) HR.
E. HORIZONTAL ASSEMBLIES - THE FIRE-RESISTANCE RATING OF FLOOR & ROOF ASSEMBLIES
SHALL NOT BE LESS THAN THAT REQUIRED BY THE BUILDING TYPE OF CONSTRUCTION.
WHERE FLOOR ASSEMBLIES SEPARATE MIXED OCCUPANCIES, THE ASSEMBLY SHALL HAVE A
FIRE-RESISTANCE RATING OF NOT LESS THAN THAT REQUIRED BY SECTION 508.4. (SEC. 711.3)
* ONE HOUR FIRE RESISTANCE RATING IS REQUIRED BETWEEN FLOORS.
III. EGRESS AND ACCESS REQUIREMENTS:
A. OCCUPANT LOAD: (TABLE 1004.1.2)
DESCRIPTION: S.F. ACTUAL: / LOAD FACTOR: OCC. LOAD: REQ'D. EXITS
FIRST FLOOR:
1. PARKING EAST 5,740 S.F. 200 S.F. 29 PERSONS 1
2. PARKING WEST 8,562 S.F. 200 S.F. 43 PERSONS 2
3. LIVING UNITS 2,764 S.F. 200 S.F. 14 PERSONS 1
4. FITNESS 231 S.F. 50 S.F. 5 PERSONS 1
5. OFFICE 138 S.F. 100 S.F. 2 PERSONS 1
6. COMMUNITY ROOM 660 S.F. 15 S.F. 44 PERSONS 1
7. ENTRY/LIVING 300 S.F. 15 S.F. 20 PERSONS 1
* FIRST FLOOR OCCUPANT LOAD = 157 PERSONS 2
SECOND FLOOR:
1. LIVING UNITS 16,541 S.F. 200 S.F. 83 PERSONS 2
2. CRAFT/ACTIVITY 577 S.F. 15 S.F. 39 PERSONS 1
3. STORAGE 546 S.F. 300 S.F. 2 PERSONS 1
* SECOND FLOOR OCCUPANT LOAD = 124 PERSONS 2
THIRD FLOOR:
1. LIVING UNITS 17,866 S.F. 200 S.F. 90 PERSONS 2
2. STAFF ROOM 94 S.F. 100 S.F. 1 PERSONS 1
* THIRD FLOOR OCCUPANT LOAD = 91 PERSONS 2
* TOTAL BUILDING OCCUPANT LOAD = 372 PERSONS
B. WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED BY SECTION 1015.1 OR 1021.1 EACH
ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO ACCESSIBLE
MEANS OF EGRESS. (PER SEC. 1007.1)
C. EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY.
(PER SEC. 1007.2)
D. THE CLEAR WIDTH OF 48" BETWEEN HANDRAILS IS NOT REQUIRED AT EXIT STAIRWAYS IN
BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM. (PER SEC.
1007.3 EXCEPTION 3)
E. THE TOTAL WIDTH OF MEANS OF EGRESS IN INCHES SHALL NOT BE LESS THAN THE TOTAL OCCUPANT
LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY 0.2 INCHES PER OCCUPANT FOR STAIRWAYS
AND 0.15 INCHES PER OCCUPANT FOR OTHER EGRESS COMPONENTS. (PER SECTIONS 1005.3.1,
EXCEPTION AND 1005.3.2, EXCEPTION)
F. MAXIMUM TRAVEL DISTANCE TO EXIT: (SPRINKLERED BUILDING) - 250 FT. (PER TABLE 1016.2)
G. SHAFT ENCLOSURES INCLUDING EXIT ENCLOSURES SHALL HAVE A FIRE-RESISTANCE RATING OF NOT
LESS THAN (1) HOUR WHEN CONNECTING LESS THAN FOUR STORIES. (PER SECTIONS 707.3 & 1022.2)
* PROVIDE 60 MINUTE RATED DOORS PER TABLE 716.5.
H. EXIT ACCESS CORRIDOR WALLS SHALL BE (.5) HOUR FIRE-RESISTANCE RATED PER TABLE 1018.1.
(GROUP 'I-1' REQUIREMENTS)
I. THE COMMON PATH OF EGRESS TRAVEL SHALL NOT EXCEED 75'-0" (PER SEC. 1014.3 & TABLE 1014.3)
J. OPENINGS IN EXIT ACCESS CORRIDOR WALLS SHALL BE PROTECTED IN ACCORDANCE WITH TABLE 716.5.
(20 MINUTE RATING)
K. EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. THE EXIT DISCHARGE SHALL
BE AT GRADE OR SHALL PROVIDE DIRECT ACCESS TO GRADE. (PER SEC. 1027.1)
L. A MAXIMUM OF 50% OF THE NUMBER AND CAPACITY OF THE EXIT ENCLOSURES IS PERMITTED TO
EGRESS THROUGH AREAS ON THE LEVEL OF EXIT DISCHARGE, PROVIDED ITEMS 1.1, 1.2, AND 1.3 ARE
MET. (PER SEC. 1027.1, EXCEPTION 1)
M. WALLS SEPARATING DWELLING UNITS SHALL HAVE A FIRE-RESISTANCE RATING OF (1) HOUR AND
COMPLY WITH SECTION 708.4. (PER SECTIONS 708.1 & 708.3.)
N. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC
SPRINKLER SYSTEM. (PER SEC. 718.3.3 EXCEPTION & 718.4.3 EXCEPTION)
O. WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES SEPARATING DWELLING UNITS FROM EACH OTHER
OR FROM PUBLIC OR SERVICE AREAS SHALL HAVE A SOUND TRANSMISSION CLASS (STC) & (IIC) OF NOT
LESS THAN 50. (PER SEC. 1207.2 & 1207.3)
P. DEAD-END CORRIDORS SHALL NOT EXCEED 20 FT. IN LENGTH IN GROUP 'A' OCCUPANCIES. DEAD-END
CORRIDORS IN GROUP 'R-2 & S' OCCUPANCIES SHALL NOT EXCEED 50 FT. WHERE THE BUILDING IS
EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM. (PER SEC. 1018.4)
Q. PEDESTRIAN CANOPY, ENTRY CANOPIES AND DRIVE-UNDER CANOPY AND SIMILAR PROJECTIONS ON
BUILDINGS OF TYPE 'V' CONSTRUCTION SHALL NOT BE REQUIRED TO HAVE A 'FIRE-RESISTANCE RATING'
WHERE SPRINKLER PROTECTION IS EXTENDED TO THESE AREAS. (PER SEC. 1406.3 EXCEPTION 3)
BUILDING CODE SUMMARY
OCCUPANCY
CONSTR.
TYPE
A-3 VA
FRONTAGE
INCR. (36%)
R-2 VA
S-2 IIB
BASIC ALLOW.
HEIGHT
SPRINKLER
INCREASE
ACT. NO. OF
STORIES
BASIC ALLOW.
AREA/FLOOR
SPRINKLER
INCR. (200%)
TOTAL ALLOW.
AREA/FLOOR
2 STORIES
& 50 FT.
1 STORY &
20 ST.
1 STORY &
20 ST.
1 STORY &
20 ST.
3 STORIES
& 50 FT.
3 STORIES
& 55 FT.
2
3
1
11,500 S.F.
12,000 S.F.
26,000 S.F.
4,140 S.F.
4,320 S.F.
9,360 S.F.
23,000 S.F.
24,000 S.F.
52,000 S.F.
38,640 S.F.
40,320 S.F.
87,360 S.F.
IV. ELEVATOR REQUIREMENTS:
A. IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, AN ELEVATOR SHALL
COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF SECTION 2.27
OF ASME A117.1. STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND
SECTION 303. (PER SEC. 1007.4)
B. ENCLOSED ELEVATOR LOBBIES ARE NOT REQUIRED SINCE THE ENTIRE BUILDING IS EQUIPPED WITH AN
AUTOMATIC SPRIIKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1. (PER SECTION 713.14.1,
EXCEPTIONS 1 & 4)
C. ELEVATORS SHALL NOT BE IN A COMMON SHAFT ENCLOSURE WITH A STAIRWAY. (PER SEC. 3002.7)
D. HOISTWAYS OF ELEVATORS HAVING A TRAVEL DISTANCE OF 25'-0" OR MORE SHALL BE PROVIDED WITH
A MEANS FOR VENTING SMOKE & HOT GASES TO THE OUTER AIR IN CASE OF FIRE. (PER SEC. 3004.1)
E. THE AREA OF HOISTWAY VENTS SHALL NOT BE LESS THAN 3.5 PERCENT OF THE HOISTWAY NOR LESS
THAN 3 SQUARE FEET FOR EACH ELEVATOR CAR. (PER SEC. 3004.3)
V. ACCESSIBILITY: (2015 MINNESOTA ACCESSIBILITY CODE)
A. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE FACILITIES,
ACCESSIBLE ELEMENTS AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. (PER SEC. 1104.2)
B. AT LEAST 60% OF ALL PUBLIC ENTRANCES TO EACH BUILDING, FACILITY AND TENANT SPACE SHALL BE
ACCESSIBLE. (PER SEC. 1105.1)
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COVER SHEET
08-1893.00
11.06.2019
LAKE ELMO INDEPENDENT LIVING, LLC
LAKE ELMO, MINNESOTA
MARK DATE DESCRIPTION
ARCHITECTURAL INDEX
SHEET NUMBER SHEET NAME
A101 FIRST FLOOR PLAN
A101a FIRST FLOOR AREA A PLAN
A101b FIRST FLOOR AREA B PLAN
A102 SECOND FLOOR PLAN
A102a SECOND FLOOR AREA A PLAN
A102b SECOND FLOOR AREA B PLAN
A103 THIRD FLOOR PLAN
A103a THIRD FLOOR AREA A PLAN
A103b THIRD FLOOR AREA B PLAN
A201 EXTERIOR ELEVATIONS
A202 EXTERIOR ELEVATIONS
A203 EXTERIOR ELEVATIONS
PROJECT LOCATION
PARCEL NUMBER: 13.029.21.22.0013
LEGAL DESCRIPTION: BROOKMAN 3RD ADD LOT 2
BLOCK 2 SUBDIVISON CD 37102
CIVIL INDEX
SHEET NUMBER SHEET NAME
C100 EXISTING SITE PLAN
C200 SITE DEMOLITION PLAN
C300 SITE PLAN LAYOUT
C400 SITE GRADING PLAN
C500 SITE UTILITIES PLAN
C501 SITE EASEMENTS
C600 SITE MATERIALS PLAN
C700 EROSION CONTROL PLAN
C800 CIVIL DETAILS
C801 CIVIL DETAILS
C802 CIVIL DETAILS
C803 CIVIL DETAILS
C804 CIVIL DETAILS
C805 CIVIL DETAILS
C806 CIVIL DETAILS
C807 CIVIL DETAILS
NEW INDEPENDENT LIVING FACILITY
LANDSCAPE INDEX
SHEET NUMBER SHEET NAME
L100 LANDSCAPE PLAN
L101 LANDSCAPE PLAN
L102 LANDSCAPE PLAN
L103 LANDSCAPE DETAILS
L104 IRRIGATION PLAN
GENERAL INDEX
SHEET NUMBER SHEET NAME
G001 COVER SHEET
PROJECT DIRECTORY
BUILDING OWNER
LAKE ELMO INDEPENDENT LIVING, LLC
N8654 1090TH STREET
RIVER FALLS, WI 54022
PHONE: 612.770.5781
ARCHITECT
AYRES ASSOCIATES
3433 OAKWOOD HILLS PARKWAY
EAU CLAIRE, WI 54701
ARCHITECT OF RECORD: MARK PASCHKE
PROJECT MANAGER: STEVE HOECHERL
PHONE: 715.831.7724
CIVIL ENGINEER
AYRES ASSOCIATES
3433 OAKWOOD HILLS PARKWAY
EAU CLAIRE, WI 54701
CONTACT: KRISTY TREICHEL
PHONE: 715.831.7569
STRUCTURAL ENGINEER
A.M. STRUCTURAL ENGINEERING
112 EAST MAPLE STREET
RIVER FALLS, WI 54022
CONTACT: DAVE WAGNER
PHONE: 715.426.4930
CP 1
CP 2
CP 3
CP 4
BM 1002
BM 1003
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
3"
2"
3"
3"
ETRAN
ETRAN2"
WVBM 1242
2"
1254
2" CLUSTER
2"
2"
3"
8" CLUSTER X108" CLUSTER X8
6" CLUSTER X46" CLUSTER X6
IP1/2" RB
4"4"16"16"
4" CLUSTER X4
4" CLUSTER X4
5"
10"
2" CLUSTER X6
8" CLUSTER X6
4"4"4"
4"4"18"18"18"18"18"18"18"18"18"20"18"12"18"
16"
18"18"
18"12"14"24"16"
5"5"8"8"5"5"
8" X4
4"8"6" CLUSTER X84"
4"
SAN
MH
1366
IP
MH
IPIP
6" CLUSTER X4
30"
4" CLUSTER X4
4"
4" CLUSTER X4
8"
6"8"
4" CLUSTER X8
4"
4" CLUSTER X8
8"
6" CLUSTER X4
10" CLUSTER X4
9"
6"
22"
6"
8"
24"
6" CLUSTER X46" CLUSTER X6
22"
7" CLUSTER X64" CLUSTER X4
6" CLUSTER X4
8" CLUSTER X88"6"
4"
3"
4"
6"3"4"
4"
6"
G G G G G G G G G
E E E E E E E EEEEEEEEE
EEE
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
25
'
30'CITY OF LAKE ELMO
DRAINAGE AND
UTILITY EASEMENT
936
937
938
938 939
939
936937938
939
940
94
1
94
2
94
2
943
94
3
940
93
8
93
9
94
1
940
93
9
941
9
4
2
9
4
3
940 940
938 939 939
941
941
94
0
940
939
9
4
1
9
4
1
9
4
1
10'
DRAINAGE &
UTILITY
EASEMENT
PROPERTY LINE
CONTROL / BENCHMARK POINT DATA
POINT NO.
1
2
3
4
50
1002
1003
1242
FEATURE
CP
CP
CP
CP
BM
BM
BM
BM
NORTHING
194692.279
194631.866
195020.566
194720.443
194598.047
194692.284
194775.492
194938.493
EASTING
487519.037
487970.221
487577.468
487807.817
488011.517
487504.493
487380.480
487500.909
ELEVATION
938.66
935.34
940.54
938.50
937.52
941.50
946.50
945.51
DESCRIPTION
12" NAIL
12" NAIL
12" NAIL
12" NAIL
TNH
EXISTING SITE LEGEND
SAN SAN
100
G G
SANITARY SEWER
WATER MAIN
UNDERGROUND GAS
UNDERGROUND ELECTRIC
CURB AND GUTTER
SIDEWALK / TRAIL
CONTOURS
PROPERTY LINE
CONCRETE/ASPHALT
LIGHT POLE
TREES
STORM SEWER
DECIDUOUS CONIFEROUS
SIGN
SANITARY MANHOLE
E E
W W
STM STM
INL
STM
MH
AREA
INL
99
WATER VALVE
WVHYDRANT
ELECTRIC
TRANSFORMERETRAN
TREELINE
IRON PIPE
IP
SAN
MH
UTILITY EASEMENT LINE
NO
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C100
EXISTING SITE PLAN
CP 1
CP 2
CP 3
CP 4
BM 1002
BM 1003
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
3"
2"
3"
3"
ETRAN
ETRAN2"
WVBM 1242
2"
1254
2" CLUSTER
2"
2"
3"
8" CLUSTER X108" CLUSTER X8
6" CLUSTER X46" CLUSTER X6
IP1/2" RB
4"4"16"16"
4" CLUSTER X4
4" CLUSTER X4
5"
10"
2" CLUSTER X6
8" CLUSTER X6
4"4"4"
4"4"18"18"18"18"18"18"18"18"18"20"18"12"18"
16"
18"18"
18"12"14"24"16"
5"5"8"8"5"5"
8" X4
4"8"6" CLUSTER X84"
4"
SAN
MH
1366
IP
MH
IPIP
6" CLUSTER X4
30"
4" CLUSTER X4
4"
4" CLUSTER X4
8"
6"8"
4" CLUSTER X8
4"
4" CLUSTER X8
8"
6" CLUSTER X4
10" CLUSTER X4
9"
6"
22"
6"
8"
24"
6" CLUSTER X46" CLUSTER X6
22"
7" CLUSTER X64" CLUSTER X4
6" CLUSTER X4
8" CLUSTER X88"6"
4"
3"
4"
6"3"4"
4"
6"
G G G G G G G G G
E E E E E E E EEEEEEEEE
EEE
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
1
2
TRIM BRANCHES AS NEEDED
PROPERTY LINE
SITE DEMOLITION LEGEND
REMOVE ASPHALT SECTION
REMOVE CURB AND GUTTER TO
NEAREST JOINT
DEMOLITION NOTES
CLEAR AND GRUB TREE
SAWCUT
REMOVE GRASS AND TOPSOIL
PROTECTION NOTES
PROTECT ALL UNDERGROUND UTILITIES AND UTILITY STRUCTURES THAT
ARE NOT SHOWN AS REMOVED OR ABANDONED IN PLACE
PROTECT ALL REMAINING TREES. EQUIPMENT AND MATERIALS SHALL NOT
BE STORED WITHIN DRIP LINES OF REMAINING TREES
1
2
PROTECT TRANSFORMER AND CONCRETE TRANSFORMER PAD
PROTECT STORM MANHOLE
A. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF THE EXISTING
STRUCTURES, RELATED UTILITIES, PAVING, UNDERGROUND RETENTION AND
INFILTRATION NETWORK AND ANY OTHER EXISTING IMPROVEMENTS AS NOTED:
SEE SITE WORK SPECIFICATIONS.
B. CONTRACTOR IS TO REMOVE AND DISPOSE OF ALL DEBRIS, RUBBISH AND
OTHER MATERIALS RESULTING FROM PREVIOUS AND CURRENT DEMOLITION
OPERATIONS. DISPOSAL WILL BE IN ACCORDANCE WITH ALL LOCAL, STATE,
AND/OR FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
C. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO
AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE
CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD
SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES
OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT.
D. ENGINEERS NOTICE TO CONTRACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE
APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION
TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES
WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS.
E. ALL PAVEMENT REMOVALS WITHIN PUBLIC RIGHT OF WAY SHALL BE
REPLACED IN-KIND AND REMOVALS SHALL BE ACCOMPANIED BY A FULL DEPTH
SAW CUT AND MILLED BITUMINOUS STEP JOINT PER CITY OF LAKE ELMO
STANDARD DETAILS.
F. ALL EXISTING TREES TO BE PROTECTED PER TREE PROTECTION DETAIL.
G. SAWCUTS SHALL BE FULL PAVEMENT DEPTH
INSTALL 6' CHAIN LINK CONSTRUCTION
FENCING TO PROTECT TREES
NO
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PROJECT No:
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7
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)
4
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6
NE
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P
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N
D
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N
T
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G
,
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LA
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C200
SITE DEMOLITION PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
G G G G G G G G G
35'
33
'
15
'
25
'
20
'
15
'
15
'
15
'
35'
24
'
10
'
13
'
24'166'24'
55
'
18
'
24
'
18
'
32'
32'
25'
(TYP)
SS
HSHS
CW
CW
CW
FL
9'
TYPPAVEMENT MARKING 4"
WHITE (TYP STALLS)
ADA PAVEMENT MARKING,
SEE DTL 5/C805
PAVEMENT MARKING 4"
WHITE (TYP STALLS)
20
'
T
Y
P
8'
CROSSWALK
PAVEMENT MARKING
SEE DTL 6/C805
4'
T
Y
P
6'
6'
6'
5'
32
'
62
'
8'66'9.5'8'45.5'
39
.
1
7
'
6'
81
'
31
.
