B08_Att_01b_GRCA257282_CD_Drawings_and_Details_Combined_June2025_Part2.pdf
PDF 40 MB Posted
- Solicitation number
- 140P2026R0101
About this file
This file contains complete construction documents including civil drawings, grading plans, landscape plans, and erosion and sediment control (TESC) plans for the replacement of a wastewater treatment plant at Grand Canyon South Rim Village (GRCA 257282). The project involves demolition of existing facilities (Facilities 90-99) and construction of new treatment infrastructure at the site.
The construction documents detail comprehensive civil work across four defined areas, including site preparation, grading with finished elevations ranging from approximately 6,753 to 6,800 feet, drainage and stormwater management systems (ponds, bioswales, trench drains), modular block retaining walls, asphalt and concrete pavement, and landscape restoration including native vegetation seeding and tree protection. Key facilities to be demolished include aeration basins, clarifiers, secondary clarifiers, aerobic digesters, sludge drying beds, and a reclamation plant, with work coordinated across two construction phases. The plans specify erosion control requirements including silt fencing, check dams, inlet protection, and temporary stabilization measures, along with detailed coordination requirements for existing site utilities, electrical systems, and structural support (shoring and bracing) during demolition and filling operations. Survey control points and precise coordinate data are provided for site layout, and the documents reference compliance with specifications for structural demolition (02 41 00), fill and backfill (31 23 23), and various civil construction details, with all work marked as 100% complete construction documents as of June 2025.
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Text version
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V i
06/2025 401
VILLAGE, CO
GREENWOOD
COMPANY
SERVICES
GOVERNMENT
JACOBS
PMIS/PKG NO.
257282
D S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
GENERAL SHEET NOTES
SHEET NOTES
NO SCALE
NOTE 4
NOTE 4
NOTE 1
NOTE 1
NOTE 3
NOTE 3
NOTE 5
NOTE 5
NOTE 2
NOTE 2
CIVIL
06X1112
K ARCHER
D PETERSON
B GYAOUROVA DEMOLITION
92B - AERATION BASINS
SECTIONS E-W
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
AREA.
SEE PIPE GALLERY SHEETS FOR WORK IN THIS 5.
SLAB AT 10' OC EACH DIRECTION.
CORE DRILL 1' DIAMETER HOLES THROUGH BASE 4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
00, DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 4
NOTE 5
NOTE 6
NOTE 6
NOTE 4
NOTE 7
NOTE 7
NOTE 2
NOTE 1NOTE 1
NOTE 3
NOTE 2
CIVIL
06X1113
K ARCHER
D PETERSON
B GYAOUROVA DEMOLITION
93 - FINAL SED. TANK
PLAN, SECTIONS & DETAILS
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
23.15; TRENCH BACKFILL, FOR NEW PIPE ALIGNMENT.
DEMOLISH CONCRETE WALL TO COMPLY WITH 31 23 7.
CORE DRILL 1' DIAMETER HOLE THROUGH BASE SLAB.6.
AND LEAVE IN PLACE.
PLUG PIPE WITH 2' OF LOW STERNGTH CONCRETE 5.
CLSM BACKFILL.4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 00, 1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 7
NOTE 3
NOTE 4
NOTE 7
NOTE 1
NOTE 2
GRADE FACILITY CONSTRUCTION
THAT INTERFERES WITH FINISHED
NOTE 5. THROUGH LENGTH OF PIPE
GRADE FACILITY CONSTRUCTION
THAT INTERFERES WITH FINISHED
NOTE 6. THROUGH LENGTH OF PIPE
NOTE 7
CIVIL
06X1114
K ARCHER
D PETERSON
B GYAOUROVA DEMOLITION
94 - SECONDARY CLARIFIER
PLAN AND DETAILS
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
23.15; TRENCH BACKFILL, FOR NEW PIPE ALIGNMENT.
DEMOLISH CONCRETE WALL TO COMPLY WITH 31 23 7.
CORE DRILL 1' DIAMETER HOLE THROUGH BASE SLAB.6.
AND WASTES APPROPRIATELY DISPOSED OF.
