CD 171215 Wolff Linder+Overland_sitework 117059N
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THE WOLFF COMPANYCONTACT: CHRIS ROSSMAN901 5th AVE, STE 3210SEATTLE, WA 98164PH:480.315.9595 THE LAND GROUP, INC.CONTACT: JASON DENSMER, P.E.462 E. SHORE DR., SUITE 100EAGLE, ID 83616PH:208.939.4041 City of Meridian - St
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File Location:g:\2017\117059\cad\117059 cd c100 cover.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:22 AM
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1.THE CONTRACTOR SHALL AT ALL TIMES COORDINATE HIS WORK WITH THAT OF OTHERS ON THE SITE. THECONTRACTOR SHALL HAVE A RESPONSIBLE PARTY WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FORTHE CONTRACTOR ON THE JOB SITE DURING ALL WORKING HOURS.2.THE CONTRACTOR SHALL EXAMINE THE SITE, COMPARE IT WITH THE PLANS AND SPECIFICATIONS, CAREFULLYEXAMINE ALL OF THE CONTRACT DOCUMENTS, AND SATISFY HIMSELF AS TO THE CONDITIONS UNDER WHICH THEWORK IS TO BE PERFORMED BEFORE ENTERING INTO CONTRACT. NO ALLOWANCE SHALL SUBSEQUENTLY BE MADEON BEHALF OF THE CONTRACTOR ON ACCOUNT OF AN ERROR ON HIS PART AND/OR HIS NEGLIGENCE AND/ORFAILURE TO ACQUAINT HIMSELF WITH THE CONDITIONS OF THE SITE.3.THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THECONTRACTOR SHALL COMPLY WITH IDAHO CODE, CHAPTER 22, TITLE 55 REGARDING UNDERGROUND FACILITIESDAMAGE PREVENTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORECOMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICHMIGHT BE OCCASIONED AS A RESULT OF FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES. THECONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIG-LINE (342-1585) FOR EXACTLOCATIONS A MINIMUM OF 48-HOURS PRIOR TO DIGGING.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING STREETS, SIDEWALKS, OR STRUCTURESDURING THE CONSTRUCTION OF THIS PROJECT, AND SHALL REPAIR SUCH DAMAGE TO THE SATISFACTION OF THEGOVERNING AGENCY, AT NO EXTRA COST TO THE OWNER.5.ALL EXISTING CONDITIONS AND STRUCTURES, NOT SPECIFICALLY NOTED FOR REMOVAL, SHALL BE RETAINED ANDPROTECTED.6.ALL CONTRACTORS WORKING WITHIN THE PUBLIC RIGHT-OF-WAY ARE REQUIRED TO SECURE A RIGHT-OF-WAYCONSTRUCTION PERMIT FROM ADA COUNTY HIGHWAY DISTRICT AT LEAST 24-HOURS PRIOR TO ANYCONSTRUCTION.7.ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE IDAHOSTANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC) AND THE ACHD SUPPLEMENTAL SPECIFICATIONS. NOEXCEPTIONS TO THESE STANDARDS WILL BE ALLOWED UNLESS SPECIFICALLY AND PREVIOUSLY APPROVED INWRITING BY THE GOVERNING AGENCY. AT THE TIME THE PROJECT WAS DESIGNED, THE 2013 EDITION OF THE ISPWCWAS THE MOST-RECENTLY ADOPTED.8.ALL WORK IS TO BE PERFORMED BY LICENSED CONTRACTORS AND EXPERIENCED WORKERS.9.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY TO COMPLETE THE WORK, UNLESSOTHERWISE NOTED. THE DIRECT COST OF PERMITS WILL BE REIMBURSED BY THE OWNER.10.CONTRACTOR SHALL CONFORM TO ALL LOCAL CODES.11.THE LAND GROUP, INC. DOES NOT AND CANNOT GUARANTEE THE ACCURACY OF WORK DONE BY OTHERS ANDINCLUDES THIS INFORMATION FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. THE CONTRACTOR ISRESPONSIBLE TO CONTACT THE OWNER'S REPRESENTATIVE TO REQUEST CLARIFICATION OF DISCREPANCIESBETWEEN THE INFORMATION SHOWN ON THIS PLAN AND INFORMATION SHOWN ELSEWHERE. IN THE EVENT THECONTRACTOR PROCEEDS WITH CONSTRUCTION WITHOUT SUCH CLARIFICATION FROM THE OWNER'SREPRESENTATIVE, HE SHALL BE LIABLE FOR THE COST OF CORRECTIVE WORK AND SHALL REPAIR ORRECONSTRUCT THE FAULTY WORK TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT NO ADDITIONALCOST TO THE OWNER.12.THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING, ERECTING AND MAINTAINING THE REQUIRED MATERIALS,EQUIPMENT AND MANPOWER NECESSARY FOR PUBLIC SAFETY AND TRAFFIC CONTROL, INCLUDING PEDESTRIANTRAFFIC, WITHIN THE PROJECT LIMITS AND ON THE APPROACHES TO THE PROJECT.13.CONTRACTOR SHALL HAVE A STAMPED, APPROVED SET OF PLANS, A COMPLETE COPY OF THE IDAHO STANDARDSFOR PUBLIC WORKS CONSTRUCTION (I.S.P.W.C.) ACHD SUPPLEMENTAL SPECIFICATIONS AND CITY OF MERIDIANSTANDARDS AT THE WORK SITE AT ALL TIMES.14.CONTRACTOR SHALL KEEP AN APPROVED SET OF PLANS ON-SITE AT ALL TIMES AND RECORD ASBUILTINFORMATION DURING THE COURSE OF CONSTRUCTION. UPON COMPLETION OF THE PROJECT, THE CONTRACTORSHALL PROVIDE THE MARKED UP AS-BUILT PLANS TO THE DESIGN ENGINEER FOR PREPARATION AND SUBMITTALOF RECORD DRAWINGS.15.A PRECONSTRUCTION CONFERENCE SHALL BE HELD A MINIMUM OF THREE (3) WORKING DAYS PRIOR TO THE STARTOF ALL WORK INCLUDING WORK ON CITY UTILITIES AND ADA COUNTY HIGHWAY DISTRICT (ACHD) INFRASTRUCTURE.THE GENERAL CONTRACTOR SHALL COORDINATE THE PRECONSTRUCTION CONFERENCE. THE DESIGN ENGINEER,REPRESENTATIVE FROM THE CITY OF MERIDIAN PUBLIC WORKS DEPARTMENT, ACHD, ALL CONTRACTORS,SUBCONTRACTORS AND/OR UTILITY CONTRACTORS SHALL BE PRESENT.