1
7
'
26
'
7.5' DRIVEWAY
APRON (TYP)
5' SIDEWALK (TYP)
NP
CROSSWALK
PAVEMENT MARKING
SEE DTL 6/C805
NP
NP
NP
NP
PLAYGROUND
BY OTHERS
PERGOLA BY OTHERS
10
'
BOCCE BALL,
SEE DTL 3/C804
PICKLE BALL,
SEE DTL 4/C804
FL
CW
LAKE ELMO SENIOR LIVING BUILDING
TWIN HOME
TWIN HOME
TWIN HOME
FOUR PLEX
TWIN HOME
TWIN HOME
TWIN HOME
TWIN HOME
INFILTRATION
BASIN
BIORETENTION BASIN
BIORETENTION BASIN
RT RTRTRT
RAMPED SIDEWALK,
SEE DTL 3/C802
5'x8' CONCRETE
TRANSFORMER PAD
4'W. CHAIN LINK GATE
(TYP), SEE DTL 2/C804
BUILDING ENTRANCE, SEE DTL 4/C802 BUILDING ENTRANCE, SEE DTL 4/C802
24'
2
4
'
MONUMENT SIGN, BY OTHERS
24" STOP BAR, WHITE
PAVEMENT MARKING
ASPHALT PATCH
6.5'x2.5' PAD
FOR BENCH
6.5'x2.5' PAD
FOR BENCH
6.5'x2.5' PAD
FOR BENCH
PIPE GUARD POSTS PIPE GUARD POSTS
SITE LAYOUT LEGEND
10'H CHAIN LINK FENCE, SEE DTLS
1/C804 & 2/C804
CROSSWALK SIGNS, SEE DTL 4/C805
1.STREET LIGHTING SHALL BE INSTALLED PER PLAN.
2.ALL SIGNS MUST MEET MMUTCD.
3.DEVELOPER TO FURNISH AND INSTALL STREET SIGNS PER DETAILS.
4.EPOXY RESIN AND DROP-ON-GLASS BEADS FOR PAVEMENT MARKINGS
SHALL MEET THE REQUIREMENTS OF MnDOT "SPECIFICATIONS FOR
CONSTRUCTION, 2018 EDITION".
CW
STOP SIGN, SEE DTL 1/C805 SS
NO PARKING / FIRE LANE SIGN, SEE DTL 3/C805 FL
HANDICAPPED PARKING SIGN, SEE DTL 2/C805 HS
PED LIGHT BOLLARD, BY OTHERS
SEE ELECTRICAL PLANS
LIGHT POLES, BY OTHERS
SEE ELECTRICAL PLANS
NO PARKING SIGN, SEE DTL 7/C805 NP
NOTES
SAW CUT LINES
TIMBER BORDER, SEE DTL 3/C804
END OF ROADWAY SIGN, SEE DTL 8/C805 RT
BUILDING COLUMNS
BUILDING OVERHANG
PICKLE BALL NET (QTY = 2), SEE DTL 4/C804
PIPE GUARD POSTS, SEE ARCHITECTURAL PLANS
NO
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2
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C300
SITE PLAN LAYOUTPARKING DATA
SITE APARTMENTS TWIN HOMES TOTAL REQUIRED
STANDARD PARKING (9'X18')33 40 42 115
ACCESSIBLE PARKING (9'X18')2 2 4
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
G G G G G G G G G
E E E E E E E EEEEEEEEE
EEE
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
9.6:1
0.
8
7
%
0.
8
7
%
0.
7
5
%
0.
7
5
%
1.
0
0
%
0.72%
7.
9
0
%
6
.
1
:
1
1.00%
10
.
5
2
%
4.9:1
4.2:1 5.8:1
FFE:
942.00'
FFE:
942.00'
FFE:
940.75'
FFE:
940.00'
FFE:
939.25'
FFE:
939.75'
FFE:
940.50'
FFE:
941.50'
FFE:
942.00'
0.50%0.94%0.96%
0.
5
0
%
94
0
9
4
0
938
9
3
9
940
937
93
8
93
9
941
94
1
941
940
2.00%2.00%2.00%
2.06%
0.74%0.75
%
4.7:1
3.
0
:
1
3.0:1
9.5:1 7.6:1
6
.
4
%
8.1:1
4.9:1
6.5:1
4.0:1
4.0:1
2.06%
2.00%
0.
5
0
%
2.
0
0
%
941.90 HP 93
9
.
5
0
L
P
94
0
.
3
0
H
P
93
7
.
9
0
L
P
93
8
.
7
0
H
P
940.41 HP
OVERLAND EMERGENCY
OVERFLOW 936.93
93
7
.
1
5
L
P
940.78 HP
OVERLAND EMERGENCY
OVERFLOW 938.89
4.0:1
4.0:1
93
9
94
0
93
9
93
8
93
6
93
6
93
5
93
7
93
8
4.0:1
4.0:1
7.
7
:
1
3.
9
:
1
93
6
93
8
93
7
9
3
7
93
8
93
9
94
0
94
1
936
937
938
938 939
939
936937938
939
93
7
93
8
93
9
94
0
94
0
94
1
94
2
94
2
943
94
3
938
939
940
93
9
941
9
4
2
9
4
3
940 940
938
939 939
941
941
940
941
938
938
939
941
9
4
0
9
4
1
9
3
8
9
3
9
9
4
2
941
940 940 939
94
2
9
4
1
5.00%
94
0
.
9
9
943.
6
3
943.
3
8
M
E
940.99
938.90
939.15
939.26
938.63
938.29
M
E
939.42
939.69
940.07
940.34
9
3
6
.
9
7
938.
1
9
938.
4
4
938.
8
9
939.
1
4
939.
5
9
939.
8
4
940.
2
9
940.
8
5
939.52
939.
4
6
939.
3
3
938.
7
9
939.
1
2
939.
1
5
939.
2
6
938.40
938.78
936.
5
3
M
E
936.19
M
E
OVERLAND
EMERGENCY
OVERFLOW 940.16
BIORETENTION BASIN
SEE DTL 1/C807
HWL/100 = 936.93
BOTTOM = 935.70
INFILTRATION BASIN
HWL/100 = 939.75
BOTTOM = 934.94
BIORETENTION BASIN
SEE DTL 1/C807
HWL/100 = 937.80
BOTTOM = 936.70
1
2
940
.
0
9
940
.
7
5
9
4
0
.
7
5
940.09
939
.
9
6
940
.
6
6
940.52
0.
5
0
%
1.00%
2.
8
6
%
940
.
4
3
940.37
9
4
0
.
1
0
1.50%1.50%1.91%
9
3
9
.
3
9
9
4
0
.
4
0
9
4
0
.
3
1
9
3
9
.
9
8
9
3
9
.
1
1
941
.
3
5
941
.
6
6
9
4
1
.
2
3
9
4
1
.
4
4
939.81
9
4
0
.
0
5
939
.
9
3
940.45
941.02
940
.
9
3
94
0
.
2
6
941.91941.91
941.17 HP
94
1
.
5
3
H
P
940
.
4
1
940
.
2
0
940.43
9
3
9
.
8
9
L
P
940.30
940.64
94
1
.
0
6
9
3
8
.
8
2
937.40
93
7
.
4
0
H
P
937.
9
1
937.
9
1
938
.
5
2
941.74 HP 942.14 HP
94
2
.
1
3
H
P
94
1
.
7
3
H
P
2.00%
936.88 L
P
9
3
7
.
4
9
L
P
936.8
8
L
P
93
9
.
7
1
9
3
9
.
5
5
940.75 LP
940
.
8
7
L
P
941.23
941
.
1
4
H
P
9
4
1
.
1
3
941.05 HP
4.
1
2
%
937.04
9
3
7
.
6
1
H
P
940
.
7
5
L
P
9
4
0
.
9
5
940.78 L
P
940.89
941.34
940.
8
9
94
1
.
2
7
940.
8
9
941
.
4
6
9
4
1
.
6
3
1.50%
6.
2
5
%
2.
0
0
%
938
.
4
4
L
P
9
3
8
.
7
4
L
P
939
.
5
0
9
3
9
.
3
3
BO
C
C
E
B
A
L
L
PA
D
E
L
9
4
0
.
2
5
BO
C
C
E
B
A
L
L
PA
D
E
L
9
4
0
.
7
5
941.03
9
4
0
.
4
4
941
.
1
8
94
0
.
8
4
H
P
4'
W
S
W
A
L
E
@
2
%
939.79
939.76
94
0
.
4
1
H
P
94
0
.
7
8
H
P
4'
W
S
W
A
L
E
@
2
%
937.15 LP4'
W
S
W
A
L
E
@
2
%
CURB & GUTTER
TERMINATOR,
SEE DTL 6/C802
CURB & GUTTER
TERMINATOR,
SEE DTL 6/C802
OVERLAND
EMERGENCY
OVERFLOW 940.30
GRASS SWALE
HWL/100 = 937.80
940.
0
9
940.22
GRASS SWALE
3.5%
3.8%
3.9%
5.8%
3.0%4.4%
6.7%
7.5%
6.9%
939.59 HP
0.50%0.92%
9
3
9
.
2
5
938
.
9
6
941.12
H
P
941.04
941
.
6
2
941
.
7
3
942.
2
2
942.
1
1
4.
7
2
%
942.
0
5
94
1
.
1
4
941
.
2
2
941
.
0
7
941.68
941.83
94
1
.
2
4
941.77
941.83
9
4
2
.
0
0
94
2
.
0
0
942.0
5
941.9
6
940.98 HP
94
1
.
0
1
9
4
1
.
4
8
941.07
940.
4
5
H
P
939.
0
7
H
P
937.08 LP
9
3
7
.
8
1
H
P
940.25 HP
941.73 HP
941.
4
3
94
1
.
1
0
941.64
941.59
9
4
1
.
7
2
2.28%
2.28%
SITE GRADING LEGEND
SPOT ELEVATION (EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED)
SURFACE SLOPE
NEW CONTOURS
0.6%
EXISTING CONTOURS
670
670
669
669
MATCH EXISTING SPOT ELEVATION (EDGE
OF PAVEMENT UNLESS OTHERWISE NOTED)920.00 ME
920.00
HIGH POINT ELEVATION 920.00 HP
PROTECTION NOTES
PROTECT ALL UNDERGROUND UTILITIES AND UTILITY STRUCTURES THAT
ARE NOT SHOWN AS REMOVED OR ABANDONED IN PLACE
PROTECT ALL REMAINING TREES. EQUIPMENT AND MATERIALS SHALL NOT
BE STORED WITHIN DRIP LINES OF REMAINING TREES
1
2
PROTECT CONCRETE TRANSFORMER PAD
PROTECT STORM MANHOLE
STANDARD CURB AND GUTTER,
SEE DTL 2/C802
TIPPED OUT CURB AND GUTTER,
SEE DTL 2/C802
DRIVEWAY CURB, SEE DTL 2/C802
LOW POINT ELEVATION 920.00 LP
SUBSURFACE STORM WATER
INFILTRATION SYSTEM HWL/100 = 936.71
NO
T
F
O
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C
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C400
SITE GRADING PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
ETRAN
ETRAN
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
G G G G G G G G G
E E E E E E E EEEEEEEEE
EEE
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
SUBSURFACE
INFILTRATION
SYSTEM
SUBSURFACE
INFILTRATION
SYSTEM
DS DS DS
DS DS DS DS DS
DS DS
DS DS DS DS
DS
DS
DS
DS DS
DS
DS
DS DS DS DS DS
DS DS DS
DS
DSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS
DS
S15
S12
S13
S14
S11
S17
S10
S09
AEW1
S08
S06
S07
AEW2
S04
S03
S05
S01
S02
S26
107' -
1
2
"
S
S
@
0
.
3
8
%
46' - 18" SS @ 0.22%
87
'
-
1
8
"
S
S
@
0
.
1
8
%
58' - 18" SS @ 0.22%
138' - 12" SS @ 0.50%
4
4
'
-
1
2
"
S
S
@
1
.
0
0
%
53' - 18" SS @ 0.21%
11' - 12" SS @ 5.00%
52' - 15" SS @ 1.77%
40' - 12" SS @ 1.15%
135' - 15" SS @ 0.2
8
%
23' - 12" SS @ 0.38%
20' - 15" SS @ 0.28%
33' - 12" SS @ 0.38%
S19
S18
CONNECT TO EX SAN SEWER
T
T
T
T
T
T
T
T
T
CS
T
T
T
T
T
T
T
T
33' - 12" SS @ 0.50%
34' - 15" SS @ 0.38%
S30
S31
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN
S46
S43
S42
S40 S45
24
0
'
-
8
"
S
A
N
@
2
.
0
0
%
71' - 8" SAN @ 2.00%
33
4
'
-
8
"
S
A
N
@
2
.
0
0
%
115' - 8" SAN @ 2.00%
W W W
W
W
W
W
W
W
W
W90 DEG BEND
90 DEG BEND
HYDRANT
BREAKOFF 940.53
8" X 8" TEE
8" GV
CONNECT TO EX WM
HYDRANT
BREAKOFF 938.04
8" X 8" TEE 8" X 8" TEE
8" GV
27' - 8" WM DI
8' - 8" WM DI
22' - 8" WM DI 163' - 8" WM DI
9' - 8" WM DI
5' - 8" WM DI
25
4
'
-
8
"
W
M
D
I
60
'
-
8
"
W
M
D
I
53' - 8" WM DI
15' - 8" WM DI
5' - 8" WM DI
S35 S36
32' - 8" SAN @ 2.00%
INV 937.52
INV 938.93
INV 935.75
INV 935.74
S32
15' - 15" SS @ 0.28%
10" DOWNSPOUT COLLECTOR @ 0.5%
10" DOWNSPOUT COLLECTOR @ 0.75%
CONNECT TO EX SS
T
T
CLO
CLO
CLO
CLO
(2) 48' - 4" SAN (TYP)
(2) 58' - 1" WAT (TYP)
(2) 43' - 4" SAN (TYP)
(2) 53' - 1" WAT (TYP)
(2) 48' - 4" SAN (TYP)
(2) 58' - 1" WAT (TYP)
96' - 12" S
S
@
0
.
4
5
%
69' - 15" SS @ 0.28%
16' - 15" SS @ 0.18%
29' - 12" SS @ 1.00%
82
'
-
1
5
"
S
S
@
0
.
2
8
%
S79
S80
W
W
W
W
W
8' - 8" WM DI
8' - 8" WM DI
8" GV
8" GV
90 DEG BEND
HYDRANT BREAKOFF 938.72
5' - 8" WM DI
8" GV
8" X 8" TEE
4' - 8" WM DI
23
9
'
-
8
"
W
M
D
I
90 DEG BEND
19' - 8" WM DI
8" GV
5' - 8" WM DI
HYDRANT BREAKOFF 940.42
11' - 18" SS @ 0.32%
INV. 938.17
INV. 937.53INV. 937.19
INV. 937.83
4" UNDERDRAIN @ 4%
4"
U
N
D
E
R
D
R
A
I
N
@
1
%
M
I
N
.
(
T
Y
P
)
W
W
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
12
1
'
-
1
5
"
S
S
@
0
.
2
7
%
1
2
8' - 1" WATER STUB
FOR IRRIGATION
SITE UTILITIES LEGEND
1.ALL WATERMAIN AND ACCESSORIES MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF LAKE ELMO
STANDARD SPECIFICATIONS AND DETAILS.
2.MANIPULATION OF EXISTING VALVES SHALL BE PERFORMED ONLY BY CITY PERSONNEL.
3.WATERMAIN SHALL BE DUCTILE IRON PIPE, ENCASED IN POLYETHYLENE, CLASS-52.
4.ALL FITTINGS SHALL COMPLY WITH CEAM SPEC. 2611.2.A.1. ALL FITTINGS SHALL BE DUCTILE IRON PIPE WITH
POLYETHYLENE ENCASEMENT. ALL CONNECTIONS SHALL BE INSTALLED UTILIZING COR-BLUE NUTS & BOLTS.
5.USE GATE VALVES FOR ALL APPLICATIONS UP THROUGH 12 INCHES.
6.GATE VALVES SHALL BE RESILIENT WEDGE AMERICAN FLOW CONTROL SERIES 2500 OR APPROVED EQUAL.
GATE VALVES MUST COMPLY WITH CEAM SPEC 2611.2.C.2.
7.USE BUTTERFLY VALVES FOR ALL APPLICATIONS GREATER THAN 12 INCHES.
8.BUTTERFLY VALVES SHALL BE MUELLER LINSEAL III, OR APPROVED EQUAL. BUTTERFLY VALVES SHALL
COMPLY WITH CEAM SPEC. 2611.2.C3.
9.BOLTS AND NUTS ON ALL VALVES AND HYDRANTS SHALL BE STAINLESS STEEL.
10.ALL HYDRANTS SHALL BE INSTALLED 5.0 FEET BACK OF CURB.
11.HYDRANTS SHALL BE WATEROUS "PACER," MODEL WB-67 OR APPROVED EQUAL, FITTED WITH FH 800 SERIES
FLEX STAKE AND PAINTED RED.
12.HYDRANTS SHALL HAVE TWO OUTLET NOZZLES FOR 2-1/2 (I.D.) HOSE CONNECTIONS AND ONE 4" STORZ
NOZZLE (MODEL WB-67) AND PENTAGON NUT END CAP.
13.THE CURB STOP SERVICE ASSEMBLY SHALL HAVE A MINIMUM 1-FT ADJUSTMENT RANGE AND SHALL EXTEND 6
INCHES ABOVE FINISHED GRADE FULLY EXTENDED.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING WATER TO HOMES AND BUSINESSES WHOSE
WATER SUPPLY IS DISRUPTED DURING THE COURSE OF THE PROJECT.
PROPOSED PUBLIC WATER MAIN,
SEE DTLS 207A/C800, 210/C800,
201/C800, & 206/C800
PROPOSED PRIVATE SANITARY
SEWER, SEE DTLS 1/C803, 2/C803,
& 3/C803
PROPOSED PRIVATE STORM
SEWER, SEE DTLS 4/C803,
5/C803, 6/C803, 7/C803, & 8/C803
SAN
TRACER WIRE
ACCESS BOXT
CLEANOUT
CL
O
HYDRANT
GATE VALVE & BOX
WTR SERVICE
& CURB STOP
W BEND
STM MH
INL
APRON ENDWALL
AND RIP RAP
SS AREA
INL
SAN MH
DOWNSPOUTDS
PED LIGHT BOLLARD BY OTHERS, SEE ELECTRICAL
PLANS
LIGHT POLES, BY OTHERS
SEE ELECTRICAL PLANS
PROPOSED 4" UNDERDRAIN,
SEE DTL 4/C804
LAKE ELMO WATERMAIN STANDARD NOTES
SUBSURFACE INFILTRATION, SEE
ADS SHEETS 1-5 ON C806 & C807
PROPOSED PRIVATE WATER MAIN,
SEE DTLS 207A/C800, 210/C800,
201/C800, & 206/C800 GATE VALVE & BOX
WTR SERVICE
& CURB STOP
W BEND
CS
CS
PROTECTION NOTES
PROTECT ALL UNDERGROUND UTILITIES AND UTILITY STRUCTURES THAT
ARE NOT SHOWN AS REMOVED OR ABANDONED IN PLACE
PROTECT ALL REMAINING TREES. EQUIPMENT AND MATERIALS SHALL NOT
BE STORED WITHIN DRIP LINES OF REMAINING TREES
1
2
PROTECT CONCRETE TRANSFORMER PAD
PROTECT STORM MANHOLE
S 932.83 (15")
E 932.83 (15")
S19
MH 4-FT
CASTING - J
RIM 939.20
SE 933.31 (18")
NE 933.56 (15")
S15
MH 4-FT
CASTING - H
TC 941.24
NW 934.92 (12")
S12
INL 2X3-FT
CASTING - H
TC 941.37
SE 935.10 (12")
S13
INL 2X3-FT
CASTING - H
TC 941.18
SW 934.47 (15")
NW 934.57 (12")
E 934.57 (12")
S14
MH 4-FT
CASTING - H
TC 941.20
SE 935.06 (12")
S11
INL 2X3-FT
CASTING - H
TC 940.31
W 935.00 (12")
935.50 (3" ORIFICE)
939.60 (WEIR)
S17, SEE DTL 1/C806
MH 4-FT
CASTING - S
RIM 939.50
W 933.11 (18")
S 933.20 (18")
NW 933.20 (18")
S10
MH 4-FT
CASTING - H
TC 939.64
N 934.42 (15")
SW 934.67 (15")
NE 935.75 (4")
S09
INL 2X3-FT
CASTING - H
TC 939.17
S 937.15
AEW1, 12" A.E.,
SEE DETAIL 7/C803
NE 935.20 (12")
S08
INL 2.5-FT
CASTING - C
RIM 937.60
N 933.49 (18")
S 933.49 (18")
E 933.49 (12")
S06
MH 4-FT
CASTING - J
RIM 938.69
N 933.36 (18")
S 933.36 (18")
E 933.86 (12")
S07
MH 4-FT
CASTING - H
TC 938.88
N 936.70
AEW2, 12" A.E.,
SEE DETAIL 7/C803
N 933.59 (18")
E 933.59 (15")
SW 933.59 (15")
S04
MH 4-FT
CASTING - C
RIM 938.82
NW 933.75 (12")
S03
INL 2X3-FT
CASTING - H
TC 937.91
W 934.18 (12")
E 936.3 (24"x6" ORIFICE)
S05
INL 2.5-FT
CASTING - C
RIM 936.50
N 933.73 (12")
S01
INL 2X3-FT
CASTING - H
TC 937.30
NE 933.64 (15")
S 933.64 (12")
S02
INL 2X3-FT
CASTING - H
TC 937.30
N 932.50 (15")
S26
CONNECT TO EX SS
CASTING -
938.86
NEW UTILITY STRUCTURES
W 933.20 (15")
934.00 (14"x6" ORIFICE)
933.20 (4"x4" ORIFICE)
935.00 (WEIR)
S18, SEE DTL 2/C806
MH 4-FT
CASTING - C
RIM 939.52
W 934.02 (12")
S30
INL 2X3-FT
CASTING - H
TC 939.12
NE 934.80 (15")
SW 934.80 (12")
S31
INL 2X3-FT
CASTING - H
TC 939.22
S 938.00 (10")
S35
INL 2.5-FT
CASTING - B
RIM 939.50
S 936.40 (10")
S36
INL 2.5-FT
CASTING - B
RIM 937.90
E 919.54 (8")
S 919.54 (8")
W 919.54 (8")
S40
SAN MH 4-FT
CASTING - J-S
RIM 937.36
E 921.82 (8")
N 921.82 (8")
S42
SAN MH 4-FT
CASTING - J-S
RIM 937.99
S 926.60 (8")
S43
SAN MH 4-FT
CASTING - J-S
RIM 939.88
N 920.96 (8")
W 920.96 (8")
S45
SAN MH 4-FT
CASTING - J-S
RIM 937.55
W 927.63 (8")
S 927.63 (8")
S46
SAN MH 4-FT
CASTING - J-S
RIM 941.61
W 933.63 (15")
SE 933.63 (12")
S32
INL 2X3-FT
CASTING - H
TC 938.12
S 934.38 (15")
NW 934.63 (12")
SE 934.63 (12")
S80
MH 4-FT
CASTING - J
RIM 940.67
E 934.19 (15")
S 934.19 (15")
N 934.19 (15")
S79
MH 4-FT
CASTING - H
TC 939.79
NO
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C500
SITE UTILITIES PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
ETRAN
ETRAN
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
G G G G G G G G G
E E E E E E E EEEEEEEEE
EEE
SAN SAN SAN SAN
SAN SAN SAN SAN SAN SAN
STM STM STM STM STM
STM STM STM STM STM STM
W W W W W W W W
W W
SA
N
10'
25
'
SUBSURFACE
INFILTRATION
SYSTEM
SUBSURFACE
INFILTRATION
SYSTEM
T
T
T
T
T
T
T
T
T
CS
T
T
T
T
T
T
T
T
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN SAN
W W W
W
W
W
W
W
W
W
W
25
'
30'
30'
T
T
W
W
W
W
W
W
W
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
EASEMENT NOTES
A BLANKET EASEMENT FOR STORM WATER
MAINTENANCE IS GRANTED TO THE CITY OF LAKE
ELMO AND THE VALLEY BRANCH WATERSHED
DISTRICT COVERING THE LAKE ELMO
INDEPENDENT LIVING, LLC PROPERTY.