DEMOLISH UTILITY. ALL LINES SHOULD BE VACATED 5.
OF.
VACATED AND WASTES APPROPRIATELY DISPOSED
ABANDON PIPE IN PLACE. ALL LINES SHOULD BE 4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 00, 1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 3
NOTE 2
NOTE 1
NOTE 7
NOTE 6
NOTE 3
NOTE 6
NOTE 1
NOTE 5
NOTE 4
NOTE 6
NOTE 6
NOTE 6
NOTE 1
NOTE 4
CIVIL
06X1115
K ARCHER
D PETERSON
B GYAOUROVA DEMOLITION
94 - SECONDARY CLARIFIER
SECTIONS
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
CORE DRILL 1' DIAMETER HOLE THROUGH BASE SLAB.7.
LEAVE IN PLACE.
PLUG PIPE WITH OF LOW STRENGTH CONCRETE AND 6.
AND WASTES APPROPRIATELY DISPOSED OF.
DEMOLISH UTILITY. ALL LINES SHOULD BE VACATED 5.
CLSM BACKFILL.4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 00, 1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 4
NOTE 4
NOTE 6
NOTE 1
NOTE 2
NOTE 2
NOTE 5NOTE 6
CIVIL
06X1116
K ARCHER
D PETERSON
B GYAOUROVA DEMOLITION
96 - AEROBIC DIG. TANKS
PLAN
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
AND WASTES APPROPRIATELY DISPOSED OF.
DEMOLISH UTILITY. ALL LINES SHOULD BE VACATED 6.
LEAVE IN PLACE.
PLUG PIPE WITH 2' LOW STRENGTH CONCRETE AND 5.
OFF.
VACATED AND WASTES APPROPRIATELY DISPOSED
ABANDON PIPE IN PLACE. ALL LINES SHOULD BE 4.
DEMOLISH UTILITY.3.
DEMOLISH CONCRETE.2.
REMOVE ALL EQUIPMENT FROM FACILITY.1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 1 NOTE 6
NOTE 3
NOTE 3
NOTE 2
NOTE 6
NOTE 4
NOTE 7
NOTE 3
NOTE 5
NOTE 2NOTE 1
NOTE 1
NOTE 2
CIVIL
06X1117
K ARCHER
D PETERSON
B GYAOUROVA DEMOLITION
SECTIONS AND DETAILS
96 - AEROBIC DIG. TANKS
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
SHOWN.
SAWCUT AND REMOVE CONCRETE BASE SLAB AS 7.
PLUG PIPE AND LEAVE IN PLACE.6.
OF.
VACATED AND WASTES APPROPRIATELY DISPOSED
ABANDON PIPE IN PLACE. ALL LINES SHOULD BE 5.
CLSM BACKFILL.4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 00, 1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 1
NOTE 2
NOTE 2
NOTE 3, TYP
NOTE 4, TYP
NOTE 2, TYP
NOTE 2, TYP
NOTE 3, TYP
DEMOLISH VALVE.4.
OF.
VACATED AND WASTES APPROPRIATELY DISPOSED
CUT AND NO CAP ON PIPE. ALL LINES SHOULD BE 3.
AND WASTES APPROPRIATELY DISPOSED OF.
DEMOLISH UTILITY. ALL LINES SHOULD BE VACATED 2.
GRADING LIMITS ON DWG 06C2400.
SPECIFICATION 31 23 23, FILL AND BACKFILL. SEE
BACKFILL UP TO FINISHED GRADE PER 1.
CIVIL
06X1118
K ARCHER
D PETERSON
B GYAOUROVA
97 - SLUDGE DRYING BEDS
DEMOLITION
SITE AND GRADING PLAN
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
6-2 3-2
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 1
NOTE 1
NOTE 4
NOTE 3
NOTE 1
NOTE 3
NOTE 5
NOTE 2
NOTE 6
NOTE 1NOTE 5
CIVIL
06X1120
K ARCHER
D PETERSON
B GYAOUROVA
98/99 - BACKWASH POND
DEMOLITION
PIPING AND GRADING
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
CUT AND NO CAP ON PIPE.6.