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GENERAL CONSTRUCTION NOTES:1.ALL CONSTRUCTION WORK SHALL B
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RULES (IDAPA 58.01.16).3.THE HORIZONTAL SEPARATION OF
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D
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W
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S
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T
I
O
N
5
4
2
.
0
7
O
F
T
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E
I
D
A
H
O
R
U
L
E
S
F
O
R
P
U
B
L
I
C
DRINKING WATER SYSTEMS (IDAPA
5
8
.
0
1
.
0
8
)
A
N
D
S
E
C
T
I
O
N
4
3
0
.
0
2
O
F
T
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W
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A
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E
R
R
U
L
E
S
(
I
D
A
P
A
5
8
.
0
1
.
1
6
)
.
4.PLACE WATER SERVICE LINES IN A T
W
O
(
2
)
I
N
C
H
D
I
A
M
E
T
E
R
P
I
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WATER TREATMENT FACILITY (I.E.
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MUST BE IMPERVIOUS TO CONTAMI
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DEPARTMENT OF ENVIRONMENTAL
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5.THE CONTRACTOR SHALL BE RESPO
N
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N
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6.ALL WATER WORKS COMPONENTS
S
H
A
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/
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6
1
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REQUIREMENTS OF THE IDAHO RULE
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(
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.
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1
.
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8
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SEWER:1.CONSTRUCTION OF THE SEWER SYS
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58.01.16 AS WELL AS THE STANDA
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1.2.THE HORIZONTAL SEPARATION OF
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N
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MAINS SHALL BE A MINIMUM OF
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I
X
(
6
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E
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NON-POTABLE WATER MAIN TO CR
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8
.
0
1
.
0
8
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8
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1
.
1
6
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4.PLACE SEWER SERVICE LINES IN
A
S
I
X
(
6
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N
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CROSSES A STORMWATER TREATM
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5.WHEN COVER OVER A SEWER PIPE I
S
L
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(
3
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TO NATURAL GROUND, USE "CLASS
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AND FITTINGS.6.THE CONTRACTOR SHALL COND
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INSPECTION PRIOR TO FINAL ACCEP
T
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:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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File Location:g:\2017\117059\cad\117059 cd c101 topo.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:27 PM
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Survey Control
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Linder & Overland Apartments
at Southridge
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This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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File Location:g:\2017\117059\cad\117059 cd c1.50 swppp plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:22 AM
C
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5
5
SWPPP
SWPPP Details
----
PROFILEPLAN VIEW C
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TOP OF BANKBOTTOM OFCHANNEL TOP OF BANKBOTTOM OFCHANNELFLOWFLOWCONTINUE ON OPPOSITESIDE OF CHANNEL3Fiber Roll Install (BMP 35)Scale: NTS
24" MINIMUM
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
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2
0
1
7
G
S
/
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D
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
FABRIC
A
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NOTES:1.TEMPORARY SEDIMENT FENCE SHALL
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THEY SHALL BE MAINTAINED THROUG
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W
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FINAL GRADING AND SITE STABILIZATI
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.