EXISTING VALLEY BRANCH
WATERSHED DISTRICT STORM
WATER MAINTENANCE EASEMENT
EXISTING 10' DRAINAGE
AND UTILITY EASEMENT
PROPOSED CITY OF LAKE
ELMO UTILITY EASEMENT
NO
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PROJECT No:
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C501
SITE EASEMENTS
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
CITY OF LAKE ELMO
BICYCLE-PEDESTRIAN
PATH, SEE DTL 509/C800
ASPHALT TO MATCH
EXISTING SECTION
SITE MATERIALS LEGEND
ASPHALT PAVEMENT, SEE DTL 4/C801
ASPHALT SPORTS SURFACE, SEE DTL 4/C804
LIGHT DUTY CONCRETE,
SEE DTLS 5/C801 & 5/C802
HEAVY DUTY CONCRETE,
SEE DTLS 5/C801, & 1/C802
GRASS & 6" TOPSOIL, SEE LANDSCAPE PLAN
NATIVE SEED MIX & 6" TOPSOIL,
SEE LANDSCAPE PLAN
MATERIALS NOTES: COORDINATE WITH
LANDSCAPE PLAN
WOOD MULCH, SEE LANDSCAPE PLAN
CRUSHED LIMESTONE, SEE DTL 3/C804
CITY OF LAKE ELMO COMMERCIAL
CONCRETE DRIVEWAY, SEE DTL 502/C800
NO
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F
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PROJECT No:
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:
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C600
SITE MATERIALS PLAN
1036
1044
1091
1115
WV
SAN
MH
1166
SAN
MH
1177
WV
STM
MH
1182
WV
STM
MH
1186
WV
1254
IP1/2" RB
SAN
MH
1366
IP
MH
IPIP
G G G G G G G G G
SF SF SF SF SF SF SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSF
SF
SF
SF
SF SF SF
SF
SF
SF
SF
EROSION CONTROL LEGEND
LAKE ELMO GRADING & EROSION CONTROL NOTES
1.THE CONTRACTOR SHALL CONDUCT OPERATIONS AND IMPLEMENT MINNESOTA POLLUTION CONTROL
AGENCY (MPCA) BEST MANAGEMENT PRACTICES (BMP) TO CONTROL SITE SILTATION AND EROSION INTO
DRAINAGE WAYS. THE CONTRACTOR SHALL COMPLY WITH ALL CONDITIONS AND COMPLETION DATES RELATIVE
TO ALL PERMITS ISSUED FOR THE WORK TO BE COMPLETED. THE ENGINEER MAY ISSUE A STOP WORK ORDER
FOR ALL DEVELOPMENT WORK AND BUILDING CONSTRUCTION FOR NONCOMPLIANCE WITH THESE MEASURES.
2.SEQUENCING. ALL SILT FENCE AND OTHER EROSION CONTROL MEASURES SHALL BE IN PLACE AND
APPROVED BY ENGINEER PRIOR TO ANY REMOVALS, EXCAVATION OR CONSTRUCTION AND SHALL BE MAINTAINED
UNTIL VIABLE TURF OR GROUND COVER HAS BEEN ESTABLISHED AND APPROVED BY THE ENGINEER.
3.SILT FENCE. THE CONTRACTOR SHALL INSTALL SILT FENCE AT THE LOCATIONS SHOWN ON THE PLANS AND IN
ACCORDANCE WITH THE CITY STANDARD DETAILS. SILT FENCE DAMS AND INTERIM SUMPS SHALL BE PLACED TO
INTERCEPT SILT FROM CONCENTRATED RUNOFF FROM OPEN GRADED AREAS. ADDITIONAL SILT FENCE SHALL BE
REQUIRED AS DIRECTED BY THE ENGINEER.
4.STOCKPILES. ALL STOCKPILE AREAS SHALL HAVE SILT FENCE OR SEDIMENT TRAPPING SYSTEMS PLACED
AROUND THE ENTIRE PERIMETER.
5.INLET PROTECTION. THE CONTRACTOR SHALL INSTALL INLET PROTECTION ON ALL EXISTING STORM SEWER
INLETS IN ACCORDANCE WITH THE CITY STANDARD DETAILS. INLET PROTECTION SHALL ALSO BE PROVIDED ON
ALL PROPOSED STORM SEWER INLETS IMMEDIATELY FOLLOWING CONSTRUCTION OF THE INLET. INLET
PROTECTION MUST BE INSTALLED IN A MANNER THAT WILL NOT IMPOUND WATER FOR EXTENDED PERIODS OF
TIME OR IN A MANNER THAT PRESENTS A HAZARD TO VEHICULAR OR PEDESTRIAN TRAFFIC.
6.TEMPORARY SEDIMENT BASINS. THE CONTRACTOR SHALL INCORPORATE TEMPORARY SEDIMENT BASINS
THROUGHOUT THE CONSTRUCTION SITE TO CAPTURE RUNOFF AND SLOW THE FLOW OF WATER AND ALLOW
SEDIMENT TO SETTLE OUT. TEMPORARY SEDIMENT BASINS SHALL BE INSTALLED AS DIRECTED BY THE CITY
ENGINEER.
7.ROCK CONSTRUCTION ENTRANCE. A ROCK ENTRANCE SHALL BE CONSTRUCTED AND MAINTAINED AS SHOWN
ON THE PLAN TO REDUCE TRACKING OF SILT AND DIRT ONTO THE PUBLIC STREETS. A GEOTEXTILE FABRIC SHALL
BE PLACED UNDERNEATH THE ROCK. THE ROCK SHALL BE PERIODICALLY REPLENISHED TO MAINTAIN THE
INTENDED PERFORMANCE. MUD AND DEBRIS SHALL BE REMOVED OR SCRAPED FROM TIRES AND VEHICLE
UNDERCARRIAGE PRIOR TO LEAVING THE SITE.
8.STREET SWEEPING. ALL STREETS USED FOR ACCESS TO THE SITE AND HAUL ROUTES USED FOR
CONSTRUCTION EQUIPMENT AND MATERIAL SUPPLIES SHALL BE CLEANED AT THE END OF EACH WORKING DAY.
THE CITY OR ENGINEER MAY ORDER ADDITIONAL SWEEPING OF THE STREETS AS DEEMED REQUIRED AT
DEVELOPER/CONTRACTOR EXPENSE.
9.DEWATERING. EACH EXCAVATION SHALL BE KEPT DRY DURING THE COURSE OF ALL WORK HEREIN,
INCLUDING SUBGRADE CORRECTION, PIPE INSTALLATION, STRUCTURE CONSTRUCTION AND BACKFILLING, TO
THE EXTENT THAT NO DAMAGE FROM HYDROSTATIC PRESSURE, FLOATATION OR OTHER DAMAGE RESULTS. ALL
EXCAVATIONS SHALL BE DEWATERED TO A DEPTH OF AT LEAST 3 INCHES BELOW THE BOTTOM OF THE CONCRETE
SLAB OR PIPE TO BE INSTALLED THEREIN. THE CONTRACTOR MAY USE ANY METHOD OR COMBINATION OF
METHODS FOR FOR DEWATERING HE CHOOSES; HOWEVER, ALL DEWATERING METHODS AND EQUIPMENT WHICH
IN THE OPINION OF THE ENGINEER, ARE INEFFECTIVE SHALL BE ABANDONED, IMPROVED, REPLACED OR
OTHERWISE ALTERED TO OBTAIN EFFECTIVE DEWATERING. THE CONTRACTOR SHALL PROVIDE ALL POWER,
PUMPS, MATERIALS AND APPARATUS NECESSARY, AND SHALL BE RESPONSIBLE FOR DISPOSING OF THE WATER
PUMPED FROM THE EXCAVATION IN A MANNER WHICH WILL NOT INTERFERE WITH OTHER WORK WITHIN THE AREA
AND NOT TO DAMAGE PUBLIC OR PRIVATE PROPERTY. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE
CONDITION OF ANY PIPE, CONDUIT, DITCH, CHANNEL OR NATURAL WATERCOURSE UTILIZED FOR DRAINAGE
PURPOSES, AND ALL EROSION, SEDIMENT OR OTHER ADVERSE RESULTS OF THEIR USE SHALL BE REPAIRED.
10.POSITIVE DRAINAGE AND PROTECTION. THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE
THROUGHOUT THE SITE AT ALL TIMES. LOW POINTS WITHIN AND ALONG ROADWAYS ARE EXPRESSLY PROHIBITED.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY DITCHES, PIPING OR OTHER MEANS TO FACILITATE
PROPER DRAINAGE DURING CONSTRUCTION. TO PROTECT PREVIOUSLY GRADED AREAS FROM EROSION, WOOD
FIBER BLANKET SHALL BE PLACED IMMEDIATELY ON STEEP SLOPES (1:3 OR GREATER) AND EMBANKMENTS,
PERMANENT AND TEMPORARY PONDS, AND OUTLETS AND OVERFLOWS TO PROTECT THE COMPLETED GRADE
AND MINIMIZE SILT IN THE RUNOFF.
11.DRAINAGE DITCHES. THE NORMAL WETTED PERIMETER OF ANY TEMPORARY OR PERMANENT DRAINAGE
DITCH OR SWALE THAT DRAINS WATER FROM ANY PORTION OF THE CONSTRUCTION SITE, OR DIVERTS WATER
AROUND THE SITE, MUST BE STABILIZED WITHIN 200 LINEAL FEET FROM THE PROPERTY EDGE, OR FROM THE
POINT OF DISCHARGE INTO ANY SURFACE WATER. STABILIZATION OF THE LAST 200 LINEAL FEET MUST BE
COMPLETED WITHIN 24 HOURS AFTER CONNECTING TO A SURFACE WATER. STABILIZATION OF THE REMAINING
PORTIONS OF ANY TEMPORARY OR PERMANENT DITCHES OR SWALES MUST BE COMPLETE WITHIN 14 DAYS
AFTER CONNECTING TO A SURFACE WATER AND CONSTRUCTION IN THAT PORTION OF THE DITCH HAS
TEMPORARILY OR PERMANENTLY CEASED. TEMPORARY OR PERMANENT DITCHES OR SWALES THAT ARE BEING
USED AS A SEDIMENT CONTAINMENT SYSTEM (WITH PROPERLY DESIGNED ROCK DITCH CHECKS, BIO ROLLS, SILT
DIKES, ETC.) DO NOT NEED TO BE STABILIZED. THESE AREAS MUST BE STABILIZED WITHIN 24 HOURS AFTER NO
LONGER BEING USED AS A SEDIMENT CONTAINMENT SYSTEM.
12.TURF ESTABLISHMENT. ALL EXPOSED SOIL AREAS MUST BE STABILIZED AS SOON AS POSSIBLE TO LIMIT SOIL
EROSION BUT IN NO CASE LATER THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE
SITE HAS TEMPORARILY OR PERMANENTLY CEASED.
13.MAINTENANCE AND INSPECTION. EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE
CONSTRUCTION AND UNTIL SATISFACTORY ESTABLISHMENT OF PERMANENT GROUND COVER IS OBTAINED. ALL
EROSION AND SEDIMENTATION CONTROL MEASURES, AND STORMWATER OUTFALLS MUST BE INSPECTED
WEEKLY, AND WITHIN 24 HOURS OF THE SITE RECEIVING 0.5 INCHES OF RAIN. REPAIRS MUST BE MADE ON THE
SAME DAY OR FOLLOWING DAY OF THE INSPECTION. UNSATISFACTORY CONDITIONS NOT REPAIRED OR CLEANED
UP WITHIN 48-HOURS OF NOTIFICATION SHALL RESULT IN A STOP WORK ORDER, AND/OR SAID WORK SHALL BE
COMPLETED AT CONTRACTOR'S EXPENSE.
14.REMOVAL. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL TEMPORARY EROSION CONTROL
MEASURES, STRUCTURES AND DEVICES ONLY AFTER RECEIVING ENGINEER APPROVAL. ALL DEBRIS, STAKES, AND
SILTS ALONG SILT FENCES SHALL BE REMOVED AND DISPOSED OFF SITE. THE CONTRACTOR SHALL HAND RAKE
SILTED AREAS ALONG THE FENCE LOCATIONS TO PROVIDE A SMOOTH FINAL GRADE AND SHALL RESTORE THE
GROUND SURFACE WITH SEED OR SOD, AS REQUIRED, TO MATCH THE FINISHED GRADE TO THE ADJACENT AREA.
15.FINAL STORM SEWER SYSTEM. AT THE COMPLETION OF THE WORK AND BEFORE THE FINAL WALK THROUGH,
THE CONTRACTOR SHALL REMOVE STORM SEWER INLET PROTECTION MEASURES AND THOROUGHLY FLUSH THE
STORM SEWER SYSTEM. SEDIMENT AND DEBRIS SHALL BE COMPLETELY REMOVED AND CLEANED AT THE
INLETS, OUTLETS, AND DOWNSTREAM OF EACH OUTLET. RIPRAP AND GEOTEXTILE FABRIC MAY REQUIRE
REPLACEMENT AS DIRECTED BY THE ENGINEER TO OBTAIN A LIKE NEW INSTALLATION ACCEPTABLE TO THE CITY.
16.DITCH CHECK (BIOROLL BLANKET SYSTEM). BIOROLL AND BLANKET SYSTEMS SHALL BE INSTALLED AS DITCH
CHECKS ONLY IN SPECIFIED LOCATIONS AS APPROVED BY THE CITY ENGINEER. BIOROLLS ARE NOT TO BE
UTILIZED IN AREAS WHERE VEHICLE AND CONSTRUCTION TRAFFIC OCCUR.
17.FLOTATION SILT CURTAIN. FLOTATION SILT CURTAIN SHALL BE UTILIZED WHEN CONSTRUCTION ACTIVITIES
OCCUR DIRECTLY ADJACENT TO LAKES, STREAMS OR WETLANDS IN ORDER TO CONTAIN SEDIMENTS NEAR THE
BANKS OF WORKING AREAS. THE INSTALLATION OF FLOTATION SILT CURTAINS WILL BE REQUIRED AS DIRECTED
BY THE CITY ENGINEER.
18.CONCRETE WASHOUT ONSITE. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT
OPERATIONS MUST BE CONTAINED IN A LEAK-PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER. A
COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED
AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT CONTACT THE GROUND, AND THERE MUST
NOT BE RUNOFF FROM THE CONCRETE WASHOUT OPERATIONS OR AREAS. LIQUID AND SOLID WASTES MUST BE
DISPOSED OF PROPERLY AND IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADJACENT
TO EACH WASHOUT FACILITY TO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILITIES.
1.RESTORE ALL DISTURBED AREAS WITH 6 INCHES OF TOPSOIL CONFORMING TO MNDOT 3877.
2.PROTECT ALL STORM SEWER INLETS AS SPECIFIED HEREIN AND MAINTAIN UNTIL STREET CONSTRUCTION IS
COMPLETED.
3.MAINTAIN ALL SILT FENCE AND REPAIR OR REPLACE AS NEEDED OR REQUIRED UNTIL TURF HAS BEEN
ESTABLISHED.
4.RESTORATION WORK SHALL BEGIN WITHIN 7 DAYS OF FINAL GRADING.
5.BOULEVARD AND DITCH RESTORATION INCLUDES FINE GRADING, WHICH INCLUDES THE REMOVAL OF ROCKS,
DEBRIS AND SOIL CHUNKS, WHILE MAINTAINING POSITIVE DRAINAGE.
SFSILT FENCE, SEE DTL 3/C801
ROCK CONSTRUCTION ENTRANCE,
SEE DTL 605/C800
RIPRAP, SEE DTL 7/C803
EROSION MAT, SEE DTL 7/C802
LAKE ELMO SITE RESTORATION STANDARD NOTES
SEDIMENT LOG, SEE DTL 2/C801
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
C700
EROSION CONTROL PLAN
NO
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C800
CIVIL DETAILS
--------------
---
----------------------------------
....
.
...
..
.
-------------
................................
.
-
-----------
.....
TRENCH SECTIONS
NOT TO SCALE
A=O.D. PIPE + 24"(MAX)
B=O.D. PIPE + 18"(MAX) FOR ROCK
C=6" MIN.
WET OR UNSTABLE TRENCH
CLAY OR ROCK TRENCH
POOR SUBSOIL TRENCH
GRANULAR TRENCH
A
12"
C
A OR B
12"
D
C
E
12"
D=4" BELOW BARREL FOR CLAY
3" BELOW BELL FOR CLAY
6" BELOW BARREL FOR ROCK
E=DETERMINED BY A/E
120°120°
120°120°
INITIAL BACK
FILL ZONE
(GRANULAR BACKFILL)
BACKFILL AS
SPECIFIED
WASHED
STONE
(1 12")
BACKFILL AS
SPECIFIED
GRANULAR
BEDDING
GRANULAR
BEDDING
GRANULAR
BASE
FOR FLEXIBLE PIPE,
BEDDING MATERIAL SHALL
EXTEND TO SPRING LINE
(MID HEIGHT) OF PIPE.