AS SHOWN ON SHEET 07Y2000.
DEMOLISH PIPE UP UNTIL MANHOLE TIE-IN LOCATION, 5.
DEMOLITION.
PLUG AND REPAIR MANHOLE AFTER PIPE 4.
AND WASTES APPROPRIATELY DISPOSED OF.
DEMOLISH UTILITY. ALL LINES SHOULD BE VACATED 3.
GRADING LIMITS ON DWG 06C2400.
SPECIFICATION 31 23 23, FILL AND BACKFILL. SEE
BACKFILL UP TO FINISHED GRADE PER 2.
DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 00, 1.
FACILITY 98
FACILITY 99
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 1
NOTE 2
NOTE 1
NOTE 1
NOTE 3
CIVIL
06X1121 98 - RECLAMATION PLANT
DEMOLITION
K ARCHER
D PETERSON
B GYAOUROVA
CLEARWELL PLAN
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
AND LEAVE IN PLACE.
PLUG PIPE WITH 2' LOW STRENGTH CONCRETE 3.
CLSM BACKFILL IN ALL LOWEST FLOOR ROOMS.2.
REMOVE ALL EQUIPMENT FROM FACILITY.1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
ALIGNMENT.
23 23.15; TRENCH BACKFILL, FOR NEW PIPE
DEMOLISH CONCRETE WALL TO COMPLY WITH 31 7.
AFTER BACKFILL.
BASEMENT TO ALLOW FOR DRAINAGE TO OCCUR
DEMOLISH SOUTHERN WALL ON FIRST LEVEL 6.
DEMOLISH CONCRETE.5.
DISPOSED OF.
VACATED AND WASTES APPROPRIATELY
DEMOLISH UTILITY. ALL LINES SHOULD BE 4.
POND PLACEMENT.
BACKFILL LIMITS REQUIRED FOR STORMWATER
SEE GRADING PLANS FOR DEMOLITION AND 3.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 2.
REMOVE ALL EQUIPMENT FROM FACILITY.1.
NOTE 3
NOTE 2
LIMITS, NOTE 4
SEE OVERALL PLAN FOR
NOTE 5
NOTE 2
NOTE 3
NOTE 6
NOTE 4
NOTE 2
NO SCALE
NOTE 1
NOTE 3
CIVIL
06X1122 98 - RECLAMATION PLANT
DEMOLITION
K ARCHER
D PETERSON
B GYAOUROVA
GALLERY PLAN
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
SHEET 06X1123
SEE NOTE 7 ON
NOTE 7
LIMITS, NOTE 4
SEE OVERALL PLAN FOR
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 3
LIMITS, NOTE 5
SEE OVERALL PLAN FOR
NOTE 6
NOTE 4
NOTE 8
NOTE 7
NOTE 3
NOTE 2
NOTE 1
SECTION E-W
CIVIL
06X1123 98 - RECLAMATION PLANT
DEMOLITION
K ARCHER
D PETERSON
B GYAOUROVA
TO, SHORING, STABILIZERS, AND STRUTS.
LATERAL BRACING TO INCLUDE, BUT NOT LIMITED
DURING DEMOLITION AND FILLING PROCESSES.
SOIL PRESSURE AFTER REMOVAL OF FLOOR SLAB
FOR LATERAL BRACING OF WALLS DUE TO LATERAL
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
AFTER BACKFILL.
BASEMENT TO ALLOW FOR DRAINAGE TO OCCUR
DEMOLISH SOUTHERN WALL ON FIRST LEVEL 8.
SHOWN.
SAWCUT AND REMOVE CONCRETE BASE SLAB AS 7.
AND LEAVE IN PLACE.
PLUG PIPE WITH 2' OF LOW STREGTH CONCRETE 6.
DISPOSED OF.
VACATED AND WASTES APPROPRIATELY
DEMOLISH UTILITY. ALL LINES SHOULD BE 5.
CLSM BACKFILL IN ALL LOWEST FLOOR ROOMS.4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
00, DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 1.