2.FILTER FABRIC SHALL BE CLASS 1 WI
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WOVEN.3.FENCE POSTS SHALL BE EITHER STAN
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6
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7Silt Fence Install 1
(
B
M
P
3
6
)
Scale: NTS
34
"
24"
12
"
6"
6"
1.INSTALL HOOP BIKE RACKS 36" APART FROM ONE ANOTHER.
2.HOOP RACK IN 9007 SILVER POWDER COAT FINISH BY DERO
3.IN-GROUND MOUNT PER MANUFACTURER'S SPECIFICATIONS
NOTE:
DERO HOOP RACK
CORE DRILL 4" DIA. x 6" DEEP. FILL
HOLES WITH HIGH STRENGTH 2 PART
EPOXY GROUT.
4"
CONCRETE FLATWORK
3'
4" DEPTH OF AGGREGATE BASE
AS SPECIFIED
Scale: NTS
Bike Rack 2
BLUE BACKGROUND WITH
WHITE SYMBOL AND
LETTERING
1" WHITE LETTERING WITH
"STATE DISABLED PARKING
PERMIT REQUIRED"
PROVIDE SIGN THAT IDENTIFIES
ALL VAN ACCESSIBLE STALLS,
REFER TO PLANS FOR
LOCATIONS
2"x2" GALVANIZED PERFORATED
SIGN POST, PER SIGN POST AND
BASE DETAIL, CENTERED ON
ACCESSIBLE STALL
CAP TOP OF POST
3 8"x312" CADMIUM
PLATE HEX HEAD BOLT
WITH FLAT LOCK
WASHER AND NUT
6"
18
"
12"
5'
-
0
"
LOCATE PER PLANS
3 Accessible Parking Sign
Scale: NTS
SECTION VIEW
SIGN, TYPICAL
PLAN VIEW
NOTE:
2'
-
0
"
M
I
N
.
5'
-
0
"
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-
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.
2"
NOTES:
12"
1.SIGN POSTS IN LANDSCAPE AREAS TO BE SET BACK FROM AS SHOWN ON PLAN
FROM BACK OF CURB AND/OR BACK OF SIDEWALK.
2.TOP OF FOOTING FINISH TO MATCH ADJACENT CONCRETE FLATWORK FINISH
WHERE APPLICABLE.
1.TOP OF POST TO BE CUT 1/2"
BELOW TOP OF SIGN.
2" x 2" x 10' (MINIMUM) SQUARE
GALVANIZED PERFORATED SIGN POST
(12 GAUGE MIN. WALL THICKNESS).
3
8" X 31
2" CADMIUM PLATED HEX
HEAD BOLT WITH FLAT LOCK
WASHER AND NUT
FINISH GRADE
SLOPE TOP OF CONCRETE TO ENSURE
POSITIVE DRAINAGE AWAY FROM SIGN POST
212" x 212" x 18" LONG ANCHOR POST, NON-PERFORATED
(12 GAUGE MIN. WALL THICKNESS)
WRAP ANCHOR SLEEVE AND ANCHOR
POST WITH (1) LAYER OF DUCT TAPE
214" x 21 4" x 36" LONG ANCHOR POST, NON-PERFORATED
(12 GAUGE MIN. WALL THICKNESS)
CONCRETE FOOTING
4 Sign Post And Footing
Scale: NTS
REFER TO DETAIL LAYOUT PLANS FOR SPECIFIC
STALL LOCATIONS AND DIMENSIONS.
2
'
4" WIDE STALL
STRIPING, TYPICAL
9'
9'
5'
-
8
'
INTERNATIONAL SYMBOL OF ACCESS PAINTED ON
PAVING, SYMBOL AND BORDER SHALL BE WHITE,
INSIDE BORDER SHALL BE BLUE, AND AISLES
SHALL BE WHITE
VAN ACCESSIBLE PARKING STALL AND
AISLE (TYP.)
12" x 18" SIGN WITH INTERNATIONAL
SYMBOL OF ACCESS REFER TO
ACCESSIBLE PARKING SIGN DETAIL.
TYPICAL AT ALL ACCESSIBLE STALLS. INSTALL VAN
ACCESSIBLE SIGN AS NOTED PER PLAN.
Scale: NTS
Accessible Parking Layout1
CL
REFER TO PLANS
NOTES:
1.REFER TO MATERIAL PLAN FOR EXACT LOCATIONS OF CROSSWALKS.
2. CROSSWALK STRIPING SHALL BE SOLID WHITE THERMO PLASTIC.
3.ALIGN TO BE CLEAR OF WHEEL PATH.