*
GRANULAR
BEDDING *
*
*
D
E
D
GN
100
ASPHALT PAVEMENTST
301 NOT TO SCALE
6" AGGREGATE BASE COURSE
1 3/4" BINDER COURSE
1 3/4" SURFACE COURSE
>
SEDIMENT
LOGFLOW>
FL
O
W
DI
T
C
H
B
O
T
T
24
"
M
I
N
SEDIMENT LOG
WOOD STAKES (SEE DTL)
PLACED @ 2' OC MAX
WOOD STAKE TO ONLY
PENETRATE NETTING,
NOT LOG MATERIAL
EC
202 NOT TO SCALE
SILT FENCE TIE BACK
TWIST METHOD
SILT FENCE
TRENCH DETAIL
JOINING 2 LENGTHS OF SILT FENCE
HOOK METHOD
GENERAL NOTES
SILT FENCE
WOOD POSTS 2
LENGTH 3'-4"
20" DEPTH
IN GROUND
GEOTEXTILE
FABRIC ONLY
BACKFILL & COMPACT
TRENCH WITH
EXCAVATED SOIL
SUPPORT
CORD
GEOTEXTILE
FABRIC
TIEBACK BETWEEN
FENCE POST AND
ANCHOR
ANCHOR STAKE
MIN 18" LONG
SILT
FENCE
GEOTEXTILE
FABRIC
EXCESS
FABRIC
GEOTEXTILE
FABRIC
WOOD
POST
GEOTEXTILE
FABRIC
WOOD POST
GEOTEXTILE
FABRIC
GEOTEXTILE
FABRIC
WOOD POST
WOOD POST
GEOTEXTILE
FABRIC
WOOD POST
TRENCH SHALL BE A MIN OF 4" WIDE & 6" DEEP TO BURY
AND ANCHOR THE GEOTEXTILE FABRIC, FOLD THE MATERIAL TO FIT
TRENCH AND BACKFILL & COMPACT TRENCH WITH EXCAVATED SOIL.
WOOD POSTS SHALL BE A MIN SIZE OF 118" x 118" OAK OR HICKORY.
CONSTRUCT SILT FENCE FROM A CONTINUOUS ROLL IF POSSIBLE BY CUTTING
LENGTHS TO AVOID JOINTS. IF A JOINT IS NECESSARY, USE ONE OF THE
FOLLOWING TWO METHODS;
A. TWIST METHOD -- OVERLAP THE END POSTS AND TWIST, OR ROTATE,
AT LEAST 180 DEGREES.
B. HOOK METHOD -- HOOK THE END OF EACH SILT FENCE LENGTH.
NOTE:
ADDITIONAL POST DEPTH OR TIE BACKS
MAY BE REQUIRED IN UNSTABLE SOLS
ATTACH FABRIC TO
TIE POSTS WITH WIRE
STAPLES OR WOODEN
LATH AND NAILS
*NOTE:
8'-0" POST SPACING ALLOWED IF A
WOVEN GEOTEXTILE FABRIC IS USED
1
2
3
FOLD
3" MAX
1'-0" MIN
FLOW DIRECTION
FLOW DIRECTION
2' MIN
(WHEN ADDITIONAL SUPPORT REQUIRED)
FLOW
FLOW
FLO
W
3'
M
A
X
*
3'
M
A
X
*
3'
M
A
X
*
3'
M
A
X
*
EC
200 NOT TO SCALE123
4
4" AGGREGATE BASE COURSE
LIGHT DUTY
HEAVY DUTY
8" AGGREGATE BASE COURSE
4" CONCRETE
6" CONCRETE
CONCRETE PAVEMENTST
302 NOT TO SCALE5 TYPICAL ROADWAY SECTIONTS
100 NOT TO SCALE
CROWN
CROWN
CROWN
SECTION WITH BOULEVARDS & SIDEWALKS
SECTION WITH DRIVEWAY & SIDEWALKS
SECTION WITHOUT BOULEVARDS & WITH SIDEWALKS
SECTION WITHOUT SIDEWALKS NOTES:
1.SEE DTL 1/C802 (TWIN HOME & FOUR PLEX
CONCRETE DRIVEWAY APRON - 3' TAPER)
2.SEE DTL 2/C802 (STANDARD CURB & GUTTER)
3.SEE DTL 2/C802 (DRIVEWAY CURB)
4.SEE DTL 4/C801 (ASPHALT PAVEMENT)
5.SEE DTL 5/C802 (SIDEWALK)
24'-0"
2'-0"10'-0"6"2'-0"10'-0"
CROWN
24'-0"
2'-0"10'-0"2'-0"10'-0"
CROWN
3
24'-0"
2'-0"10'-0"2'-0"10'-0"
CROWN
24'-0"
2'-0"10'-0"2'-0"10'-0"
6'-0"6'-0"
8'-0"5'-0"8'-0"5'-0"
8'-0"5'-0"8'-0"5'-0"
1
5
5
2
2
2
4
4
4
4
CL
CL
CL
CL
CROWN
2.0%
1.5%6.0%8.0% MAX
1.5%
1.5%16.7% MAX
-16.7% MIN
16.7% MAX
-16.7% MIN
16.7% MAX
-16.7% MIN
6"
6"
6"
6"
6"
6"
6"
6"6"
6"6"
6"6"
6"6"
2.0%
2.0%2.0%
2.0%2.0%
2.0%2.0%1.5%
3
1
5
5
2
2
2
1.5%6.0%
8.0% MAX
1.5%
16.7% M
A
X
-16.7% M
I
N
16.7% M
A
X
-16.7% M
I
N
16.7% M
A
X
-16.7% M
I
N
1.5%1.5%
6
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PROJECT No:
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08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C801
CIVIL DETAILS
30" CONCRETE CURB & GUTTER
A
B
TIPPED OUT CURB & GUTTER
STANDARD CURB & GUTTER
ST
100 NOT TO SCALE
6"
30"
6"
2"
STANDARD CURB HEAD
FLOWLINE
ELEVATION
4% SLOPE
DRIVEWAY CURB
C
30"
6"
6"
2% SLOPE 6'
TOP OF CURB
ELEVATION1 1/2" RAD MAX
FLOWLINE
ELEVATION
4% SLOPE
1 1/2" RAD MAX
30"
6"
6"
6'
TOP OF CURB
ELEVATION
FLOWLINE
ELEVATION
RAMPED SIDEWALK
NOT TO SCALE
CONCRETE CURB
TOP OF PAVEMENT
1.5%
CONCRETE CURB
6" CURB HEAD
CONCRETE RAMP
12H:1
V
12H:
1
V
1
2" EXPANSION JOINT
1
2" EXPANSION JOINT
B
B
SECTION B-B
GENERAL NOTES
SIDEWALK CROSS SLOPE SHALL NOT EXCEED 2%.
INSTALL CURB TRANSITION INCIDENTAL TO OTHER PAY ITEMS
SLOPE SIDEWALK TOWARD LANDING AS SHOWN WHERE THERE IS NO
TERRACE OR WHERE THE TERRACE IS LESS THEN 6 FEET WIDE.
+/- 0.5% CONSTRUCTION TOLERANCE IN SIDEWALK CROSS SLOPE
SHALL NOT EXCEED 2% WITHOUT PRIOR APPROVAL FROM THE
ENGINEER.
1
2
1.
5
%
2
2
1
1
SP
600
6"
36
"
E
N
D
T
A
P
E
R
DI
R
E
C
T
I
O
N
O
F
T
R
A
F
F
I
C
CURB & GUTTER TERMINATOR
REFERENCE
CURB & GUTTER DETAIL
ST
101 NOT TO SCALE
CONTRACTION
JOINT
(AS REQ'D)
PLAN VIEW
SECTION
6"
SIDEWALK
EXG OR PROPOSED DRIVEWAY
3'
BL
V
D
V
A
R
I
E
S
1/2" EXPANSION
JOINT
STD C&G
(REF DTL)
STD C&G
(REF DTL)
6" THK CONCRETE
VA
R
I
E
S
WIDTH VARIES
CURB HEAD
TRANSITION DETAIL
SIDEWALK
6" MIN THICKNESS
AT DRIVEWAY
3'
SIDEWALK
APRON
WIDTH VARIES
ST
105 NOT TO SCALE
TWIN HOME & FOUR PLEX CONCRETE
DRIVEWAY APRON - 3' TAPER
5' MIN
T = CONCRETE THICKNESS
FINISHED FLOOR
BUILDING ENTRANCE
2% MAX
T
ENTRY / EXIT
ST
901 NOT TO SCALE
EXTERIOR SLAB DEPRESS 12" FROM FINISHED
FLOOR & SLOPE AWAY, SEE ARCHITECTURAL
PLANS FOR ADDITIONAL DETAIL
BLDG OR
STRUCTURE
W W
SL
O
P
E
(6' MAX)
12" EXP JT
FILLER
EXP JT 100' O.C. MAX
(P
L
A
N
D
I
M
)
CONTRACTION JOINT
14 D
E
P
T
H
OF
S
L
A
B
SIDEWALK
PLAN-TYPICAL WALK
A-EXPANSION JOINT B-CONTRACTION JOINT
A B
ST
900 NOT TO SCALE
4" BASE COURSE
4" CONCRETE
1 2 3
4 5 6
VARIES
NOTES
1.PREPARE SOIL BEFORE INSTALLING EROSION MAT INCLUDING ALL SOIL
PREPARATION AND SEEDING ACCORDING TO SPECIFICATIONS.
2.BEGIN AT TOP OF SLOPE BY ANCHORING MAT IN 6" WIDE BY 6" DEEP
TRENCH. BACKFILL AND COMPACT TRENCH AFTER STAPLING.
3.ROLL THE EROSION MAT DOWN THE SLOPE.
4.THE EDGES OF PARALLEL EROSION MATS SHALL BE STAPLED WITH A 4"
OVERLAP. USE ONLY BIODEGRADABLE STAPLES UNLESS SPECIFIED
OTHERWISE.
5.WHEN EROSION MAT MUST BE SPLICED DOWN THE SLOPE, PLACE EROSION
MAT END OVER END (SHINGLE STYLE) WITH 6" OVERLAY, STAPLE APPROX.
12" APART.
6.ALL EROSION MATS MUST BE SECURELY FASTENED TO THE SLOPE BY
PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS
RECOMMENDED BY THE MANUFACTURER.
7.SEE EROSION CONTROL PLANS FOR CLASS AND TYPES OF EROSION MAT.
C###
#
STAPLE MAT AT 20 FT. INTERVALS
AND AT ALL OVERLAP JOINTS 24"
O.C.
EROSION CONTROL
MAT ON SLOPES
OVERLAP EDGES 4" AND STAPLE 12" O.C.
UNROLL MATTING DOWN SLOPE
FROM THE TOP STAPLE DOWN
CENTER OF ALL ROWS 3' O.C.
BURY UPHILL END IN TRENCH
6" DEEP x 6" WIDE
AND STAPLE 12" O.C.
NOT TO SCALE
EROSION MAT INSTALLATION7
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
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N
S
A
N
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L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C802
CIVIL DETAILS
DOWNSPOUT COLLECTOR
NOT TO SCALE
DOWNSPOUT. SEE ARCH. PLANS FOR SIZE
WIRE MESH SCREEN FOR RODENT
PROTECTION. SECURE SCREEN WITH
STAINLESS STEEL HOSE CLAMP
1"
BUILDING OR COLUMN
2' MAX.
SCH 40 PVC PIPE
WITH BELL FITTING
RE:SCHEDULE FOR
SIZE
SCH 40 PVC
ADAPTER/REDUCER OR
AS NECESSARY TO
MAKE CONNECTION
SEE NOTE 2
WATER TIGHT CONNECTION SEE GRADING PLAN FOR
SIZE OF COLLECTOR
NATURAL GRADE
MIN 1% SLOPE
SEE NOTE 1
SCHEDULE
DOWNSPOUT PVC PIPE
8" X 8"12" Ø
5" X 6"10" Ø
4" Ø 8" Ø
6" Ø 10" Ø
NOTES:
1.FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC.
FOR DEPTHS OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED. REFER
TO SPECIFICATIONS FOR ALLOWABLE PIPE TYPES
2.A WATER TIGHT CONNECTION SHALL BE MAINTAINED WITH ANY TRANSITION FROM
SCHEDULE 40 PVC TO ANY OTHER PIPE MATERIAL
3.INSTALL PIPES CLEAR OF COLUMNS, BOLLARDS, AND OTHER OTHER BUILDING
APPURTENANCES.
MI
N
MIN
4"
M
I
N
REMOVEABLE
WATERTIGHT TOP
ON FROST SLEEVE
WYE
CONCRETE PAD
2" LARGER THAN
SEWER MAIN DIA
CLEANOUT
9"9"
GRADE
6"-12" ABOVE SEWER
SA
703 NOT TO SCALE
45°
SANITARY SEWER LATERAL
PLUG OR
CONNECT TO
EXISTING
VERTICAL SERVICE RISER
TRACER WIRE ACCESS BOX
TRACER WIRE ACCESS BOX
WOOD 4"x4"
PLUG OR
CONNECT TO
EXISTING
45 DEG BEND GRANULAR BEDDING
45 DEG BENDGRANULAR BEDDING
11 14 DEG OR 22 12 DEG BEND
SECURE TRACER WIRE TO SERVICE WYE AND
ATTACH TO GROUND ROD
SECURE TRACER WIRE TO SERVICE WYE AND
ATTACH TO GROUND ROD
WOOD 4"x4"
45 DEG BEND
SLOPE @ 1/4" /FT DESIRABLE
1/8" /FT MIN
1/2" /FT MAX
HORIZONTAL PAY DISTANCE FOR LATERALS
PROPERTY LINE
6'
2'
MA
X
HORIZONTAL PAY DISTANCE FOR LATERALS
STANDARD INSTALLATION
PROPERTY LINE
6'
2'
MA
X
INSTALLATION W/ RISER
SA
200 NOT TO SCALE
B COVER SHALL BE 9'
BASED ON PIPE SLOPES.
**ONLY USE INSTALLATION
W/ RISER WHEN COVER
AT PROPERTY LINE
EXCEEDS 9 FEET.
SLOPE @ 1/8" /FT MIN
A. COVER SHALL BE THE
MAXIMUM ATTAINABLE
BASED ON MINIMUM PIPE
SLOPE.
B
A
NOTES
NOTES
**
STEPS
TY
P
10
"
MI
N
27" DIA
MIN
8" MIN
CASTING: TYPE J-S.
6" STONE CUSHION REQUIRED UNDER
BASE ON WET SUBGRADE
36
"
M
A
X
RI
M
T
O
FI
R
S
T
S
T
E
P
NOT TO SCALE
STANDARD SANITARY MANHOLE
5" FOR 4' DIA
6" FOR 5' DIA
7" FOR 6' DIA
BENCH SLOPE
TO BE 1"/FT
PRECAST CONRETE
MANHOLE SECTIONS PIPE SEAL
JOINT SEALANT
UNLESS
OTHERWISE
SHOWN OR
REQ'D BY
PIPE SIZE
16
"
O.
C
.
12" THK (POURED)
6" THK (PRECAST)
ADJUST FRAME TO GRADE WITH A MINIMUM
OF TWO ADJUSTING RINGS TOTALING
6" TO 12" MAX.
TOP CONE SECTION SHALL BE USED
ON 4' DIA MANHOLES, UNLESS
MINIMUM HEIGHT CONDITIONS
REQUIRE A 6" FLAT TOP SLAB.
MINIMUM 8" FLAT TOP SLAB SHALL BE
USED ON MANHOLES 5' DIA OR
LARGER.
POSITION HOLE IN CONE OR FLAT
SLAB ON UPSTREAM SIDE OF
MANHOLE.
VA
R
RIM ELEV - REF PLANS
INVERT ELEV - REF PLANS
4' DIA
SA
100
44" DIA
6"-12"
18
"
M
I
N
INV ELEV - REF PLANS
CASTING: TYPE B6
RIM ELEV - REF PLANS
2.5' DIA
2.5-FT AREA INLET (BEEHIVE GRATE)
30"Ø CL II REINF
CONC PIPE
GROUT REQ'D IF NOT
BELL END OF PIPE
ADJUST FRAME TO GRADE WITH A
MINIMUM OF TWO CONCRETE RINGS
OF VARIABLE THICKNESS
6"THK PRECAST CONC BASE OR
8" THK POURED CONC BASE.
REF PLANS FOR PIPE DIA
SS
303 NOT TO SCALE
CASTING: TYPE H
ADJUST FRAME TO GRADE WITH A MINIMUM OF
TWO CONCRETE RINGS, RINGS SHALL BE OF
VARIABLE THICKNESS.
SLOTS SHALL BE
ORIENTED TO
THE DIRECTION
OF FLOW
INVERT EL
2'X3'
OPEN'G
2X3-FT CURB INLET
5" PRECAST CONCRETE INTEGRAL BASE
5"
PRECAST CONCRETE INLET SECTIONS
SS
300 NOT TO SCALE
TOP OF CURB (TC) ELEV
- REF PLANS
8" MIN
STANDARD STORM MANHOLE
INVERT ELEV - REF PLANS
6" STONE CUSHION REQUIRED UNDER
BASE ON WET SUBGRADE
5" FOR 4' DIA
6" FOR 5' DIA
7" FOR 6' DIA
PIPE SEAL
PRECAST CONCRETE
MANHOLE SECTIONS
8" THICK PRECAST
CONCRETE FLAT TOP
JOINT SEALANT
ADJUST FRAME TO GRADE WITH A MINIMUM
OF TWO ADJUSTING RINGS TOTALING
6" MIN TO 12" MAX
BENCH SLOPE
TO BE 1"/FT
12" THK (POURED)
6" THK (PRECAST)
CASTING: TYPE J
UNLESS
OTHERWISE
SHOWN OR
REQ'D BY
PIPE SIZE
4' DIA
36
"
M
A
X
RI
M
T
O
FI
R
S
T
S
T
E
P
VA
R
10
"
MI
N
TY
P
16
"
O.
C
.
27"
OPEN'G
RIM ELEV-REF PLANS
SS
100 NOT TO SCALE
1 2 3 4
5 6 8
SECTION
NOT TO SCALE
4
1
3
1
PLAN
EC
401
5 x"D"3 x"D"
"D
"
"D
"
"D
"
4'
2'
M
I
N
1
1
GEOTEXTILE FABRIC
12" MIN
RIPRAP PIPE DIA
"D"
RIPRAP
FLOW
APRON END WALL WITH
TRASHGUARD AND RIPRAP
PROVIDE 3 CLIPS TO FASTEN TRASH
GUARD TO FLARED END. HOT-DIP
GALVANIZE AFTER FABRICATION.
7
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
OF
A
Y
R
E
S
A
S
S
O
C
I
A
T
E
S
.
A
L
L
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G
H
T
S
A
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V
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D
.
N
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S
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N
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SH
A
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F
O
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A
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M
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34
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5
4
7
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1
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)
8
3
4
-
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1
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1
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S
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c
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0
4
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s
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W
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s
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5
4
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2
(7
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)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
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D
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P
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D
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T
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D
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L
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G
,
L
L
C
LA
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N
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S
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A
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B
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A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C803
CIVIL DETAILS
PICKLEBALL COURTXX
###NOT TO SCALE
15
'
-
0
"
PICKLEBALL STRIPING (YELLOW)
NOTES:
1.ALL DIMENSIONS ARE TO THE OUTSIDE EDGE OF LINES.
2.ALL PLAYING LINES ARE 2" IN WIDTH.
3.SEE DETAILS 5/C804 AND 6/C804 FOR NET INSTALLATION.
4.PROVIDE MARKING PLAN AND COLOR SELECTIONS (AS
CALLED OUT IN DETAIL BELOW) FOR REVIEW.
NET POST 24' FROM CENTER TO CENTER
TO EACH NET POST. SEE DTL 6/C804
NOTE:
1.PROVIDE 2" DEEP SAWCUT SHOWN ON PLAN.
2.SAW CUT PRIOR TO COLOR COATING COURTS.