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
X
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
NOTE 1
NOTE 7
NOTE 5
NOTE 8
NOTE 4
NOTE 6
NOTE 9
NOTE 2
NO SCALE
SECTION N-S
CIVIL
06X1124 98 - RECLAMATION PLANT
DEMOLITION
K ARCHER
D PETERSON
B GYAOUROVA
DETAIL 3212-210.
BASE COURSE AND ASPHALT CONCRETE PER
DEMOLISH EXISTING ASPHALT AND THEN PLACE
WITHIN 8" OF EXISTING ROAD ELEVATION,
WHERE NEW ROAD FINISHED ELEVATION COMES 9.
AFTER BACKFILL.
BASEMENT TO ALLOW FOR DRAINAGE TO OCCUR
DEMOLISH SOUTHERN WALL ON FIRST LEVEL 8.
AND LEAVE IN PLACE.
PLUG PIPE WITH 2' OF LOW STRENGTH CONCRETE 7.
DISPOSED OF.
VACATED AND WASTES APPROPRIATELY
DEMOLISH UTILITY. ALL LINES SHOULD BE 6.
CLSM BACKFILL IN ALL LOWEST FLOOR ROOMS.5.
EXCAVATED TO.
STORMWATER POND IS PLANNED TO BE
STRUCTURAL ELEMENTS WHERE NEW
COMPLETELY DEMOLISH AND REMOVE ALL 4.
SPECIFICATION 31 23 23, FILL AND BACKFILL.
BACKFILL UP TO FINISHED GRADE PER 3.
REMOVE ALL EQUIPMENT FROM FACILITY.2.
00, DEMOLITION.
STRUCTURAL DEMOLITION TO COMPLY WITH 02 41 1.
STRUTS.
NOT LIMITED TO, SHORING, STABILIZERS, AND
PROCESSES. LATERAL BRACING TO INCLUDE, BUT
OF FLOOR SLAB DURING DEMOLITION AND FILLING
DUE TO LATERAL SOIL PRESSURE AFTER REMOVAL
LATERAL BRACING LATERAL BRACING OF WALLS
CONSTRUCTION, CONTRACTOR IS RESPONSIBLE
FOR BUILDINGS UNDER DEMOLITION AND PARTIAL B.
THAN NAVD88 (2025 SET).
NGVD29 DATUM (AS-BUILTS) IS 3.25 FEET LOWER A.
6-2 3-2
E
BUI
LDIN
G
B U
IL
D
IN
G
E
S
U
E
E
EE
E
E
E
E
E
S
EE
E
E
E E
E
E
E
E
E E
E
E E
E
G T
G T
S
S
FF 6795.81
FF 6795.77
FF 6795.87
FF 6795.82
FF 6790.43
FF 6790.43
FF 6775.35
FF 6774.22
FF 6790.31
K E
N N E L
R O
A D
PLANT R
OAD
WES
TE
WAT
ER
TREAT
MENT
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
BH-05-22
BH-06-22
BH-04-22
BH-03-22
BH-01-22
BH-02-22
HOLE 9
HOLE 8
HOLE 7
HOLE 6
HOLE 3
HOLE 4
HOLE 5
HOLE 10
HOLE 11
HOLE 12
HOLE 13
HOLE 14
N
Scale In Feet
0 40 80
FACILITIES LEGEND
CONTROL BUILDING
PRETREATMENT, BLOWER, AND DIGESTER BUILDING
AERATION TANKS
CLARIFIER NO. 1
CLARIFIER NO. 2
FLOW EQUALIZATION TANKS
SLUDGE DRYING BEDS 1-6
RECLAMATION PLANT
BACKWASH HOLDING POND
MAIN GATE
PAD
CONCRETE
2022 SHANNON AND WILSON BORING
GEOTECHNICAL EXPLORATION LEGEND
1986 CHEN & ASSOCIATES BORING
STORAGE SHED
STORAGE SHED
AND WILSON REPORT
INCLUDED AS AN APPENDIX TO THE 2022 SHANNON
THE CHEN & ASSOCIATES BORING INFORMATION IS A.