ASPHALT SIDEWALK
H.C.
RAMP
4'2'
CL
6'
U
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CROSS WALK STRIPING
H.C.
RAMP
Scale: 3/8" = 1'
Crosswalk Striping8
NOTE:
1.REFER TO LAYOUT PLANS FOR ACTUAL RAMP
DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE
SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS.
CONCRETE CURB &
GUTTER PER PLANS
ASPHALT PAVEMENT
PER PLANS
DETECTABLE WARNING SURFACE
6-IN CURB (IF SIDEWALK DOES
NOT CONNECT TO BACK OF WALK)
CONCRETE SIDEWALK
5'
6'
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1
2
:
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F
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FINISHED SURFACE
PER PLANS
FINISHED SURFACE
PER PLANS
6 ADA Pedestrian Ramp - Type 'A'
Scale: NTS
NOTE:
1.REFER TO LAYOUT PLANS FOR ACTUAL RAMP
DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE
SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS.
MAX
S
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1
2
:
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F
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ASPHALT PAVEMENT
PER PLANS
CONCRETE SIDEWALK
6-IN CURB
FINISHED SURFACE
PER PLANS
FINISHED SURFACE
PER PLANS
7 ADA Pedestrian Ramp - Type 2
Scale: NTS
NOTE:
1.REFER TO LAYOUT PLANS FOR ACTUAL RAMP
DIMENSIONS. VARIATIONS FROM THE DETAIL SHALL BE
SUPERCEDED BY DIMENSIONS INDICATED ON THE PLANS.
M
A
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2
:
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CURB RAMP & PROVIDE
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CONCRETE CURB &
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PER PLANS
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SUBGRADE
CONCRETE SIDEWALK
48"
M
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.
FINISHED SURFACE
PER PLANS
FINISHED SURFACE
PER PLANS
5 ADA Pedestrian Ramp - Type 1
Scale: NTS
6"
6"
6" CONCRETE SLAB
6 x 6 WELDED WIRE FABRIC PLACED AT
MID-DEPTH
TOOLED SCORE JOINTS, PER PLANS
TYPE 'B' AGGREGATE
BASE COURSE PER
SPECIFICATIONS
COMPACTED SUBGRADE
12 Heavy Duty Concrete Paving
Scale: NTS
4"
6"
10
"
ASPHALT PAVING TOP COURSE
3/4" MINUS GRAVEL TYPE B
BASE COURSE
STRUCTURAL TYPE A FILL COURSE.
COMPACT TO 95% DRY DENSITY
PER ASTM D698.
COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR.
11 Heavy Duty Asphalt Section
Scale: NTS
Pr
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:
Date of Issuance:
Project No.:
Designed by:
Checked by:
Sheet No.:
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ASPHALT PAVING TOP COURSE
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COMPACT TO 95% DRY DENSITY
PER ASTM D698.
COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR.
10 Light Duty Asphalt Section
Scale: NTS
2'
6"1'-6"
1" BATTER
1'
-
1
/
2
"
6"
4"
5-
3
/
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"
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R1/2"
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ASPHALT PAVING
R1/2"
STRUCTURAL SUBBASE
9 6-IN Curb/18-IN Reverse Plate Gutter
Scale: NTS
12/15/2017
NOTE:
1.JOINTS SHALL BE SPACED EVENLY THROUGHOUT LENGTH
OF WALK, AS SHOWN ON DRAWINGS.
BUILDING LINE, COLUMNS, CURBS, CONC. FOOTING, ETC.
SEALANT-POLYURETHANE SEALANT FS-TT-S-00227, TYPE II, NON-SAG
AND TYPE I-SELF LEVELING, CLASS A
EXPANSION JOINT
LIGHT BROOM FINISH
TOOLED SCORE JOINT
1/2" RADIUS
4" DEPTH CONCRETE
4" DEPTH, TYPE 'B' BASE PER
SPECIFICATIOIN
COMPACTED SUB-GRADE
2 Standard Concrete Flatwork
Scale: NTS
6"
4"
4"
6"
VARIES
ASPHALT
PAVEMENT
SUBGRADE
AS SPECIFIED
MONOLITHIC SIDEWALK
AGGREGATE BASE AS SPECIFIED
R1"
6"
6"
COMPACTED SUBGRADE
3 Thickened Edge Sidewalk
Scale: NTS
CONTRACTION JOINT
1.SEE SPECIFICATION SECTION 32 13 13.
2.SEE LAYOUT PLANS FOR JOINT PATTERN AND LOCATION.
3.USE ISOLATION JOINTS AT ALL LOCATIONS WHERE DIFFERENTIAL MOVEMENT BETWEEN THE PAVEMENT AND A
STRUCTURE MAY OCCUR.