8" AGGREGATE BASE COURSE
1 3/4" BINDER COURSE
1 3/4" SURFACE COURSE
TACK COAT
SPORT COURT SURFACING
44
'
-
0
"
4" DIA PERFORATED
DRAIN TILE WITH SOCK
12" MIN. PEA GRAVEL LAYER
(4" MIN AROUND DRAIN TILE)
GEOTEXTILE FABRIC
2'-0" (TYP)
7'
-
0
"
7'
-
0
"
15
'
-
0
"
8'
-
0
"
62
'
-
0
"
8'-0"10'-0"10'-0"8'-0"10'-0"10'-0"8'-0"
8'
-
0
"
1'
-
0
"
1'
-
0
"
66'-0"
1'-0" (TYP FENCE BORDER)
CHAIN LINK FENCE, SEE
DTLS 1/C804 & 2/C804
PICKLEBALL COURT SURFACE (BLUE WITHIN
PLAY AREA, GREEN OUTSIDE PLAY AREA)
SUBGRADE SOILS
VA
R
I
E
S
NET CENTER STRAP ANCHOR CENTERED
BETWEEN EACH NET POST. SEE DTL 5/C804
12'-0" (TYP)
BOCCE BALL SECTIONXX
###NOT TO SCALE
2X8 TRT CAP
5"5"
GRASS, SLOPE VARIES
NATURAL SOIL
COMPACTED PER
PROJECT SPECS
6" CRUSHED ROCK
GEOTEXTILE FABRIC
6" CRUSHED LIMESTONE
BOCCE BALL SURFACING
6X6 TRT LANDSCAPE
TIMBER BORDER1/2" REBAR TIE
CLEAN CRUSHED
ANGULAR STONE, SEE
ADS DETAIL SHEET 3
1'
-
0
"
M
I
N
.
71
4"
SUBSURFACE STORM WATER
INFILTRATION SYSTEM
NOTES:
-CONNECT CAP TO TIMBER WITH EXTERIOR WOOD ADHESIVE
AND THEN ANCHOR WITH EXTERIOR SPAX SCREWS
-ANCHOR TIMBER WITH 2' REBAR SECTIONS AT 2 FOOT
SPACING ALONG TIMBER EDGING.
NOT TO SCALE
PICKLEBALL NET POST AND FOOTING
NOT TO SCALE
NET
TIGHTENER
℄
NET POST (LACING ROD
OPTIONAL)
PICKLEBALL NET
COURT
PAVEMENT
NET POST SET IN NET POST MANUFACTURER'S
SLEEVE
CONCRETE FOOTING
POUR TO UNDISTURBED EARTH
3'-0" DIA.
(TYP)
SEE NOTE #1
5'
-
6
"
(
T
Y
P
)
PE
R
M
A
N
U
F
A
C
T
U
R
E
R
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
6"
B
E
L
O
W
F
R
O
S
T
DE
P
T
H
SE
E
N
O
T
E
#
1
.
NOTE #1:
FOUNDATION DEPTH AND WIDTH
MAY VARY WITH THE SOIL TYPE
AND STRENGTH OF THE NET POST
℄
NET POST SET IN SLEEVE
CONCRETE FOOTING
(BELOW PAVEMENT)
3'
-
0
"
SECTION
PLAN NOTE:
INSTALL PER MANUFACTURER RECOMMENDATIONS. IF
MANUFACTURER RECOMMENDATIONS DIFFER FROM THIS
DETAIL, MANUFACTURER RECOMMENDATIONS SHALL PREVAIL.
NOT TO SCALE
PICKLEBALL NET CENTER STRAP ANCHOR
NOT TO SCALE
15" DIA.
24
"
-
3
0
"
6"
12" DIA.
(T
Y
P
)
COURT
PAVEMENT(TYP)
CENTER STRAP
ANCHOR
CONCRETE
FOOTING
COMPACTED BASE COURSE
COMPACTED SUBGRADE
(TYP)
NET LINE
15
"
D
I
A
.
(T
Y
P
)
12
"
D
I
A
.
(T
Y
P
)
CENTER STRAP ANCHOR
ALIGN PIN WITH TENNIS NET
CONCRETE FOOTING
(BELOW PAVEMENT)
NOTE:
IN AREAS SUSCEPTIBLE TO
FROST HEAVING, INCREASE
FOOTING DEPTH TO 24"+
SECTION
PLAN
(T
Y
P
)
NOTE:
INSTALL PER MANUFACTURER RECOMMENDATIONS. IF
MANUFACTURER RECOMMENDATIONS DIFFER FROM THIS
DETAIL, MANUFACTURER RECOMMENDATIONS SHALL PREVAIL.
SINGLE SWING GATE
LATCH
PLAN DIM
1'-0"
1'
-
0
"
5'
-
0
"
WELDED GATE
FOR WIDTH SEE PLAN
CHAIN LINK GATESP
501 NOT TO SCALE
CONCRETE FOOTING
(BELOW PAVEMENT)
BOTTOM
RAIL
TOP
RAIL
MID
RAIL
2 3
4 5 6
CORNER POST
CONCRETE FOOTING
(BELOW PAVEMENT)
BOTTOM RAIL
LINE POST
STRETCHER BAR TOP RAIL
LINE POST
MID RAIL
5'
-
0
"
1'
-
0
"
1'-0"
5'
-
0
"
8'-0" O.C. NOMINAL
CHAIN LINK FENCESP
502 NOT TO SCALE
GENERAL NOTES:
1. END, CORNER, GATE AND PULL POST SHALL
BE 3 1
2" O.D. LINE POSTS SHALL BE 2 7
8" O.D.
2.EMBED CORNER POSTS, GATE POSTS AND
FIRST LINE POST AFTER CORNER & GATE POSTS
IN CONCRETE 4 INCHES BELOW FINISH GRADE.
OTHER LINE POSTS ARE NOT EMBEDDED IN CONCRETE
3.LINE POSTS MAY BE AIR DRIVEN.
4. POST SPACING SHALL NOT EXCEED 8' O.C.
5.BOTTOM RAIL SHALL BE PLACED 2" ABOVE FINISH
GRADE WITH FENCING FABRIC PLACED 3
4" ABOVE FINISHED GRADE
TRUSS ROD
1
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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D
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T
H
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D
R
A
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I
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S
A
R
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T
H
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P
R
O
P
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R
T
Y
OF
A
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S
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S
.
A
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D
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N
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S
I
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S
SH
A
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L
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N
Y
M
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A
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N
P
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34
3
3
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a
k
w
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i
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l
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a
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Ea
u
C
l
a
i
r
e
,
W
i
s
c
o
n
s
i
n
5
4
7
0
1
(7
1
5
)
8
3
4
-
3
1
6
1
Ri
v
e
r
F
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O
f
f
i
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e
21
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.
S
e
c
o
n
d
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t
r
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e
t
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u
i
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e
2
0
4
Ri
v
e
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F
a
l
l
s
,
W
i
s
c
o
n
s
i
n
5
4
0
2
2
(7
1
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)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
I
N
D
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P
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N
D
E
N
T
L
I
V
I
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G
F
A
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LA
K
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L
M
O
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N
D
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P
E
N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
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L
M
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,
M
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N
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S
O
T
A
PR
E
L
I
M
I
N
A
R
Y
-
C
I
T
Y
F
I
N
A
L
P
U
D
S
U
B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C804
CIVIL DETAILS
HDCP SIGN SP
402 NOT TO SCALE
FINISHED GRADE
12" DIA. CONCRETE FOOTING
1'-0"
2'
-
6
"
4'
-
0
"
M
I
N
.
T
O
BO
T
T
O
M
O
F
S
I
G
N
4"
2" x 2" SQ. STEEL TUBE
METAL SIGN PER SPEC.
12" x 6" MIN. SIZE
METAL SIGN PER SPEC.
12" x 18" MIN. SIZE
ADA STALL PAVEMENT MARKING
6"
R
4"
24
"
12
"
8"
18"3"
12"
24"R
20
"
R
12"
23°
ACCESS AISLE PARKING SPACE
BLUE NON-REFLECTIVE
PAINT
*NOTE: SYMBOL TO BE
PAINTED IN ALL ADA
PARKING SPACES.
9'
16
'
CURB AND GUTTER
3
'
-
0
"
O
.
C
.
4
"
SP
403 NOT TO SCALE
PAINTED WHITE STRIPE,
NON-REFLECTIVE PAINT.
SEE SITE LAYOUT PLAN
FOR PLACEMENT.
C###
#
NOT TO SCALE
CROSSWALK PAVEMENT MARKING
2'
-
0
"
6'-0"
2'
-
0
"
VA
R
I
E
S
,
S
E
E
S
I
T
E
S
T
R
I
P
I
N
G
P
L
A
N
3
STOP SIGN
NOT TO SCALE
FINISHED GRADE
12" DIA. CONCRETE FOOTING
1'-0"
2'
-
6
"
7'
-
0
"
M
I
N
.
T
O
BO
T
T
O
M
O
F
S
I
G
N
4"
2" x 2" SQ. STEEL TUBE
METAL SIGN PER SPEC.
30" x 30" MIN. SIZE
FIRE LANE PARKING SIGN
WHITE FIELD
RED TEXT
RED BORDER
WHITE FIELD
RED TEXT
RED BORDER
NOT TO SCALE
FIRE LANE PARKING SIGNS
FINISHED GRADE
12" DIA. CONCRETE FOOTING
1'-0"
2'
-
6
"
4'
-
0
"
M
I
N
.
T
O
BO
T
T
O
M
O
F
S
I
G
N
4"
2" x 2" SQ. STEEL TUBE
METAL SIGN PER SPEC.
12" x 18" MIN. SIZE
1 2 3
5 6
PEDESTRIAN CROSSING SIGN
FINISHED GRADE
12" DIA. CONCRETE FOOTING
1'-0"
2'
-
6
"
4'
-
0
"
M
I
N
.
T
O
BO
T
T
O
M
O
F
S
I
G
N
4"
2" x 2" SQ. STEEL TUBE
METAL SIGN PER SPEC.
18" x 18" MIN. SIZE
CROSSWALK PARKING SIGN
FINISHED GRADE
12" DIA. CONCRETE FOOTING
1'-0"
2'
-
6
"
4'
-
0
"
M
I
N
.
T
O
BO
T
T
O
M
O
F
S
I
G
N
4"
2" x 2" SQUARE STEEL TUBE
METAL SIGN PER SPEC.
12" x 12" MIN. SIZE
7 END OF ROADWAY SIGN
FINISHED GRADE
12" DIA. CONCRETE FOOTING
1'-0"
2'
-
6
"
4'
-
0
"
M
I
N
.
T
O
BO
T
T
O
M
O
F
S
I
G
N
4"
2" x 2" SQUARE STEEL TUBE
METAL SIGN PER SPEC.
18" x 18" MIN. SIZE
8
4
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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D
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N
T
H
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D
R
A
W
I
N
G
S
A
R
E
T
H
E
P
R
O
P
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R
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Y
OF
A
Y
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S
A
S
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E
S
.
A
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.
N
O
D
E
S
I
G
N
S
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S
SH
A
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L
B
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P
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N
A
N
Y
F
O
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M
O
R
B
Y
A
N
Y
M
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A
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l
a
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r
e
,
W
i
s
c
o
n
s
i
n
5
4
7
0
1
(7
1
5
)
8
3
4
-
3
1
6
1
Ri
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r
F
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f
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c
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4
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W
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c
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s
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5
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2
(7
1
5
)
4
2
6
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4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
I
N
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P
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D
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F
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LA
K
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M
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P
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N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
E
E
L
M
O
,
M
I
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N
E
S
O
T
A
PR
E
L
I
M
I
N
A
R
Y
-
C
I
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F
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P
U
D
S
U
B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C805
CIVIL DETAILS
NOT TO SCALE
EC
401
STORM STRUCTURE 171 NOT TO SCALE
EC
401
STORM STRUCTURE 182
STEPS
TY
P
10
"
MI
N
27" DIA
MIN
CASTING: TYPE C
6" STONE CUSHION REQUIRED UNDER
BASE ON WET SUBGRADE
36
"
M
A
X
RI
M
T
O
FI
R
S
T
S
T
E
P
5" FOR 4' DIA
6" FOR 5' DIA
7" FOR 6' DIA
15" PIPE PVC PIPE
INV EL 933.20'
PRECAST CONRETE
MANHOLE SECTIONS
JOINT SEALANT
16
"
O.
C
.
12" THK (POURED)
6" THK (PRECAST)
ADJUST FRAME TO GRADE WITH A MINIMUM
OF TWO ADJUSTING RINGS TOTALING
6" TO 12" MAX.
TOP CONE SECTION SHALL BE USED
ON 4' DIA MANHOLES, UNLESS
MINIMUM HEIGHT CONDITIONS
REQUIRE A 6" FLAT TOP SLAB.
MINIMUM 8" FLAT TOP SLAB SHALL BE
USED ON MANHOLES 5' DIA OR
LARGER.
POSITION HOLE IN CONE OR FLAT
SLAB ON UPSTREAM SIDE OF
MANHOLE.
VA
R
RIM EL 939.52'
4' DIA
WEIR WALL
EL 935.00'
4" X 4" ORIFICE
INV EL 933.20'
A
SECTION A-A
A
B
SECTION B-B
B
WEIR WALL
NOTE: NO. 4 REBAR TO BE DRILLED
INTO WALL 3", OR USE PRECAST
KEYWAY TO KEY IN WEIR 2" MIN.
INV EL: 936.50'
EL: 935.00'
3" DIA. ORIFICE
INV EL: 935.5'
4 FT DIA MANHOLE
5"
GRATE CLIPPED
TO MANHOLE
EL: 939.60'
WEIR WALL
EL 939.60'
INV EL: 935.0'
NOTE: NO. 4 REBAR TO BE DRILLED
INTO WALL 3", OR USE PRECAST
KEYWAY TO KEY IN WEIR 2" MIN.
WEIR WALL
3" DIA. ORIFICE
INV EL: 935.5'
5/8" SMOOTH BAR @
4" O.C. EACH WAY
GRATE
1/4" X 1.5" FLAT
BAR RING
1/4" X 4" CLIPS 4-1/2"
SS ANCHOR BOLTS
1/4" X 1.5" FLAT BARS
2-PIECE WINGED GRATE TO
BE HOT-DIP GALVANIZED.
1" TO OUTSIDE OF MH
FROM FLAT BAR (TYP.)
PROVIDE NON-SHRINK
WATER PROOF GROUT AT ALL
SEAMS (FRONT AND BACK)
NO. 4 COATED
REBAR 8" - 12" O.C.PROVIDE NON-SHRINK
WATER PROOF GROUT AT ALL
SEAMS (FRONT AND BACK)
NO. 4 COATED
REBAR 8" - 12" O.C.
4" X 4" ORIFICE
INV EL 933.20'
14" X 6" ORIFICE
INV EL 934.00'
14" X 6" ORIFICE
INV EL 934.00'
HWL 100
EL: 939.75'
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
E
D
O
N
T
H
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D
R
A
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I
N
G
S
A
R
E
T
H
E
P
R
O
P
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R
T
Y
OF
A
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R
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S
A
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S
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A
T
E
S
.
A
L
L
R
I
G
H
T
S
A
R
E
R
E
S
E
R
V
E
D
.
N
O
D
E
S
I
G
N
S
O
R
P
L
A
N
S
SH
A
L
L
B
E
U
S
E
D
O
R
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
O
R
B
Y
A
N
Y
M
E
A
N
S
W
I
T
H
O
U
T
WR
I
T
T
E
N
P
E
R
M
I
S
S
I
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N
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A
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A
S
S
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A
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S
.
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O
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f
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34
3
3
O
a
k
w
o
o
d
H
i
l
l
s
P
a
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w
a
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Ea
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C
l
a
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r
e
,
W
i
s
c
o
n
s
i
n
5
4
7
0
1
(7
1
5
)
8
3
4
-
3
1
6
1
Ri
v
e
r
F
a
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l
s
O
f
f
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21
5
N
.
S
e
c
o
n
d
S
t
r
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e
t
S
u
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2
0
4
Ri
v
e
r
F
a
l
l
s
,
W
i
s
c
o
n
s
i
n
5
4
0
2
2
(7
1
5
)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
F
A
C
I
L
I
T
Y
LA
K
E
E
L
M
O
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
E
E
L
M
O
,
M
I
N
N
E
S
O
T
A
PR
E
L
I
M
I
N
A
R
Y
-
C
I
T
Y
F
I
N
A
L
P
U
D
S
U
B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C806
CIVIL DETAILS
ELEV.
TOP OF ROCK 937.33
BOTTOM OF CHAMBERS 933.00
BOTTOM OF ROCK 931.40
INLET INVERT (EAST)933.08
INLET INVERT (WEST)934.16
OUTLET SEE S18/C400
BIOFILTER SECTIONXX
###NOT TO SCALE
BOTTOM OF POND
SEE GRADING PLAN
4
TOP OF BERM
SEE GRADING PLAN
PLANTING - SEE
LANDSCAPE SHEETS
1
3'-0"ENGINEERED SOIL (MEDIA MIX D)
NOTES:
-SEE PLAN FOR TOP OF BERM ELEVATION
-SEE PLAN FOR EMERGENCY OVERFLOW ELEVATION (IF REQ'D)
-SEE PLAN FOR POND BOTTOM AND OUTLET ELEVATIONS
-SEE PLAN FOR POND BOTTOM PLANTINGS
EXISTING GRADE
(DO NOT COMPACT)
1
NO
T
F
O
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C
O
N
S
T
R
U
C
T
I
O
N
-
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S
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A
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21
5
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4
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T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
C807
CIVIL DETAILS
SUBSURFACE
INFILTRATION
SYSTEM
SUBSURFACE
INFILTRATION
SYSTEM
T
T
T
T
T
T
T
T
T
CS
T
T
T
T
T
T
T
T
S46
S43
S42
S40 S45
24
0
'
-
8
"
S
A
N
@
2
.
0
0
%
71' - 8" SAN @ 2.00%
33
4
'
-
8
"
S
A
N
@
2
.
0
0
%
115' - 8" SAN @ 2.00%
32' - 8" SAN @ 2.00%
T
T
W
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
IP1/2" RB
IP
MH
IPIP
SEE SHEET L101
SEE SHEET L102
MATCH LINE
39TH STREET NORTH
MATCH LINE
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
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A
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L
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5
4
7
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1
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3
4
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5
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2
(7
1
5
)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
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5
8
6
6
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
I
V
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N
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F
A
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L
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LA
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E
E
L
M
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N
D
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P
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N
D
E
N
T
L
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V
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N
G
,
L
L
C
LA
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E
E
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N
E
S
O
T
A
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E
L
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M
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N
A
R
Y
-
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S
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B
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I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
L100
LANDSCAPE PLAN
0 30 60
LEGEND
GRASS MIX 31,054 sf
Festuca brevipila / Hard Fescue 6,211 sf 20% - -
Festuca rubra / Red Fescue 20% - -
Lolium perenne / Perennial Ryegrass 7,763 sf 25% - -
Poa pratensis / Kentucky Bluegrass 10,869 sf 35% - -
SOD 32,284 sf
Poa pratensis / Kentucky Bluegrass
SOD_AND_LAWN_SCHEDULE
6,211 sf
GENERAL NOTES:
1. THIS PLAN DESCRIBES THE LANDSCAPE PORTION OF THE PROJECT ONLY. SEE OTHER SHEETS FOR SITE
IMPROVEMENT INFORMATION.
2. AN IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR TO SUFFICIENTLY
IRRIGATE THE PLANTED BEDS WITH DRIP IRRIGATION AND THE SOD AREAS WITH SPRAY OR ROTOR HEADS.
3. THE CONTRACTOR SHALL SUPPLY ALL PLANT MATERIALS IN QUANTITIES SUFFICIENT TO COMPLETE THE
PLANTING SHOWN ON ALL DRAWINGS. IN CASE OF DISCREPANCIES BETWEEN THE PLAN AND THE LABEL,
PLAN SHALL GOVERN.
4. ALL PLANTS SHALL HAVE THE SAME RELATIONSHIP TO FINISHED GRADE AS THE PLANT'S ORIGINAL GRADE
BEFORE DIGGING,UNLESS OTHERWISE SPECIFIED OR DETAILED.
5. ALL PLANTS SHALL BE BALLED AND WRAPPED OR CONTAINER GROWN AS SPECIFIED. NO CONTAINER
GROWN STOCK WILL BE ACCEPTED IF IT IS ROOT BOUND.
6. WITH CONTAINER GROWN STOCK, THE CONTAINER BALL SHALL BE CUT THROUGH THE SURFACE IN AT
LEAST TWO VERTICAL LOCATIONS.