OUTFALL MANHOLE
CHEMICAL STORAGE
EXISTING GATE
INFLUENT MANHOLE
STORAGE SHED
STORAGE SHED
EMERGENCY GENERATOR
SURVEY CONTROL
CP 501 1837408.94 630936.82 6781.95
HUSTON INC 22 177 01 CONTROL POINT
2" ALUM CAP MARKED "BOHANNAN
PT# NORTHING EASTING DESCRIPTION
CP 501 (102)
CHEMICAL STORAGE
ELEV
FND MAGSPK6792.10631155.451837433.73104
FND HUB + MAG6788.53631019.391837491.32103
FND ALCAP6781.86630936.821837408.99102
FND MAGSPK6775.33630828.961837409.71101
TBM6797.99631273.001837537.23 22
CNPT 21 SET MAG6784.02630909.401837820.31 21
CNPT SET 60D6786.08631051.501837696.67 16
CNPT SET 60D6797.74631242.981837658.61 15
CNPT SET 60D6800.58631334.411837560.03 14
CNPT SET 60D6797.28631274.281837408.12 13
EFFLUENT MANHOLE
K ARCHER
D PETERSON
B GYAOUROVA EXISTING SITE PLAN
CIVIL
06C1000
POWER POLE
EXISTING FENCE / PROPERTY LINE
ANTENNA
6-2 3-2
W
BUI
LDIN
G
B U
IL
D
IN
G
E
S
U
E
E
EE
E
E
E
E
E
S
EE
E
E
E E
E
E
E
E
E E
E
E E
E
G A S
T A
N K
S
S
FACILITIES LEGEND
HEADWORKS
RECLAIMED WATER TANK
PROCESS TANKS
PROCESS BUILDING
22 ODOR CONTROL
ADMINISTRATION BUILDING
MAINTENANCE BUILDING
RECEIVING STATION
DIGESTER FACILITY
86 PLANT DRAIN PUMP STATION
DRYING BEDS
EXTERIOR COVERED STORAGE88
87 COMPOST FACILITY
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:4
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
CB
CB
CB
CB
CB
W A
T
R
V A
U L T
Scale In Feet
0 40 80
RECEIVING STATION SUMP
N
AREA 1
INFLUENT MANHOLE
NEW ROAD
AREA 3
AREA 4AREA 2
EXISTING GATE
COVERED STORAGE
15' CONSTRUCTION BUFFER
MAIN GATE
STATION
PLANT DRAIN PUMP
VEGETATED AREA
VEGETATED AREA
SWALE
ACCESS ROAD
RIPRAP
STORMWATER POND
GENERATOR
08-SWBD-01
08-XMFR-01 AND
MANHOLE, TYP
ELECTRICAL
OVERALL
B GYAOUROVA SITE PLAN
CIVIL
06C2000
PATH
ACCESSIBLE
CHAINLINK FENCE
MANUAL CANTILEVER SLIDE GATE
SLING LOAD DROP AREA
CHAINLINK FENCE
ASPHALT PAVEMENT
PARSHALL FLUME
6-2 3-2
E
E
EE
E
E
E
E
E
EEE
E
E E
E
E
E
E
E E
E
E E
E
E
BUI
LDIN
G
B U
IL
D
IN
G
E
E E
E
E
E
E
E E
E
E E
E
S
CB
CB
CB
CB
CB
2 4
KEY PLAN
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
CB
Scale In Feet
0 20 40 60
N
EXISTING FENCE / PROPERTY LINE
SHEET NOTES
MATCHLINE, SEE 06C2002
EXISTING GATE
INFLUENT MANHOLE
15'-0
15' CONSTRUCTION BUFFER
NOTE 4
NORTHING EASTINGDESCRIPTION
NO.