4.PROVIDE ISOLATION JOINT AT ALL ELECTRICAL FIXTURE BASES AND UTILITY STRUCTURES UNLESS NOTED OTHERWISE.
NOTES:
1/4"CONCRETE FLATWORK
SAW CUT 1/3 DEPTH OF SLAB
MINIMUM.
NON-SEALED ISOLATION JOINT
CONCRETE FLATWORK
1/2"
JOINT FILLER NO REMOVABLE
PLASTIC JOINT CAP - SEE
SPECIFICATION SECTION 32 13 13
HOLD JOINT FILLER 1
8-INCH
BELOW SURFACE OF
CONCRETE - NO SEALANT
Scale: NTS
Concrete Joint4
2
-
1
/
2
"
6"
12
"
ASPHALT PAVING TOP COURSE
3/4" MINUS GRAVEL TYPE B
BASE COURSE
STRUCTURAL TYPE A FILL COURSE.
COMPACT TO 95% DRY DENSITY
PER ASTM D698.
COMPACTED SUBGRADE TO 95%
STANDARD PROCTOR.
1 Light Duty Asphalt Section
Scale: NTS
1.WOOD TONGUE AND GROOVE FENCE
2.6" WIDTH X 132" LENGTH WOOD RAIL TYP.
3.8" WOOD POST TYP. AT 120" O.C.
NOTE:
5 Two Rail Split Rail Fence
Scale: NTS 6 Wrought Iron Fence
Scale: NTS
1.6' WROUGHT IRON FENCE
2.POWDER COAT SILVER FINISH OR PER OWNER
NOTE:
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Date of Issuance:
Project No.:
Designed by:
Checked by:
Sheet No.:
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FINISH GRADE
6"12"6"
16
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R1"R1
"
R2
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R2"
SLOPE
NOTE:
1.ALL CURB AND GUTTER TO HAVE 1/2" EXPANSION JOINTS AT A MAXIMUM OF 100'-0" O.C.
WITH DOWELS AND CONTROL JOINTS AT A MAXIMUM 20' O.C.
3/4" CRUSHED AGGREGATE
BASE
6" MINUS STRUCTURAL FILL.
COMPACT TO 95% OF MAX.
DRY DENSITY PER ASTM D698
COMPACTED SUBGRADE
8 Concrete Channel Gutter
Scale: NTS
1.75% ± 0.25%12"3:1 CUT
3:1 FIL
L
4" THICK CONCRETE
2" OF 3/4" MINUS CRUSHED BASE
MATERIAL AS PER SECTION 800
OF ISPWC
CURB AS SPECIFIED
12"3:1 CUT
3:1 FIL
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4" THICK CONCRETE
CURB AS SPECIFIED
NOTES:
1.LOCATION GRADE AND WIDTH TO BE ESTABLISHED OR APPROVED BY THE OWNER.
2.BASE TO BE COMPACTED TO EXCEED 95% OF STANDARD DENSITY.
3.SLOPE SIDEWALK TOWARD THE STREET NOT TO EXCEED 1/4" PER FOOT (0.02 FT/FT)
4.SCORE AT INTERVALS TO MATCH WIDTH OF WALK NOT TO EXCEED 8-FEET
SPACING.
5.1/2" TRANSVERSE PREFORMED BITUMINOUS JOINTS AT THE TERMINUS POINTS FOR
CURVE AND WHERE SIDEWALK IS PLACED BETWEEN TWO PERMANENT
FOUNDATIONS.
12"
LANDSCAPE AREA
2" OF 3/4" MINUS CRUSHED BASE
MATERIAL AS PER SECTION 800
OF ISPWC
1.75% ± 0.25%
7 Standard Concrete Sidewalk
Scale: NTS
6'
24" LONG, NO. 5 REBAR WITH POINTED TIP
AND WELDED 1-1/2" Ø WELDED WASHER CAP.
PRECAST CONCRETE PARKING BUMPER
AS SPECIFIED, CENTER ON STALL.
PAVING, PER PLANS
NOTES:
1.FACE OF WHEEL STOPS TO BE LOCATED 2'-0" FROM END OF PARKING SPACE.
AGGREGATE BASE
AS SPECIFIED
COMPACTED
SUBGRADE
9 Concrete Parking Bumper
Scale: NTS
TOP SOIL
FINISH GRADE
12" RADIUS
4"x6" EXTRUDED
CONCRETE MOW STRIP
COMPACTED
SUB-GRADE
BARK MULCH
SOIL PLANTING MIX. SEE
SPECIFICATIONS FOR
ADDITIONAL INFORMATION
10 Concrete Edging
Scale: NTS
12/15/2017
Plan View
A-A
24.67'
9.
9
2
'
13
.
3
3
'
8'
24.67'
12'12'3'
4'
23.33'
9.
2
5
'
12
.
6
7
'
0.