7. THE DAY PRIOR TO PLANTING. NOTIFY LANDSCAPE ARCHITECT ONE WEEK PRIOR TO DATE OF SITE VISIT.
8. ALL PLANTS SHALL BE INSTALLED PER DETAILS AND THE CONTRACT SPECIFICATIONS
9. ALL PLANTS AND STAKES SHALL BE SET PLUMB UNLESS OTHERWISE SPECIFIED
10. ALL PLANTS SHALL BE WATERED THOROUGHLY TWICE DURING THE FIRST 24-HOUR PERIOD AFTER
PLANTING. ALL PLANTS SHALL THEN BE WATERED WEEKLY, OR MORE OFTEN, IF NECESSARY DURING THE
FIRST MAINTENANCE PERIOD.
11. THE LANDSCAPE CONTRACTOR SHALL REFER TO SPECIFICATIONS FOR SEASONAL REQUIREMENTS AND
OTHER RESTRICTIONS RELATED TO THE TIME OF PLANTING.
12. PLANT MATERIAL SHALL NOT BE PRUNED UNLESS OTHERWISE INDICATED IN PLANTING SCHEDULE..
13. ALL PLANTING AREAS TO BE COVERED 3" DEEP WITH SPECIFIED MULCH. PLACE OVER WEED CONTROL
FABRIC, UNLESS OTHERWISE NOTED
14. ANY PLANT SPECIES SUBSTITUTIONS MUST BE APPROVED BY THE PROJECT LANDSCAPE ARCHITECT
AND THE JURISDICTION HAVING AUTHORITY PRIOR TO INSTALLATION.
CITY OF LAKE ELMO STANDARD NOTES
SUBSURFACE
INFILTRATION
SYSTEM
SUBSURFACE
T
T
T
T
T
C
S
T
T
S46
S43
90 DEG BEND
90 DEG BEND
HYDRANT
BREAKOFF 940.14
8" X 8" TEE
8" GV
25
4
'
-
8
"
W
M
D
I
60
'
-
8
"
W
M
D
I
53' - 8" WM DI
15' - 8" WM DI
5' - 8" WM DI
32' - 8" SAN @ 2.00%
90 DEG BEND
19' - 8" WM DI
8" GV
5' - 8" WM DI
HYDRANT BREAKOFF 940.42
W
CS
CS
CS
CS
CS
CS
WV
(1) Tb
(3) HL
(3) Dl
(1) ARM
(3) HL
(1) ARM
(3) Dl
(3) HL
(3) Dl
(3) HL
(3) Dl Pt (2)
Sp (1)(1) MP
(7) PVN
(3) Dl
(4) PA (5) HG
(1) HL
(1) HL
CG (1)
(1) HL
(1) Tb
(1) MS
(3) PA
(4) HG
(5) SH
(4) Rd
Jm (3)
PA (5)
HG (8)
(3) RG
Dl (3)
(4) CAK
(6) Rd
(1) ARM
CSA (1)
MS (1)
Tb (1)
(3) Pd2
QA (1)
SI (1)SI (1)
(1) HL
(1) PA
(1) Jm
(3) HG
(1) HL
(5) SH
(4) Rd
HG (3)
(1) MDS
(3) CAK
Rd (4)
(1) HL
Tb (1)
HL (1)Rd (9)
CAK (6)
SH (5)
Hb2 (5)
Pd2 (3)
(1) Gd
(1) GS
(1) Gd
GS (1)
(1) GS
(4) TT
(3) Hp
Hb2 (4)
PVN (3)
(4) EPP
Rd (7)
Gk (4)
(4) SH
SA (4)
Hb2 (2)
(1) Jm
(1) ARM
(1) Jm
(1) POS
(1) CSA (3) Jm
(5) Rd
(9) SH
(5) PVN
(4) EPP
SA (7)
Rd (7)
(4) Gk
(4) TT
(3) Hp
(1) ARM
(3) PVN
(4) EPP
(1) POS
SA (7)
Rd (7)
(4) Gk
(1) Jm
SH (5)
Hp (14)(6) HBC
(2) HL
(2) Dl
(4) HA
(5) Hb2
SH (4)
(4) SA
Gk (4)
Rd (7)
Dl (14)
(4) Dl
VCA (1)
HL (1)
Gk (4)
Rd (7)
SH (4)
(1) Jm
(4) SAHb2 (5)
HBC (6)
POS (1)
Tb (1)
(3) HA
(3) HA
(3) HA
(6) SH
(5) Rd
MATCH LINE
MATCH LINE
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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D
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T
H
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D
R
A
W
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N
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S
A
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T
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P
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OF
A
Y
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S
A
S
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S
.
A
L
L
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S
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V
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D
.
N
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D
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S
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G
N
S
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A
L
L
B
E
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S
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D
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C
E
D
I
N
A
N
Y
F
O
R
M
O
R
B
Y
A
N
Y
M
E
A
N
S
W
I
T
H
O
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T
WR
I
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T
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N
P
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M
I
S
S
I
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O
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A
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S
A
S
S
O
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I
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T
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S
.
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l
a
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O
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34
3
3
O
a
k
w
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d
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i
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l
s
P
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w
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C
l
a
i
r
e
,
W
i
s
c
o
n
s
i
n
5
4
7
0
1
(7
1
5
)
8
3
4
-
3
1
6
1
Ri
v
e
r
F
a
l
l
s
O
f
f
i
c
e
21
5
N
.
S
e
c
o
n
d
S
t
r
e
e
t
S
u
i
t
e
2
0
4
Ri
v
e
r
F
a
l
l
s
,
W
i
s
c
o
n
s
i
n
5
4
0
2
2
(7
1
5
)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
F
A
C
I
L
I
T
Y
LA
K
E
E
L
M
O
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
E
E
L
M
O
,
M
I
N
N
E
S
O
T
A
PR
E
L
I
M
I
N
A
R
Y
-
C
I
T
Y
F
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N
A
L
P
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D
S
U
B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 10 30
L101
LANDSCAPE PLAN
I
G C
SUBSURFACE
INFILTRATION
SYSTEM
T
T
T
T
T
T
T
T
T
T
T
S42
S40 S45
24
0
'
-
8
"
S
A
N
@
2
.
0
0
%
71' - 8" SAN @ 2.00%
33
4
'
-
8
"
S
A
N
@
2
.
0
0
%
115' - 8" SAN @ 2.00%
CONNECT TO EX WM
HYDRANT
BREAKOFF 938.04
8" X 8" TEE
8" X 8" TEE
8" GV
27' - 8" WM DI
8' - 8" WM DI
22
'
-
8
"
WM
D
I
163' - 8" WM DI
9' - 8" WM DI
5' - 8" WM DI
T
T
8' - 8" WM DI
8' - 8" WM DI
8" GV
8" GV
90 DEG BEND
HYDRANT BREAKOFF 938.72
5' - 8" WM DI
8" GV
8" X 8" TEE
4' - 8" WM DI
23
9
'
-
8
"
W
M
D
I
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
CS
1036
1091
SAN
MH
1177
WVWV
Pd2 (1)
(1) Gd
Gd (1)
Pd2 (1)
MP (1)
GS (1)
GS (1)
(1) MP
GS (1)
(1) QB
(1) UP (1) UP (1) Aa2 (1) UP
(2) SI
(1) QB (1) Aa2
(1) PC
Pt (1)
Pt (1)
(1) PC
Sp (1)
Pd2 (1)
HA (4)
(2) Dl
Dl (17)
(3) Dl
(4) Pl
HBC (6)
Hb2 (5)
SH (4)
(4) SA
HL (1)(1) HL
(7) Rd
Gk (4)
Jm (1)
Jm (1)
POS (1)HL (1)
(1) VCA
Tb (1)HBC (6)
Gk (4)
Rd (7)
(4) SA
(5) Hb2
SH (4)
(5) Rd
(4) Gk
(1) Jm
SA (4)
(4) SH
Hb2 (8)
(1) POS
(4) EPP
(3) PVN
(4) Hb2
(1) ARM
(1) ARM
POS (1)
Jm (1)
Jm (1)
POS (1)
CSA (1)
(1) CSA
(1) POS
(1) Jm
(2) Dl
(3) Dl
(4) Pl
HBC (6)
Hb2 (5)
SH (4)
(4) SA
HL (1)
(7) Rd
Gk (4)
Jm (1)
Jm (1)
POS (1)HL (1)
(1) VCA
Tb (1)
HBC (6)
Gk (4)
Rd (7)
(4) SA
(5) Hb2
SH (4)
(14) Dl
(4) HA
(3) Hp
(9) TT Hp (3)
Hb2 (4)
PVN (3)Hb2 (8)(4) SA
SH (4)
Gk (4)
Rd (5)
Rd (7)
Gk (4)
SH (4)(4) SA
(8) Hb2
(4) EPP
(8) SH
(3) Jm
(5) Rd
(6) SH
(9) PVN
(5) Rd
(6) SH
(2) Jm
(1) Jm
(2) SH
(4) EPP
(8) Hb2
(4) Gk
(7) Rd
(4) TT
(3) Hp
(1) ARM
(3) PVN
(4) EPP
(1) POS
SA (7)
Rd (7)
(4) Gk
(1) Jm
SH (5)
(4) TT
(3) Hp
(1) ARM
(3) PVN
(4) EPP
(1) POS
SA (7)
Rd (7)
(4) Gk
(1) Jm
SH (5)
(1) Jm
(1) POS
(1) CSA (3) Jm
(5) Rd
(9) SH
(5) PVN
(4) EPP
SA (7)
Rd (7)(4) Gk
(1) Jm
(1) POS
(1) CSA (3) Jm
(5) Rd
(9) SH
(4) EPP
SA (7)
Rd (7)
(4) Gk
(1) Jm
(1) POS
(1) CSA
(3) Jm
(5) Rd
(9) SH
(5) PVN
(4) EPP
SA (7)
Rd (7)
(4) Gk
(4) CAK
(7) Rd
RB (1)
PA (1)
(3) HA
(3) HA
(3) HA
(3) HA
(3) HA
MATCH LINE
(3) MP(16) Rg2 Rg2 (16)
39TH STREET NORTH
(9) SH
SH (9)
MATCH LINE
PVN (5)
Pt (1)
(1) Aa2
HL (1)
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
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D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
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A
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D
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S
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A
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M
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4
2
6
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9
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8
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x
:
(
7
1
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)
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2
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5
8
6
6
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W
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P
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D
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N
T
L
I
V
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F
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L
I
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Y
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K
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L
M
O
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N
D
E
P
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N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
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E
L
M
O
,
M
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N
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S
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T
A
PR
E
L
I
M
I
N
A
R
Y
-
C
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A
L
P
U
D
S
U
B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
L102
LANDSCAPE PLAN
NORTH
0 10 30
3 X ROOTBALL
DIAMETER
MARK THE NORTH SIDE OF THE TREE IN THE
NURSERY, AND ROTATE TREE TO FACE NORTH
AT THE SITE WHEN EVER POSSIBLE
PLANT TREE SO THAT THE TRUNK FLARE IS
VISIBLE AT THE TOP OF THE ROOT BALL. TREES
WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL
BE REJECTED, DO NOT COVER THE TOP OF
ROOT BALL WITH BARE SOIL
PRE-EMERGENT HERBICIDE UNDER MULCH
CREATE A 4" HIGH EARTH SAUCER BEYOND EDGE
OF ROOT BALL WHEN TREE IS IN LAWN AREA
PLACE ROOT BALL ON MIN. 6" OF
UNDISTURBED SOIL
FERTILIZER PACKETS
PER SPECIFICATION
BACK FILL WITH PLANTING SOIL
1.DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS,
CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL
BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT
EXTEND TO THE EDGE OF THE CROWN.
2.STAKE TREES ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.
3.WRAP TREE TRUNKS ONLY UPON THE APPROVAL OF THE LANDSCAPE ARCHITECT.
4.REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP AND SIDES OF ROOT BALL.
MULCH RING, 6' DIA. MIN.
3" SHREDDED HARDWOOD MULCH, DO NOT
PLACE AGAINST TRUNK
DO NOT PLANT DEEPER THAN
PLANTED AT NURSERY
3" MULCH RING, DO NOT
PLACE AGAINST TRUNK
BACK FILL WITH PLANTING
SOIL MIX PER SPECIFICATIONS
FINISH GRADE
3X ROOTBALL
DIAMETER
SLOW RELEASE
FERTILIZER PACKET
CREATE A 4" HIGH EARTH SAUCER
BEYOND EDGE OF ROOT BALL
WHEN SHRUB IS IN LAWN AREA
PRE-EMERGENT HERBICIDE
UNDER MULCH
FINISH GRADE
PLANTING SOIL.
NATIVE UNDISTURBED SOIL
DO NOT PLANT DEEPER
THAN PLANTED IN
NURSERY
3" SHREDDED HARDWOOD
MULCH KEEP AWAY FROM
PLANT'S CROWN
PER LANDSCAPE LEGEND
PLANT SPACING OR SHOWN
ON PLANS
NOTE:
REMOVE TOP 1
2" OF SOIL IN
CONTAINER AND DISPOSE OF
MATERIAL OFF SITE. THIS
MATERIAL TYPICALLY
CONTAINS MANY WEED
SEEDS.
OR CURB
OR CURB
TOP OF STEEL EDGER 3" ABOVE
FINISH GRADE
FINISH GRADE
MULCH
PAVEMENT
PAVEMENT OR CURB
FINISH GRADE 1" BELOW TOP OFPAVEMENT
FINISH GRADE
MULCH
GRASS ADJACENT TO
PAVEMENT OR CURB
MULCH ADJACENT TO
PAVEMENT & CURB
ADJACENT GRASS &
MULCH - METAL EDGE
FINISH GRADE AT SPECIFIED MULCH DEPTH
BELOW TOP OF PAVEMENT
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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T
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D
S
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B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
L103
LANDSCAPE DETAILS
TREE PLANTING DETAIL
NTS
3
L103
SHRUB PLANTING DETAIL
NTS
1
L103
PERENNIAL AND GRASSES PLANTING DETAIL
NTS
2
L103
BED EDGING DETAIL
NTS
4
L103
CS
IP1/2" RB
IP
MH
IPIP
NO
T
F
O
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C
O
N
S
T
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T
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-
PROJECT No:
TH
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S
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5
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2
(7
1
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)
4
2
6
-
4
9
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-
5
8
6
6
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W
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E
P
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N
D
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D
E
N
T
L
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V
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N
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,
L
L
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LA
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E
L
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,
M
I
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N
E
S
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T
A
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E
L
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M
I
N
A
R
Y
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T
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F
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A
L
P
U
D
S
U
B
M
I
T
T
A
L
08-1893.00
11/08/2019
MARK DATE DESCRIPTION
NORTH
0 30 60
L104
IRRIGATION PLAN
LEGEND
NOTES:
1.IRRIGATION LAYOUT IS SCHEMATIC ONLY. INSTALL ALL IRRIGATION COMPONENTS IN LANDSCAPE AREAS. ADJUST IRRIGATION LINES TO AVOID ANY AND ALL
UTILITIES.
2.CONTRACTOR TO USE EFFICIENT SPRAYS AND ROTORS TO MINIMIZE WATER LOSS.
3.MIST STYLE SPRAY HEADS ARE NOT ALLOWED.
4.IRRIGATION SYSTEM TO USE A SMART CONTROLLER THAT CONFORMS TO THE US EPA WATERSENSE PERFORMANCE CRITERIA. WATER SCHEDULING SHOULD
ADJUST TO WEATHER CONDITIONS AND SEASONS.
5.IRRIGATIONS SYSTEM TO USE A FLOW OR WATER LOSS SENSOR.
6.CONTRACTOR TO ADJUST EXISTING CONTROLLER PROGRAM SCHEDULE TO GROWTH THROUGH ESTABLISHMENT AND MAINTENANCE PERIOD.
7.IRRIGATION CONTRACTOR TO VERIFY LOCATION OF EXISTING WATER LINE AND TAP INTO.
8.IRRIGATION CONTRACTOR TO SET BRASS BALL VALVE AFTER "T" CONNECTIONS.
9.CONTRACTOR TO ENSURE ALL NEW LANDSCAPE MATERIAL TO RECEIVE ADEQUATE IRRIGATION. ENSURE EXISTING LANDSCAPE MAINTAINS POSITIVE
IRRIGATION.
10.CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES AND SERVICES PRIOR TO TRENCHING.
11.ADJUST ANY SPRAY HEAD/EMITTERS THAT ARE IN CONFLICT WITH LIGHTS, BUILDING, OR ANY SITE IMPROVEMENTS.
12.ALL VALVE AND BOX COVERS TO MATCH.
13.ALL PIPING OR WIRING UNDER ROADS, DRIVES OR SIDEWALKS TO BE INSTALLED IN SCHEDULE 40 PVC SLEEVING
14.ALL PIPING AND SLEEVES INSTALLED UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. CONTRACTOR TO COORDINATE. NO Ts, Ls, OR OTHER
TURNS IN PIPING SHALL BE LOCATED UNDER PAVEMENT.
15.CONTRACTOR TO LABEL ALL VALVES CLEARLY.
16.PLACE ALL VALVES IN APPROPRIATE VALVE BOXES.
17.COORDINATE IRRIGATION WORK WITH PLANTING PLANS TO AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND PLANT PITS.
UP
B
C
1 2 3 4 5 7 8 121110
9,357.41 SF
GARAGE
119
6,362.64 SF
GARAGE
123
26 STALLS 17 STALLS
TOTAL NUMBER OF STALLS = 43
6 9
320'-0"
10
2
'
-
0
"
/
1
A1
0
1
b
/
1
A1
0
1
a
AR
E
A
B
AR
E
A
A
/
1
A1
0
1
b
/
1
A1
0
1
a
AR
E
A
B
AR
E
A
A
BOXED SOFFIT ABOVE
64
'
-
0
"
38
'
-
0
"
2'
-
0
"
42'-4"23'-4"29'-8"23'-4"51'-0"30'-4"22'-4"31'-0"23'-4"43'-4"
10
'
-
0
"
24
'
-
0
"
169'-8"52'-8"97'-8"
320'-0"
STAIR
A
COMMUNITY
ROOM
115
HALL
109
FITNESS/
ACTIVITY
114
ELEC.
124
STAIR
C
MECH.
120
157'-0"14'-4"23'-8 3/4"9'-7 1/2"115'-3 3/4"
10'-0"11'-11"
COVERED PORCH
HALLWAY
107
HALLWAY
103
ENTRY/LIVING
ROOM
116
MECH.
105
STAIR
B
W
110
M
111
JANITOR
CLOSET
112
OFFICE
113
VESTIBULE
117
STOR.
118
TRASH/
RECYCLING
122 ELEV.
106
UNIT D2
101
UNIT D2
100
GUEST UNIT
102 UNIT E2
104
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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D
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T
H
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D
R
A
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A
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P
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f
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34
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a
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e
,
W
i
s
c
o
n
s
i
n
5
4
7
0
1
(7
1
5
)
8
3
4
-31
6
1
Ri
v
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r
F
a
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f
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c
e
21
5
N
.
S
e
c
o
n
d
S
t
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S
u
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t
e
2
0
4
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v
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A
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L
M
O
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N
D
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D
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,
L
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A
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FI
N
A
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I
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A
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E
FIRST FLOOR PLAN
08-1893.00
11.06.2019
MARK DATE DESCRIPTION
SCALE:1/16" = 1'-0"A101
1 FIRST FLOOR
NORTH
FIRST FLOOR = 22,200 S.F. / TOTAL = 65,552 S.F.
UNIT MATRIX
NAME COUNT AREA
GUEST UNIT 1 363.86 SF
UNIT A1 2 1,143.59 SF
UNIT B1 4 744.58 SF
UNIT B2 2 791.47 SF
UNIT B3 2 797.22 SF
UNIT C1 8 738.99 SF
UNIT D1 12 1,009.26 SF
UNIT D2 2 985.32 SF
UNIT E1 2 705.24 SF
UNIT E2 1 629.11 SF
UNIT F1 2 1,125.61 SF
UNIT G1 4 1,043.89 SF
UNIT H1 1 1,387.28 SF
AREA A AREA B
KEYPLAN
FD FD FD FD FD
B
C
8"
18
'
-
0
"
28
'
-
0
"
18
'
-
0
"
1 2 3 4 5 7
9'-4"33'-0"7'-1"16'-3"4'-0"21'-8"4'-0"7'-2"16'-2"3'-11 5/8"22'-4 1/2"3'-3 7/8"
28
'
-
8
"
6'
-
8
"
28
'
-
8
"
30'-0"28'-4"28'-4"28'-4"19'-8"13'-8"
20
'
-
0
"
6
1
A302
1
A301
A404
1
64
'
-
0
"
148'-4"
/
1
A1
0
1
b
AR
E
A
B
AR
E
A
A
/
1
A1
0
1
b
AR
E
A
B
AR
E
A
A
STAIR
A
134'-8"
14
'
-
4
"
7'
-
8
"
20
'
-
0
"
22
'
-
0
"
64
'
-
0
"
A201
1
A202
1
A203
1
42'-4"23'-4"29'-8"23'-4"29'-8"
TRASH/
RECYCLING
122
MECH.