POINT
COORDINATE TABLE
141 142
9'-7"
M A
T C
H L
IN
E S
E E
C
'-0
R
15'-0"
R
'-0
R
R
'-0
R
3213-240
3212-210
NOTE 9
NOTE 7
NOTE 6
NOTE 8
NOTE 8
NOTE 6
EQUALIZATION TANK
RECEIVING STATION
FACILITY
DIGESTER
BULIDING
PROCESS
FACILITY
COMPOST
HEADWORKS
CONTROL
ODOR
RECEIVING STATION
NOTE 4
3305-954
0330-056G
3213-250
3215-260
3344-780
10'-0"R 10'-0" R
TYP, 18 THIS SHEET
3213-220
3212-215
3344-790
NOTE 5
NOTE 9
3216-330
NOTE 12
NOTE 2
NOTE 3
NOTE 1
174 175 176
NOTE 4
158 159
1837379.62
1837313.28
1837347.21
1837325.44
1837320.17
1837333.27
1837327.46
1837325.14
1837352.16
1837350.76
1837348.99
1837359.90
1837371.81
1837389.98
1837387.09
1837446.27
1837450.97
1837453.50
1837515.43
1837505.43
1837504.36
1837512.52
631162.96
631107.34
630988.58
631001.56
631020.82
631042.78
631065.31
631074.34
631049.62
631071.10
631077.96
631096.26
631099.22
631088.27
631132.89
631105.72
631120.64
631149.39
631176.86
631191.13
631207.71
631215.09
POINT
COORDINATE TABLE
1837308.67
1837381.78
1837424.07
1837448.33
1837341.46
1837323.33
1837354.49
1837361.79
1837373.46
1837475.13
1837461.81
1837448.21
1837452.28
1837516.74
1837459.86
1837402.77
1837391.44
1837448.53
1837361.27
1837372.60
1837289.85
1837282.05
631136.08
631154.24
631164.09
631170.11
630988.68
630999.45
631075.12
631087.24
631090.14
631021.28
631051.47
631106.20
631119.13
631175.35
631050.99
631036.81
631082.42
631096.60
631074.93
631029.31
631078.69
631137.00
POINT
COORDINATE TABLE
1837295.79
1837299.23
1837317.59
1837249.29
1837260.28
1837291.51
1837301.21
1837514.38
1837307.61
1837202.77
1837234.32
1837228.06
1837332.22
1837196.00
1837312.46
1837391.68
1837305.20
1837297.97
1837294.35
1837306.00
630994.16
630980.33
630990.04
630970.05
630972.78
631132.91
631135.32
631008.67
631070.00
630960.75
630978.90
630962.65
630988.53
631040.21
631069.14
631081.45
631077.64
631106.75
631119.94
631122.83
POINT
COORDINATE TABLE
1837251.59
1837261.62
1837557.8
1837282.97
1837470.04
1837233.23
1837244.56
1837259.65
1837262.72
1837236.31
1837247.63
POINT
COORDINATE TABLE
NOTE 10
194 NOTE 2
NOTE 7
NOTE 14
TYP
1'-0" 139
ELECTRICAL BOX, TYP
NOTE 13 NOTE 2
AREAS AND OTHER LANDSCAPE DETAILS.
OF PLANTING, GRASS SEEDING, VEGETATED
REFERENCE LANDSCAPE SHEETS FOR LOCATIONS A.