5
8
'
3.
4
2
'
5'-4" TALL x 6'-2" WIDE STEEL GATE (TYP OF
4). GATES SHALL OPEN A MIN OF 120
DEGREES AND HAVE THE ABILITY TO BE KEPT
OPEN WITH (1) CANE BOLT PER GATE.
GATE POST. SEE DETAIL
6" THICK CONCRETE PAVING
SEE DETAIL 12/C2.00
SL
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1
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5
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SL
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1
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5
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20
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6
7
'
PRE-CAST CONCRETE CAP
SEE ARCHITECTURAL.
4'
1.
5
"
6'
THREADED 5.5" O.D. PIPE CAP
THREADED PIPE END FOR CAP
GATE POST SLEEVE,
5.5" O.D. x 4.25" I.D.
GATE POST, 4" O.D.
GREASE FITTING, 3 PER POST
NOTE:
COPE JOINTS, GRIND, PRIME, AND
PAINT AS SPECIFIED
COLOR PER ARCHITECT
1
2" X 4" I.D. X 7" O.D. BASE PLATE
WELD BASE PLATE TO GATE POST
1" CROWN ON TOP OF FOOTING
6" CONCRETE SLAB W/ WELDED WIRE MESH
6"DEPTH ROAD MIX PER ISPW 95% COMPACTED
95% COMPACTED SUB-GRADE
.5" x 12" STEEL DOWEL.
DRILL PIPE, INSERT DOWEL, AND WELD.
CONCRETE FOOTING
Wall Section A-A
SPLIT FACE CMU PAINT TO MATCH
BUILDING COLOR BOTH SIDES.
8"X 16" SPLIT FACE CMU
GROUT CELLS SOLID WITH (1) #5
BAR VERTICALLY PER CELL #5 VERTICAL BAR AT 18" O.C.
6" CONCRETE SLAB W/
WELDED WIRE MESH
6"DEPTH ROAD MIX PER
ISPW 95% COMPACTED
95% COMPACTED SUB-GRADE
12"
#5 HORIZONTAL BAR AT 12" O.C.
30
"
12
"
1'
4"
12
"
24"
PRE-CAST CONCRETE CAP
MATERIAL PER PLAN
Post Section
0.
2
5
'
6"
8"
Post & Wall Detail
GROUT CELLS SOLID
WITH (1) #5 BAR
VERTICALLY PER CELL
STRUCTURAL 'B' DECK FULLY
WELDED TO TUBE FRAME.
PAINT COLOR PER OWNER.
2"x2"x1/4" STEEL TUBE FRAME TRASH ENCLOSURE GATE
6"
2"x2"x1/4" STEEL TUBE FRAME
WELDED TO POST SLEEVE
Side Elevation
6"
Front Elevation
COMMERCIAL GRADE CANE BOLT WITH SLEEVE
EMBEDDED IN CONCRETE. ONE PER GATE.
STRUCTURAL 'B' DECK FULLY WELDED TO TUBE FRAME. PAINT TWO COATS,
COLOR PER ARCHITECT
LATCH
8" CLEAR BETWEEN GATE
AND FINISH GRADE. ENSURE GATE CLEARS
CURB WHEN OPENED 120 DEGREES
6.
4
6
'
LATCH
6.
1
6
'
3'
MATERIAL PER PLAN
PRE-CAST CONCRETE
CONCRETE PARKING
BUMPER. (TYP OF 4)
Scale: 1/2" = 1'
Trash Enclosure1
Pr
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Date of Issuance:
Project No.:
Designed by:
Checked by:
Sheet No.:
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12-15-2017
GS/MT/MD
JCD
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12/15/2017
File Location:g:\2017\117059\cad\117059 cd c2.03 drainage details.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:23 AM
C
2
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0
3
Details
Drainage Details
----
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
1
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5'West Overland Road1'R
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R/WR/WR/WR/WR/WR/WR/WOHPOHPOHPR
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22'26.97'8 60+00STA: 60+28.07OFF: 35.50'RSTA: 60+55.04OFF: 35.50'RSTA: 60+61.04OFF: 35.50'R STA: 60+19.93OFF: 35.49'R 2' MIN5-FOOT SIDEWALK1223 674File Location:g:\2017\117059\cad\117059 cd c2.03 drainage details.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:23 AM
C
2
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4
Details
Emergency Access Details
----
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COMPACTED SANDY GRAVELBASE COURSE ROOT MASS TO FILL GRASSPAVE²GRASSPAVE² ATTACH WITH SNAP-FITFASTENERS TOP OF GRASS ROOT MASS 6 MM(14") ABOVE TOP OF RING.COMPACTED SUBGRADE COMPACTED SANDY GRAVEL ROADBASE 95% MODIFIED PROCTORDENSITY, MIN. 12"RINGS FILLED WITH CONCRETE SAND (CLEAN,SHARP SAND)HYDROGROW MIX BELOW RING SUPPLIED FREEBY MANUFACTURER SEE ENLARGEMENT BELOW ADJACENT GRASSPAVE² SQUARES GRASSPAVE² SQUARES PLANSECTIONENLARGEMENT SPECIFICATIONSUNIT SIZE - (20" x 20" x 1")AVAILABLE IN 9 STANDARD ROLL SIZESUNIT WEIGHT - 510 GRAMS (18 OZ.) OR 2.0 KG (4.5POUNDS)STRENGTH - 402 KG/CM² (5720 PSI)COLOR - BLACK (STANDARD)RESIN - HDPE (WITH SOME POST-CONSUMERRECYCLED CONTENT)3Grasspave - Emergency Access Detail & SectionScale: NTS 1Emergency Access DetailScale: 1"=10'
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1
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Spanish Sun Way
File Location:g:\2017\117059\cad\117059 cd c2.20 overland rd.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:24 AM
C
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Details
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:24 AM
C
3
.