120
GARAGE
119
3'
-
0
"
11
'
-
4
"
26 STALLS
4
A304
1'-4 3/8"
9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"
1'-0"
9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"8'-0"8'-0"4'-0 3/8"9'-0"8'-11 5/8"
119A
12
0
A
A A
A
A A
12
2
11
9
B
103A
2
2
3
3
4 4
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
1 1
1
1111
8
3
9
3
10
11 11 11 11 11
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
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E
S
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N
S
A
N
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P
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5
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(
7
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W
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N
D
E
P
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N
D
E
N
T
L
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V
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G
F
A
C
I
L
I
T
Y
LA
K
E
E
L
M
O
I
N
D
E
P
E
N
D
E
N
T
L
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V
I
N
G
,
L
L
C
LA
K
E
E
L
M
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,
M
I
N
N
E
S
O
T
A
A101a
FI
N
A
L
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T
Y
S
U
B
M
I
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A
L
P
A
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K
A
G
E
FIRST FLOOR AREA A PLAN
08-1893.00
11.06.2019
SCALE:1/8" = 1'-0"A101a
1 FIRST FLOOR - AREA A
MARK DATE DESCRIPTION
AREA A AREA B
KEYPLAN
NORTH
FIRST FLOOR = 22,200 S.F. / TOTAL = 65,552 S.F.
KEYNOTES (PARKING LEVEL)
KEYNOTE # NOTE
1 PRECAST CONCRETE COLUMN (SEE STRUCTURAL)
2 4" WIDE "WHITE" PAINTED PARKING LINES, TYPICAL
3 6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD (SEE DETAIL
XXX/XXXXXX)
4 PAINTED ACCESSIBLE PARKING SYMBOL
5 WALL MOUNTED PUSH PLATE ACTUATOR
6 PROVIDE ELECTRIC HEATER IN CEILNG (SEE MECHANICAL)
7 MOP SINK (SEE PLUMBING)
8 CONCRETE STOOP 5' X 5'
9 CONCRETE APRON 32' X 5'
10 COLUMN BASE
11 FLOOR DRAIN
12 FIREPLACE
13 STONE HEARTH
14 POLYMER COMPOSITE COLUMN
15 BOXED SOFFIT ABOVE
D
R R
D
D
R UP
R
FDFDFDFD
B
C
7 8 121110
7'-8 3/8"19'-7"3'-8 5/8"16'-2"7'-2"12'-11"24'-3"6'-2"
A405
6
4'-0"
3'-3 7/8"35'-0"
13'-8"
4'-9 3/4"14'-1 3/8"12'-8 5/8"3'-7 5/8"6'-6"6'-6"3'-9 3/8"10'-10 1/2"7'-0 1/4"14'-4 7/8"28'-4"28'-4"30'-7 5/8"
9
2
A302
2
A301
A404
2
A405
3
A405
1
30'-4"22'-4"31'-0"23'-4"43'-4"
70'-0"101'-8"
16'-11 3/8"6'-6 5/8"11'-6"
AR
E
A
B
AR
E
A
A
/
1
A1
0
1
a
AR
E
A
B
AR
E
A
A
/
1
A1
0
1
a
UNIT D2
101
UNIT D2
100
UNIT E2
104
GUEST UNIT
102
W
110
M
111
ELEV.
106
MECH.
105
ELEC.
124
HALLWAY
107
FITNESS/
ACTIVITY
114
HALL
109
JANITOR
CLOSET
112
OFFICE
113
VESTIBULE
117
STOR.
118
COMMUNITY
ROOM
115
A502 23
4
A302
STAIR
C
STAIR
B
14
'
-
4
"
7'
-
8
"
20
'
-
0
"
22
'
-
0
"
64
'
-
0
"
6'-3 3/8"12'-9 5/8"12'-0"3'-11"
4'
-
2
"
5'
-
1
0
"
4'
-
0
"
12
'
-
5
3
/
8
"
7'
-
6
5
/
8
"
9'-6"9'-6"9'-6"9'-6"9'-6"20'-2"7'-0"
52'-8"97'-8"
A201
2
A203
2
A202
2
3
A302
28
'
-
8
"
8"
5'
-
4
"
8"
28
'
-
8
"
22
'
-
0
"
17
'
-
0
"
64
'
-
0
"
11
'
-
0
"
11
'
-
0
"
74'-8"
ENTRY/LIVING
ROOM
116
HALLWAY
103
GARAGE
123
11'-8 3/8"
17'-0"5'-3"9'-8 3/8"5'-6"13'-6 3/8"5'-0"8'-3 7/8"
17'-0"5'-3"9'-8 3/8"8'-4"5'-10"
4'
-
0
"
24
'
-
0
"
10
'
-
0
"
20
'
-
0
"
34
'
-
0
"
17 STALLS
CLOSET
125
10'-0"
4'-1"7'-5"7'-5"7'-5"4'-0"5'-2 1/4"8'-5 3/4"4'-0 1/2"4'-7 1/2"
4'-0 3/8"
A
12
2
9'-0 3/8"9'-0"9'-0"5'-4"2'-8 3/8"9'-0"9'-0"1'-4"9'-0"9'-0"4'-8"
3'-8 3/4"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"1'-4"9'-0"9'-0"9'-0"2'-0"
103A 103B
12
5
107 112
114 113
116115
11
7
B
11
7
A
118
12
4
10
5
123A
12
3
B
A A
E E E E
E
F
F
B
A
A
A A
A503
3
4
5
A503
1
2
1 1 1
1
2
3
3
5
5
6
7
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SL
O
P
E
F
L
O
O
R
1/
8
"
=
1
'
-
0
"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
SLOPE FLOOR
1/8" = 1'-0"
8'
-
0
"
24
'
-
0
"
6'
-
0
"
32
'
-
0
"
13
'
-
1
0
"
10
'
-
2
"
38
'
-
0
"
33
11111111
9
10
M1
L
12
13
14
15
13
'
-
5
"
2'
-
1
"
8'
-
1
0
1
/
8
"
4'
-
9
1
/
2
"
2'-0 7/8"
5'
-
5
3
/
8
"
5'
-
2
"
3'
-
7
3
/
4
"
ROOF
OVERHANG
ABOVE
E
16
'
-
1
0
"
5
A302
171'-8"
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
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D
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T
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E
D
R
A
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S
A
R
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A
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7
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FIRST FLOOR AREA B PLAN
08-1893.00
11.06.2019
SCALE:1/8" = 1'-0"A101b
1 FIRST FLOOR - AREA B
MARK DATE DESCRIPTION
AREA A AREA B
KEYPLAN
NORTH
FIRST FLOOR = 22,200 S.F. / TOTAL = 65,552 S.F.
KEYNOTES (PARKING LEVEL)
KEYNOTE # NOTE
1 PRECAST CONCRETE COLUMN (SEE STRUCTURAL)
2 4" WIDE "WHITE" PAINTED PARKING LINES, TYPICAL
3 6" DIA. CONCRETE FILLED STEEL PIPE BOLLARD (SEE DETAIL
XXX/XXXXXX)
4 PAINTED ACCESSIBLE PARKING SYMBOL
5 WALL MOUNTED PUSH PLATE ACTUATOR
6 PROVIDE ELECTRIC HEATER IN CEILNG (SEE MECHANICAL)
7 MOP SINK (SEE PLUMBING)
8 CONCRETE STOOP 5' X 5'
9 CONCRETE APRON 32' X 5'
10 COLUMN BASE
11 FLOOR DRAIN
12 FIREPLACE
13 STONE HEARTH
14 POLYMER COMPOSITE COLUMN
15 BOXED SOFFIT ABOVE
UP
320'-0"
98
'
-
0
"
320'-0"
183'-4"35'-0"101'-8"
64
'
-
0
"
32
'
-
0
"
2'
-
0
"
12'-9"8'-0"21'-7"14'-6"8'-0"
10"
9'-4 1/2"8'-0"12'-3 1/2"14'-6"8'-0"
10"
9'-4 1/2"8'-0"47'-3 1/2"
42'-4"23'-4"29'-8"23'-4"64'-8"16'-8"18'-4"35'-0"23'-4"43'-4"
14'-6 1/2"8'-0"13'-3 1/2"8'-0"14'-6"22'-0"8'-0"13'-4"
5'
-
0
"
UNIT A1
200
UNIT B1
202
UNIT C1
204
UNIT B1
206
UNIT C1
208
UNTI D1
210
UNIT D1
212
UNIT D1
214
UNIT D1
216
UNIT G1
218
UNIT G1
217
UNIT E1
215
UNIT D1
213
UNIT D1
211
UNIT C1
209
UNIT B2
207
UNIT C1
205
UNIT B3
203
UNIT F1
201
MEMBER
STORAGE
227
CRAFT/
ACTIVITY
228
ELEV.
106
MECH.
229
STAIR
B
LIBRARY/
MEDIA/ GAMES
234
HALLWAY
236
/
1
A1
0
2
b
/
1
A1
0
2
a
AR
E
A
B
AR
E
A
A
/
1
A1
0
2
b
/
1
A1
0
2
a
AR
E
A
B
AR
E
A
A
STAIR
C
STAIR
A
1,125.61 SF
UNIT F1
797.22 SF
UNIT B3
738.99 SF
UNIT C1
738.99 SF
UNIT C1
744.58 SF
UNIT B1
744.58 SF
UNIT B1
738.99 SF
UNIT C1
738.99 SF
UNIT C1
791.47 SF
UNIT B2
157'-9 3/4"12'-8 1/2"128'-1 3/4"8'-0"13'-4"
NO
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PROJECT No:
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FI
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SECOND FLOOR PLAN
08-1893.00
11.06.2019
MARK DATE DESCRIPTION
SCALE:1/16" = 1'-0"A102
1 SECOND FLOOR
UNIT MATRIX
NAME COUNT AREA
GUEST UNIT 1 363.86 SF
UNIT A1 2 1,143.59 SF
UNIT B1 4 744.58 SF
UNIT B2 2 791.47 SF
UNIT B3 2 797.22 SF
UNIT C1 8 738.99 SF
UNIT D1 12 1,009.26 SF
UNIT D2 2 985.32 SF
UNIT E1 2 705.24 SF
UNIT E2 1 629.11 SF
UNIT F1 2 1,125.61 SF
UNIT G1 4 1,043.89 SF
UNIT H1 1 1,387.28 SF
AREA A AREA B
KEYPLAN
NORTH
SECOND FLOOR = 21,776 S.F. / TOTAL = 65,552 S.F.
R R
R
D D
D
D
R
D R
R
D
R
D
R
D
R
D
R
D
64
'
-
0
"
35
'
-
4
"
28
'
-
8
"
1
A302
1
A301
A404
6
39'-10 3/4"30'-4 1/4"22'-7 3/4"30'-4 1/4"22'-7 3/4"
AR
E
A
B
AR
E
A
A
/
1
A1
0
2
b
UNIT A1
200
UNIT B1
202
UNIT C1
204
UNIT B1
206
UNIT C1
208
UNIT F1
201
UNIT B3
203
UNIT C1
205
UNIT B2
207
UNIT C1
209
CLOSET
219
CLOSET
220
5'-6 5/8"11'-2 1/2"11'-1 1/2"5'-2 5/8"9'-2 3/4"7'-1"11'-5"4'-10"4'-0"3'-3 5/8"6'-1"12'-3 3/8"4'-0"7'-2"11'-4"4'-10"4'-0"3'-3 5/8"6'-1"12'-11 1/2"
6'-7 3/4"10'-0"7'-0"12'-7"3'-8"7'-0 1/4"9'-6"10'-0"3'-10"6'-5 3/4"12'-7"3'-7"7'-0 1/4"9'-6"10'-0"3'-10"6'-5 3/4"12'-7"3'-7"
15
'
-
7
"
19
'
-
9
"
17
'
-
1
0
1
/
2
"
10
'
-
9
1
/
2
"
42'-4"23'-4"29'-8"23'-4"29'-11 3/8"
26'-6"4'-11 1/2"18'-10 1/4"5'-3 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"21'-0"5'-3 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"
5'-4 3/4"
1'-2 1/2"
2'-7 1/4"6'-9 7/8"10'-7"5'-2 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"10'-7"10'-7"5'-1 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"
A405
4
MECH.
222
MECH.
223
MECH.
224
MECH.
225
A201
1
A202
1
A203
1
HALLWAY
236
AR
E
A
B
AR
E
A
A
/
1
A1
0
2
b
4
A304
C G C C C C C C C
G
D
C C
C
C C
C
C C
11
'
-
9
"
11
'
-
5
"
5'
-
6
"
11
'
-
9
"
11
'
-
5
"
5'
-
6
"
5'
-
6
"
11
'
-
5
"
11
'
-
9
"
5'
-
6
"
11
'
-
5
"
11
'
-
9
"
19
'
-
2
3
/
8
"
5'
-
0
1
/
8
"
4'
-
5
1
/
2
"
A703
1
40
5
22
5
22
4
22
2
22
3
220
219
145'-10 3/4"
28
'
-
8
"
6'
-
8
"
28
'
-
8
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NO
T
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S
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PROJECT No:
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S
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N
S
A
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P
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7
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D
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FI
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A
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SECOND FLOOR AREA A PLAN
08-1893.00
11.06.2019
SCALE:1/8" = 1'-0"A102a
1 SECOND FLOOR - AREA A
MARK DATE DESCRIPTION
NORTH
AREA A AREA B
KEYPLAN
FLOOR = 21,776 S.F. / TOTAL = 65,552 S.F.
KEYNOTE (FLOOR PLANS)
KEYNOTE # NOTE
1 MOP SINK, SEE PLUMBING
D
R
D
R
R
D
D
R
D
R
D
R
D
R
D
R
D
R
UP
UP
2
A302
2
A301
A405
7
A404
7
A405
2
35'-0"35'-0"35'-0"35'-0"34'-1 1/4"
32
'
-
0
"
32
'
-
0
"
AR
E
A
B
AR
E
A
A
/
1
A1
0
2
a
64" X 42"
STORAGE
LOCKERS
TOTAL = 19
UNTI D1
210
UNIT D1
212
UNIT D1
214
UNIT D1
216
UNIT G1
218
UNIT G1
217
UNIT E1
215
UNIT D1
213
UNIT D1
211
MECH.
229
CLOSET
230
CLOSET
231
7'-3"8'-8"15'-5"3'-8"3'-8"15'-3 3/4"10'-0 1/4"6'-0"6'-0"12'-3"13'-1"3'-8"3'-8"13'-1"12'-3"6'-0"3'-8 1/4"13'-1"11'-2"6'-2"
6'-0"12'-3"12'-9"3'-8 5/8"4'-10"11'-4"7'-2"9'-2 3/4"3'-8 1/4"13'-1"11'-2"6'-2"
64
'
-
0
"
34'-8 5/8"16'-8"18'-4"35'-0"23'-4"43'-4"
8'
-
5
"
23
'
-
7
"
23
'
-
7
"
8'
-
5
"
28
'
-
8
"
6'
-
8
"
28
'
-
8
"
32
'
-
0
"
64
'
-
0
"
171'-4 5/8"
8'-4"8'-4"9'-2"9'-2"
6'-0 1/4"19'-4 3/4"6'-0 1/4"38'-6 3/4"6'-0 1/4"19'-4 3/4"6'-0 1/4"28'-6 1/2"5'-3 3/8"19'-6 3/4"
6'-0 1/4"9'-8 3/8"9'-11"7'-7 7/8"7'-7 1/2"9'-9 5/8"19'-3 3/8"6'-0 1/4"16'-9 1/8"5'-2 1/2"10'-7"6'-10 7/8"2'-6 1/4"9'-3 1/8"5'-3 3/8"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
12
'
-
1
1
5
/
8
"
5'
-
5
"
8'
-
1
0
3
/
8
"
1'
-
5
"
MEMBER
STORAGE
227
CRAFT/
ACTIVITY
228
A201
2
A203
2
A202
2
3
A302
6'-0"12'-3"12'-6 5/8"3'-11"
LIBRARY/
MEDIA/ GAMES
234
STAIR
B ELEV.
106
HALLWAY
236
AR
E
A
B
AR
E
A
A
/
1
A1
0
2
a
/
1
A1
0
2
a
JAN.
238
2'
-
2
"
8'
-
4
"
9'
-
0
"
9'
-
0
"
C
C C C
P
K
C
C
C
H
C C
C
C C
C
C
CCCCCCCCCC
238
22
9
22
7
22
8
230
231
1
5'-0 1/4"4'-10 3/4"14'-4 1/2"10'-8 1/2"
36
'
-
8
"
4'
-
1
0
3
/
4
"
4'
-
5
1
/
2
"
5'
-
0
1
/
8
"
19
'
-
2
3
/
8
"
1018
40
3
A703
1
5
A302
28
'
-
8
"
6'
-
8
"
28
'
-
8
"
174'-1 1/4"
34'-5 1/4"
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
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L
A
N
S
I
N
D
I
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A
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D
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N
T
H
E
D
R
A
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S
A
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A
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D
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N
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I
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N
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SH
A
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L
B
E
U
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D
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N
A
N
Y
F
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B
Y
A
N
Y
M
EA
N
S
W
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T
H
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WR
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N
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21
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(
7
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t
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
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N
G
F
A
C
I
L
I
T
Y
LA
K
E
E
L
M
O
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
E
E
L
M
O
,
M
I
N
N
E
S
O
T
A
A102b
FI
N
A
L
-
CI
T
Y
S
U
B
M
I
T
T
A
L
P
A
C
K
A
G
E
SECOND FLOOR AREA B PLAN
08-1893.00
11.06.2019
SCALE:1/8" = 1'-0"A102b
1 SECOND FLOOR - AREA B
MARK DATE DESCRIPTION
NORTH
AREA A AREA B
KEYPLAN
SECOND FLOOR = 21,776 S.F. / TOTAL = 65,552 S.F.
KEYNOTE (FLOOR PLANS)
KEYNOTE # NOTE
1 MOP SINK, SEE PLUMBING
1,125.61 SF
UNIT F1
301
1,143.59 SF
UNIT A1
300
744.58 SF
UNIT B1
302
738.99 SF
UNIT C1
304
738.99 SF
UNIT C1
305
1,009.26 SF
UNIT D1
312
1,043.89 SF
UNIT G1
319
744.58 SF
UNIT B1
306
738.99 SF
UNIT C1
308
1,009.26 SF
UNIT D1
310
1,009.26 SF
UNIT D1
314
1,009.26 SF
UNIT D1
316
1,043.89 SF
UNIT G1
318
797.22 SF
UNIT B3
303
791.47 SF
UNIT B2
307
738.99 SF
UNIT C1
309
1,009.26 SF
UNIT D1
311
1,009.26 SF
UNIT D1
315
705.24 SF
UNIT E1
317
34
'
-
0
"
64
'
-
0
"
320'-0"
1,387.28 SF
UNIT H1
313
98
'
-
0
"
183'-4"35'-0"101'-8"
42'-4"23'-4"29'-8"23'-4"64'-8"16'-8"18'-4"35'-0"23'-4"43'-4"
320'-0"
2'
-
0
"
32
'
-
0
"
12'-9"8'-0"21'-7"14'-6"8'-0"
10"
9'-4 1/2"8'-0"12'-3 1/2"14'-6"8'-0"
10"
9'-4 1/2"8'-0"47'-3 1/2"14'-6 1/2"8'-0"12'-5 1/2"
10"
8'-0"14'-6"22'-0"8'-0"13'-4"
STAIR
B
ELEV.
106
MECH.
329
JAN.