0
0
Geometry
Sheet Index
----
Project Name:
D
a
t
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o
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a
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:
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C
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c
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S
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N
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.
:
Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
-
2
0
1
7
G
S
/
M
T
/
M
D
J
C
D
Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
1
2
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1
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R/WR/WR/WR/WR/WR/WR/WXXXXXX
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R/WR/WR/WR/WR/WR/WR/W
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SAN30''SDSD30''SD
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R
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R
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R
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SAN30''SDSD30''SD
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O
O
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O O O O O ACHD STORMDETENTIONPOND (EXISTING)
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File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:24 AM
C
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Geometry
Site Plan - Area 1
----
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
AREA 2 - SHEET
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Site Plan - Area 2File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:25 AM
C
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Site Plan - Area 2
----
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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HORIZONTAL SCALE: 1" = 20'
2
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'
4
0
'
0
Site Plan - Area 3File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:25 AM
C
3
.
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Geometry
Site Plan - Area 3
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
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2
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1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
AREA 2 -SHEETC3.02AREA 6 -SHEETC3.06
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HORIZONTAL SCALE: 1' = 20'Site Plan - Area 4
2
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4
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Site Plan - Area 4File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:25 AM
C
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Geometry
Site Plan - Area 4
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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HORIZONTAL SCALE: 1' = 20'Site Plan - Area 5
2
0
'
4
0
'
0
Site Plan - Area 5File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:25 AM
C
3
.
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5
Geometry
Site Plan - Area 5
----
Project Name:
D
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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HORIZONTAL SCALE: 1' = 20'Site Plan - Area 6
2
0
'
4
0
'
0
Site Plan - Area 6File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:26 AM
C
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Geometry
Site Plan - Area 6
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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HORIZONTAL SCALE: 1' = 20'Site Plan - Area 7
2
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Site Plan - Area 7File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:26 AM
C
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Geometry
Site Plan - Area 7
----
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Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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HORIZONTAL SCALE: 1" = 20'Site Plan - Area 8
2
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Site Plan - Area 8File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:26 AM
C
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Site Plan - Area 8
----
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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2
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Site Plan - Area 9File Location:g:\2017\117059\cad\117059 cd c2.00 site plan.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:26 AM
C
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Geometry
Site Plan - Area 9
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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AREA 9 -SHEETC4.09Sheet IndexFile Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:41 PM
C
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Grading & Drainage Plans
Sheet Index
----
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
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This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 1File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:41 PM
C
4
.
0
1
Grading & Drainage Plans
Grading Plan - Area 1
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 2File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:41 PM
C
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Grading & Drainage Plans
Grading Plan - Area 2
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 3File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:42 PM
C
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3
Grading & Drainage Plans
Grading Plan - Area 3
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 4File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:42 PM
C
4
.
0
4
Grading & Drainage Plans
Grading Plan - Area 4
----
Project Name:
D
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
AREA 1 -SHEETC5.01
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Grading Plan - Area 5File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:42 PM
C
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5
Grading & Drainage Plans
Grading Plan - Area 5
----
Project Name:
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Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 6File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:43 PM
C
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6
Grading & Drainage Plans
Grading Plan - Area 6
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 7File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:43 PM
C
4
.
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7
Grading & Drainage Plans
Grading Plan - Area 7
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 8File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:43 PM
C
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8
Grading & Drainage Plans
Grading Plan - Area 8
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Grading Plan - Area 9File Location:g:\2017\117059\cad\117059 cd c4.00 grading plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 12:43 PM
C
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9
Grading & Drainage Plans
Grading Plan - Area 9
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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AREA 9 -SHEETC5.09Sheet IndexFile Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:30 AM
C
5
.
0
0
Utility Plans
Sheet Index
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
-
2
0
1
7
G
S
/
M
T
/
M
D
J
C
D
Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
1
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HORIZONTAL SCALE: 1" = 20'
2
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0
Utility Plan - Area 1File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:31 AM
C
5
.
0
1
Utility Plans
Utility Plan - Area 1
----
Project Name:
D
a
t
e
o
f
I
s
s
u
a
n
c
e
:
P
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:
C
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c
k
e
d
b
y
:
S
h
e
e
t
N
o
.
:
Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
-
2
0
1
7
G
S
/
M
T
/
M
D
J
C
D
Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
1
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Utility Plan - Area 2File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:31 AM
C
5
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Utility Plans
Utility Plan - Area 2
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Utility Plan - Area 3File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:31 AM
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Utility Plans
Utility Plan - Area 3
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Utility Plan - Area 4File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:31 AM
C
5
.
0
4
Utility Plans
Utility Plan - Area 4
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Utility Plan - Area 5File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:32 AM
C
5
.
0
5
Utility Plans
Utility Plan - Area 5
----
Project Name:
D
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
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5
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2
0
1
7
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/
M
D
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C
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
1
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Utility Plan - Area 6File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:32 AM
C
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Utility Plans
Utility Plan - Area 6
----
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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5
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1
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1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Utility Plan - Area 7File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:32 AM
C
5
.
0
7
Utility Plans
Utility Plan - Area 7
----
Project Name:
D
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:
Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
-
2
0
1
7
G
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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Utility Plan - Area 8File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:32 AM
C
5
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8
Utility Plans
Utility Plan - Area 8
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
1
.
C
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Utility Plan - Area 9File Location:g:\2017\117059\cad\117059 cd c5.00 utility plans.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:33 AM
C
5
.
0
9
Utility Plans
Utility Plan - Area 9
----
Project Name:
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
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1
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1
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
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A
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8''SS
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S
A
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S
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OHP
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S
A
N
S
A
N
30''S
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27''SS
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A
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30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SSSANSAN30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS30''SS
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SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD SDSD
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SANSANSAN
S
A
N
S
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SANSANSAN SANSANSANSAN
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12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD 12''SD
12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD 30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD12''SD
12''SD
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D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''SD
12''S
D
12''
S
D
12''S
D
SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD SDSD
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''P
I
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
8''PI
SD 8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS8''SS 30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD30''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SD 24''SDXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXSSMH 10 SSMH 9 SSMH 7 SSMH 6 SSMH 4SS MH 5 SSMH 3
S
S
M
H
1
4
S
S
M
H
1
7
S
S
M
H
1
6
S
S
M
H
1
5
S
S
M
H
1
3
S
S
M
H
1
2
SSMH 11 SSMH 2 EX SSMH E04SSMH 1 0+001+002+003+004+005+00 10+0011+0012+0013+0014+00 20+0021+0022+0023+00SSMH 8 30+0031+0032+0033+00 40+0041+0042+00
43+00
4
4
+
0
0
4
5
+
0
0
46+00
4
7
+
0
0
48+00
49+00
49+37
.
8
4
30'ESMT30'ESMT30'ESMT STA:41+08.93OFF:40' RIE:2595.0
STA:42+81.11
OFF:40' R
IE:2596.4
STA:41+65.59OFF:47' LIE:2594.5 FF: 2598.52FF: 2598.95
F
F
:
2
6
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3
9
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1
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2
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7
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2
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.
8
4
STA:47+20.30
OFF:46' L
IE:2597.8
STA:47+85.60
OFF:48' L
IE:2597.8
STA:49+26.53
OFF:38' R
IE:2596.8
3
0
'
E
S
M
T
30'
ESMT
HORIZONTAL SCALE: 1" = 60'
6
0
'
1
2
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Sheet Title:
Linder & Overland Apartments
at Southridge
The Wolff Company
Meridian Idaho1
1
7
0
5
9
1
2
-
1
5
-
2
0
1
7
G
S
/
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/
M
D
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C
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Revisions
This document and the information contained herein may not be copied or reproduced without
express written permission of The Land Group, Inc.
Unauthorized disclosure or construction use are prohibited by copyright law.
Index SheetFile Location:g:\2017\117059\cad\117059 cd c5.10 sewer p&p index.dwgLast Plotted By:jason densmerDate Plotted:Friday, December 15 2017 at 11:35 AM
C
5
.
1
0
Sanitary Sewer Plan & Profiles
Index Sheet
----
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A
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B
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.
SEWER LINE ASHEET C5.11SEWER LINE A2SHEET C5.12SEWER LINE A3SHEET C5.13SEWER LINE A4SHEET C5.14 SEWER LI
N
E
B
SHEETS C5.15
&
C
5
.
1
6
1
2
/
1
5
/
2
0
1
7