330
STAFF
332
/
1
A1
0
3
b
/
1
A1
0
3
a
AR
E
A
B
AR
E
A
A
/
1
A1
0
3
b
/
1
A1
0
3
a
AR
E
A
B
AR
E
A
A
HALLWAY
331
STAIR
A
STAIR
C
157'-9 3/4"12'-8 1/2"128'-1 3/4"8'-0"13'-4"
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
E
D
O
N
T
H
E
D
R
A
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G
S
A
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A
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B
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D
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B
Y
A
N
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N
S
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N
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5
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S
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:
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7
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5
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2
6
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6
6
11
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9
4
:
4
4
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2
8
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M
3
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0
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t
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
F
A
C
I
L
I
T
Y
LA
K
E
E
L
M
O
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
E
E
L
M
O
,
M
I
N
N
E
S
O
T
A
A103
FI
N
A
L
-
CI
T
Y
S
U
B
M
I
T
T
A
L
P
A
C
K
A
G
E
THIRD FLOOR PLAN
08-1893.00
11.06.2019
MARK DATE DESCRIPTION
SCALE:1/16" = 1'-0"A103
1 THIRD FLOOR
UNIT MATRIX
NAME COUNT AREA
GUEST UNIT 1 363.86 SF
UNIT A1 2 1,143.59 SF
UNIT B1 4 744.58 SF
UNIT B2 2 791.47 SF
UNIT B3 2 797.22 SF
UNIT C1 8 738.99 SF
UNIT D1 12 1,009.26 SF
UNIT D2 2 985.32 SF
UNIT E1 2 705.24 SF
UNIT E2 1 629.11 SF
UNIT F1 2 1,125.61 SF
UNIT G1 4 1,043.89 SF
UNIT H1 1 1,387.28 SF
AREA A AREA B
KEYPLAN
NORTH
THIRD FLOOR = 21,776 S.F. / TOTAL = 65,552 S.F.
D
R
D R
R R
D D
R
D
R
D
R
D
R
D
R
D
R
D
1
A302
1
A301
42'-4"23'-4"29'-8"23'-4"29'-11 3/8"
64
'
-
0
"
/
1
A1
0
3
b
AR
E
A
B
AR
E
A
A
UNIT A1
300
UNIT B1
302
UNIT C1
304
UNIT B1
306
UNIT C1
308
UNIT C1
309
UNIT B2
307
UNIT C1
305
UNIT B3
303
UNIT F1
301
39'-10 3/4"30'-4 1/4"22'-7 3/4"30'-4 1/4"22'-7 3/4"
6'-7 3/4"10'-0"7'-0"12'-7"3'-8"7'-0 1/4"9'-6"10'-0"3'-10"6'-5 3/4"12'-7"3'-7"7'-0 1/4"9'-6"10'-0"3'-10"6'-5 3/4"12'-7"3'-7"
35
'
-
4
"
28
'
-
8
"
10
'
-
9
1
/
2
"
17
'
-
1
0
1
/
2
"
19
'
-
8
"
10
'
-
0
"
5'
-
8
"
5'-6 5/8"11'-2"11'-2"10'-0"4'-5 3/8"7'-1"11'-5"4'-10"4'-0"3'-3 5/8"6'-1"12'-3 3/8"4'-0"7'-2"11'-4"4'-10"3'-11 5/8"3'-4"6'-1"12'-11 1/2"3'-7 1/4"
26'-6"4'-11 1/2"18'-10 1/4"5'-3 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"21'-0"5'-3 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"
5'-4 3/4"
1'-2 1/2"
2'-7 1/4"6'-9 7/8"10'-7"5'-2 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"21'-2"5'-1 1/2"7'-0 3/4"7'-7"7'-0 3/4"5'-0"
MECH.
323
MECH.
324
MECH.
325
MECH.
326
A201
1
A202
1
A203
1
HALLWAY
331
AR
E
A
B
AR
E
A
A
/
1
A1
0
3
b
CLOSET
320
CLOSET
321
A404
11
4
A304
G
D
C
C C
C
C C
C
C C
C G C C C C C C C
320
321
32
4
32
3
32
6
32
5
55
3
11
'
-
9
"
11
'
-
5
"
5'
-
6
"
11
'
-
9
"
11
'
-
5
"
5'
-
6
"
11
'
-
9
"
11
'
-
5
"
5'
-
6
"
11
'
-
9
"
11
'
-
5
"
5'
-
6
"
145'-10 3/4"
28
'
-
8
"
6'
-
8
"
28
'
-
8
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
1'
-
0
"
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
-
PROJECT No:
TH
E
D
E
S
I
G
N
S
A
N
D
P
L
A
N
S
I
N
D
I
C
A
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
A
R
E
T
H
E
P
R
O
P
E
R
T
Y
OF
A
Y
R
E
S
A
S
S
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I
A
T
E
S
.
A
L
L
R
I
G
H
T
S
A
R
E
R
E
S
E
R
V
E
D
.
N
O
D
ES
I
G
N
S
O
R
P
L
A
N
S
SH
A
L
L
B
E
U
S
E
D
O
R
R
E
P
R
O
D
U
C
E
D
I
N
A
N
Y
F
O
R
M
O
R
B
Y
A
N
Y
M
EA
N
S
W
I
T
H
O
U
T
WR
I
T
T
E
N
P
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M
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S
S
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S
A
S
S
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I
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S
.
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a
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e
O
f
f
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e
34
3
3
O
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k
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o
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d
H
i
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l
s
P
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a
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Ea
u
C
l
a
i
r
e
,
W
i
s
c
o
n
s
i
n
5
4
7
0
1
(7
1
5
)
8
3
4
-31
6
1
Ri
v
e
r
F
a
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l
s
O
f
f
i
c
e
21
5
N
.
S
e
c
o
n
d
S
t
r
e
e
t
S
u
i
t
e
2
0
4
Ri
v
e
r
F
a
l
l
s
,
W
i
s
c
o
n
s
i
n
5
4
0
2
2
(7
1
5
)
4
2
6
-49
0
8
Fa
x
:
(
7
1
5
)
4
2
6
-58
6
6
11
/
4
/
2
0
1
9
4
:
4
4
:
3
0
P
M
BI
M
3
6
0
:
/
/
L
a
k
e
E
l
m
o
/
L
a
k
e
_
E
l
m
o
_
A
r
c
h
.
r
v
t
NE
W
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
F
A
C
I
L
I
T
Y
LA
K
E
E
L
M
O
I
N
D
E
P
E
N
D
E
N
T
L
I
V
I
N
G
,
L
L
C
LA
K
E
E
L
M
O
,
M
I
N
N
E
S
O
T
A
A103a
FI
N
A
L
-
CI
T
Y
S
U
B
M
I
T
T
A
L
P
A
C
K
A
G
E
THIRD FLOOR AREA A PLAN
08-1893.00
11.06.2019
SCALE:1/8" = 1'-0"A103a
1 THIRD FLOOR - AREA A
MARK DATE DESCRIPTION
AREA A AREA B
KEYPLAN
NORTH
THIRD FLOOR = 21,776 S.F. / TOTAL = 65,552 S.F.
KEYNOTE (FLOOR PLANS)
KEYNOTE # NOTE
1 MOP SINK, SEE PLUMBING
D
R
D
RD
R
D
R
D
R
D
R
R
D
D
R
D
R
DR
UP
2
A302
2
A301
34'-8 5/8"35'-0"101'-8"
32
'
-
0
"
32
'
-
0
"
64
'
-
0
"
16'-8"18'-4"35'-0"23'-4"43'-4"
AR
E
A
B
AR
E
A
A
/
1
A1
0
3
a
UNIT D1
310
UNIT D1
312
UNIT D1
314
UNIT D1
316
UNIT G1
318
UNIT G1
319
UNIT E1
317
UNIT D1
315
UNIT H1
313
UNIT D1
311
JAN.
330
MECH.
329
BENCH
35'-0"35'-0"35'-0"35'-0"34'-1 1/4"
7'-3"8'-8"15'-5"3'-8"3'-8"15'-3 3/4"10'-0 1/4"6'-0"6'-0"12'-3"13'-1"3'-8"3'-8"13'-1"12'-3"6'-0"3'-8 1/4"13'-1"11'-2"6'-2"
8'
-
5
"
23
'
-
7
"
23
'
-
7
"
8'
-
5
"
8'-4"8'-4"9'-2"9'-2"
3'-7 1/4"6'-0"12'-3"12'-6 5/8"3'-11"
6'-3 3/8"12'-3"12'-9"3'-8 5/8"4'-10"11'-4"7'-2"4'-9"4'-5 3/4"3'-8 1/4"13'-1"11'-2"6'-2"
6'-0 1/4"19'-4 3/4"6'-0 1/4"38'-6 3/4"6'-0 1/4"19'-4 3/4"6'-0 1/4"28'-6 1/2"5'-3 3/8"19'-6 3/4"
6'-0 1/4"9'-8 3/8"9'-11"7'-7 7/8"7'-7 1/2"9'-9 5/8"19'-3 3/8"6'-0 1/4"16'-9 1/8"5'-2 1/2"10'-7"6'-10 7/8"2'-6 1/4"9'-3 1/8"5'-3 3/8"
2'
-
2
"
8'
-
4
"
18
'
-
0
"
5'
-
6
"
A201
2
A203
2
A202
2
3
A302
STAFF
332
14
'
-
0
"
12
'
-
0
"
6'
-
0
"
2'
-
0
"
32
'
-
0
"
STAIR
B
HALLWAY
331
ELEV.
106
AR
E
A
B
AR
E
A
A
/
1
A1
0
3
a
A405
8
A404
12
A405
5
12'-10"
34'-5 1/4"
-
---
C C
C
M
K
C
H
C C
C
C C
C
C
CCCCCCCCCC
1
8'
-
1
0
3
/
8
"
5'
-
5
"
7'
-
1
1
5
/
8
"
5'
-
0
"
8'-10 5/8"5'-5 7/8"10'-8 1/2"
332
330
32
9
1012
333
334
STAIR
C
CLOSET
334
CLOSET
333
55
5
4'
-
5
1
/
2
"
5'
-
0
1
/
8
"
19
'
-
2
3
/
8
"
5
A302
28
'
-
8
"
6'
-
8
"
28
'
-
8
"
DESIGN/ BUILD MECHANICAL & ELECTRICAL:
• THE DESIGN / BUILD ELECTRICAL CONTRACTOR SHALL
PROVIDE ADEQUATE ILLUMINATION LEVELS AND
EMERGENCY / EXIT LIGHTING AS REQUIRED PER CODE.
LIGHT FIXTURE LAYOUTS SHOWN ARE FOR
REFERENCE ONLY.
• THE HVAC SYSTEM INCLUDING DIFFUSER LAYOUT WILL
BE DESIGN / BUILD BY THE SELECTED MECHANICAL
SUBCONTRACTOR(S).
• THE HVAC SUBCONTRACTOR WILL BE RESPONSIBLE
FOR BALANCING AND ENSURING AN EFFICIENT
SYSTEM.
• COORDINATE WITH ALL DESIGN / BUILD
SUBCONTRACTORS ALL REQUIRED OPENINGS, NOT
INDICATED HEREIN.
NO
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FI
N
A
L
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THIRD FLOOR AREA B PLAN
08-1893.00
11.06.2019
SCALE:1/8" = 1'-0"A103b
1 THIRD FLOOR - AREA B
MARK DATE DESCRIPTION
AREA A AREA B
KEYPLAN
NORTH
THIRD FLOOR = 21,776 S.F. / TOTAL = 65,552 S.F.
KEYNOTE (FLOOR PLANS)
KEYNOTE # NOTE
1 MOP SINK, SEE PLUMBING
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
SEE STRUCTURAL
TOP OF FTNG.
THIRD FLOOR
122'-0 5/8"
5
12
5
12
9'
-
0
3
/
8
"
11
'
-
2
5
/
8
"
10
'
-
1
0
"
31
'
-
1
"
5
12
CULTURED STONE VENEER UTILITY BRICK
5/4"x6" FIBER CEMENT TRIM
STEEL BOARD AND BATTEN SIDING
STEEL HORIZONTAL SIDING
ARCHITECTURAL PRECAST SILL
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
PRE-FINISHED ALUMINUM FASCIA
ARCHITECTURAL PRECAST HEADER
ARCHITECTURAL PRECAST SILL
ASPHALT SHINGLES
STEEL SHAKE SIDING
5/4"x6" FIBER CEMENT TRIM
UTILITY BRICK
PRE-FINISHED GUTTER AND
DOWNSPOUT SYSTEM (SEE ROOF
PLAN FOR LOCATION)ARCHITECTURAL PRECAST SILL
STEEL BOARD AND BATTEN SIDING
STEEL SHAKE SIDING
STEEL BOARD AND BATTEN SIDING
STEEL SHAKE SIDING
STEEL HORIZONTAL SIDING
ARCHITECTURAL PRECAST SILLCULTURED STONE VENEER
UTILITY BRICK
ARCHITECTURAL PRECAST SILL
STEEL BOARD AND BATTEN SIDING
STEEL SHAKE SIDING
STEEL BOARD AND BATTEN SIDING
STEEL HORIZONTAL SIDING
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT CORNER TRIM
5/4"x6" FIBER CEMENT TRIM
A202
3
5/4"x4" FIBER CEMENT TRIM STEEL SHAKE SIDING
STEEL SHAKE SIDING
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
SEE STRUCTURAL
TOP OF FTNG.
THIRD FLOOR
122'-0 5/8"
UTILITY BRICK
5
12
9'
-
0
3
/
8
"
11
'
-
2
5
/
8
"
10
'
-
1
0
"
31
'
-
1
"
5
12
5/4"x6" FIBER CEMENT TRIM
STEEL BOARD AND BATTEN SIDING
STEEL HORIZONTAL SIDING
ARCHITECTURAL PRECAST SILL
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
PRE-FINISHED ALUMINUM FASCIA
POLYMER COMPOSITE COLUMN
CULTURED STONE VENEER
PORCH BEARING
109'-2 1/2"
ASPHALT SHINGLES
ARCHITECTURAL PRECAST HEADER
ARCHITECTURAL PRECAST SILL
STEEL SHAKE SIDING
5
12
UTILITY BRICK
5/4"x6" FIBER CEMENT TRIM
PRE-FINISHED GUTTER AND
DOWNSPOUT SYSTEM (SEE ROOF
PLAN FOR LOCATION)
ARCHITECTURAL PRECAST SILL
STEEL SHAKE SIDING
5/4"x4" FIBER CEMENT TRIM
5/4"x6" FIBER CEMENT TRIM
STEEL HORIZONTAL SIDING
STEEL BOARD AND BATTEN SIDING
A202
3
5/4"x4" FIBER CEMENT TRIM
STEEL BOARD AND BATTEN SIDING
5/4"x6" FIBER CEMENT TRIM
18" PRE-FINISHED ALUMINUM LETTERS
UTILITY BRICK
ARCHITECTURAL PRECAST SILL
CULTURED STONE VENEER
PRE-FINISHED METAL SOFFIT
ASPHALT SHINGLESPRE-FINISHED GUTTER AND
DOWNSPOUT SYSTEM (SEE ROOF
PLAN FOR LOCATION)
STEEL BOARD AND BATTEN SIDING
STEEL SHAKE SIDING
PRE-FINISHED FASCIA
STEEL HORIZONTAL SIDINGARCHITECTURAL PRECAST SILL
5/4"x6" FIBER CEMENT TRIM
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
NO
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EXTERIOR ELEVATIONS
08-1893.00
11.06.2019
MARK DATE DESCRIPTION
SCALE:1/8" = 1'-0"A201
1 SOUTH ELEVATION - AREA A
SCALE:1/8" = 1'-0"A201
2 SOUTH ELEVATION - AREA B
AREA A AREA B
KEYPLAN
AREA A AREA B
KEYPLAN
SCALE:1/4" = 1'-0"
EXTERIOR WINDOW TRIM
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
SEE STRUCTURAL
TOP OF FTNG.
THIRD FLOOR
122'-0 5/8"
9'
-
0
3
/
8
"
11
'
-
2
5
/
8
"
10
'
-
1
0
"
31
'
-
1
"
5/4"x6" FIBER CEMENT TRIM
STEEL BOARD AND BATTEN SIDING
ARCHITECTURAL PRECAST SILL
5/4"x4" FIBER CEMENT TRIM
STEEL HORIZONTAL SIDING
PRE-FINISHED ALUMINUM FASCIA
UTILITY BRICK
POLYMER COMPOSITE COLUMN
5/4"x6" FIBER CEMENT TRIM
CULTURED STONE VENEER
5
12
PORCH BEARING
109'-2 1/2"
UTILITY BRICK BASE
ASPHALT SHINGLES
PRE-FINISHED GUTTER AND
DOWNSPOUT SYSTEM (SEE ROOF
PLAN FOR LOCATION)
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM SILL
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
SEE STRUCTURAL
TOP OF FTNG.
THIRD FLOOR
122'-0 5/8"
31
'
-
1
"
9'
-
0
3
/
8
"
11
'
-
2
5
/
8
"
10
'
-
1
0
"
STEEL BOARD AND BATTEN SIDING
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
STEEL HORIZONTAL SIDING
PRE-FINISHED ALUMINUM FASCIA
UTILITY BRICK
POLYMER COMPOSITE COLUMN
5/4"x6" FIBER CEMENT TRIM
CULTURED STONE VENEER
5
12
PORCH BEARING
109'-2 1/2"
ASPHALT SHINGLES
PRE-FINISHED GUTTER AND
DOWNSPOUT SYSTEM (SEE ROOF
PLAN FOR LOCATION)
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM SILL
UTILITY BRICK
ARCHITECTURAL PRECAST SILL
CULTURED STONE VENEER
STEEL HORIZONRAL SIDING
ARCHITECTURAL PRECAST SILL
ARCHITECTURAL PRECAST SILL
PRECAST COLUMN BASE
5/4"x6" FIBER CEMENT TRIM SILL
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
THIRD FLOOR
122'-0 5/8"
PRECAST COLUMN BASE (WHERE
SHOWN ON EXTERIOR ELEVATIONS)
PRECAST CONCRETE SILL (WHERE
SHOWN ON EXTERIOR ELEVATIONS)
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
FIBER CEMENT TRIM
FIBER CEMENT TRIM
PRE-FINISHED GUARDRAIL
PRE-FINISHED GUARDRAIL
FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
5/4"x9" FIBER CEMENT TRIM
STEEL SHAKE SIDING
PRE-FINISHED METAL FASCIA
9'
-
0
3
/
8
"
11
'
-
2
5
/
8
"
10
'
-
1
0
"
PRE-FINISHED GUTTER AND DOWNSPOUT
SYSTEM (SEE ROOF PLAN FOR LOCATION)
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PROJECT No:
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FI
N
A
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EXTERIOR ELEVATIONS
08-1893.00
11.06.2019
MARK DATE DESCRIPTION
SCALE:1/8" = 1'-0"A202
1 WEST ELEVATION
SCALE:1/8" = 1'-0"A202
2 EAST ELEVATION
SCALE:1/4" = 1'-0"A202
3 DECK ELEVATION
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
SEE STRUCTURAL
TOP OF FTNG.
THIRD FLOOR
122'-0 5/8"
5/4"x6" FIBER CEMENT TRIM
STEEL BOARD AND BATTEN SIDING
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
PRE-FINISHED ALUMINIUM FASCIA
10
'
-
1
0
"
11
'
-
2
5
/
8
"
9'
-
0
3
/
8
"
31
'
-
1
"
5
12
5
12
5
12
ASPHALT SHINGLES
STEEL SHAKE SIDING
PRE-FINISHED GUTTER AND
DOWNSPOUT SYSTEM (SEE
ROOF PLAN FOR LOCATION)
5/4"x4" FIBER CEMENT TRIM SILL
5/4"x4" FIBER CEMENT TRIM
FIRST FLOOR
100'-0"
SECOND FLOOR
110'-10"
TRUSS BEARING
131'-1"
SEE STRUCTURAL
TOP OF FTNG.
THIRD FLOOR
122'-0 5/8"
31
'
-
1
"
10
'
-
1
0
"
11
'
-
2
5
/
8
"
9'
-
0
3
/
8
"
5/4"x6" FIBER CEMENT TRIM
STEEL BOARD AND BATTEN SIDING
STEEL HORIZONTAL SIDING
5/4"x6" FIBER CEMENT TRIM
5/4"x4" FIBER CEMENT TRIM
PRE-FINISHED ALUMINIUM FASCIA
5
12
5
12
5
12
ASPHALT SHINGLES
STEEL SHAKE SIDING
5/4"x4" FIBER CEMENT TRIM SILL
5/4"x4" FIBER CEMENT TRIM
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
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N
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EXTERIOR ELEVATIONS
08-1893.00
11.06.2019
MARK DATE DESCRIPTION
SCALE:1/8" = 1'-0"A203
1 NORTH ELEVATION - AREA A
SCALE:1/8" = 1'-0"A203
2 NORTH ELEVATION - AREA B
AREA A AREA B
KEYPLAN
AREA A AREA B
KEYPLAN