3216-315
EDGE OF GRAVEL
EDGE OF PAVEMENT
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
END OF CONC PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
END OF CONC PAVEMENT
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
PARSHALL FLUME CORNER
PARSHALL FLUME CORNER
BUILDING CORNER-20
BUILDING CORNER-20
BUILDING CORNER-22
BUILDING CORNER-22
DITCH CL, PT
DITCH CL, PC
DITCH CL, PT
DITCH CL, PC
DITCH CL
DITCH CL
DITCH CL
DITCH CL, PT
DITCH CL, PC
DITCH CL
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF GRAVEL
1837396.11
1837377.98
1837510.16
1837619.54
1837630.65
1837395.71
1837399.83
1837227.03
1837368.17
1837374.02
1837246.74
631125.59
630980.58
631011.35
631038.52
631031.83
631143.98
631150.84
630966.78
631113.94
631115.40
631002.58
NOTE: FOR ADDITIONAL COORDINATE TABLES, SEE DWG 06C2020
NOTE 11
VALLEY GUTTER CL
DITCH CL
RETAINING WALL CORNER
RETAINING WALL CORNER
RETAINING WALL CORNER
INFLUENT BOX CORNER
INFLUENT BOX CORNER
EDGE OF PAVEMENT, PC
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
CONCRETE SIDEWALK/AC
166165
NOTE 2
NOTE 1
TYP
NOTE 1,
25'-0"
AREA 1
B GYAOUROVA SITE PLAN
CIVIL
06C2001
SEE DWG 07Y2001
PARSHALL FLUME,
DWG 20S4003
INFLUENT BOX, SEE
3213-220
NOTE 15
NOTE 12
NOTE 4
NOTE 1
NOTE 15
NOTE 7
631003.79
631006.28
631260.17
631011.58
631180.59
630977.07
630979.88
630983.63
630971.26
630964.70
630967.51
CONCRETE SIDEWALK/AC
CONCRETE SIDEWALK/AC
CENTER OF MANHOLE
CONCRETE SIDEWALK/AC
CENTER OF MANHOLE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE PAVEMENT EDGE
CONCRETE PAVEMENT EDGE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
NOTE 10
NOTE 16
FENCE TO FOLLOW SPECIFICATION 32 31 13.
STAINLESS STEEL SLEEVE, GROUT IN PLACE.
4' CHAINLINK FENCE. CORE DRILL AND PLACE 16.
CONCRETE SIDEWALK15.
CONCRETE CURB14.
SPECIFICATION 32 32 17
MODULAR BLOCK GRAVITY RETAINING WALL, SEE 13.
TRENCH DRAIN12.
PAVEMENT CONNECTION11.
VALLEY GUTTER10.
CRUSHED GRAVEL9.
ASPHALT TO CONCRETE CONNECTION8.
CONCRETE PAVEMENT7.
ASPHALT PAVEMENT6.
CATCH BASIN , SEE SHEET 06C24015.
DOOR LANDING4.
STAIR LANDING, SEE SHEET 20S10303.
HVAC PAD 2.
BOLLARD1.
BEGIN TRENCH DRAIN
CONCRETE PAVEMENT EDGE
CONCRETE SIDEWALK CORNER
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
VALLEY GUTTER CL
FACE OF CURB
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
BUILDING CORNER-32
BUILDING CORNER-32
BUILDING CORNER-80
BUILDING CORNER-80
BUILDING CORNER-87
BUILDING CORNER-18
BUILDING CORNER-18
BUILDING CORNER-18
BUILDING CORNER-18
6-2 3-2
E
E
EE
E
E
E
E
E
EEE
E
E E
E
E
E
E
E E
E
E E
E
E
S
U
E
E
EE
E
E
E
E
E
EEE
CB
CB
CB
CB
CB
2 4
KEY PLAN
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
CB
CB
CB
CB
N
MATCHLINE, SEE 06C2001
POINT
COORDINATE TABLE
NOTE 2
T Y
P 9'-10"
T Y
P
20'-0"
250 251
5'-0"
208 2005
M A
T C
H L
IN
E S
E E
C
VEGETATED AREA
'-0
R
20'-0"
R
'-0
R
'-0
R
15'-0"
R
NOTE 3
NOTE 13
'-0
R
'-0
R
5' -0
R
'-0
R
5'-0"
R
NOTE 8
NOTE 7
287 288
'-0
R
TANKS
PROCESS
BUILDING
MAINTENANCE
BUILDING
ADMIN
STATION
PUMP
DRAIN
PLANT
TANK
WATER
RECLAIMED
BUILDING
PROCESS
NOTE 12
NOTE 10
3212-210
3213-240
STORAGE
EXTERIOR COVERED 286
VEGETATED AREA
STORMWATER POND
3305-954
0330-056G
3213-220
3215-260
3213-250
0330-049
3231-410
3312-770
1014-004
3344-780
NOTE 14
NOTE 12
MAIN GATE
NOTE 20
R
NOTE 7
NOTE 14
3213-220
3216-330
3344-790
3212-215
NOTE 5
NOTE 9
NOTE 17
2037 2038 2039 2040
223210
NOTE 6
NOTE 6
282256
2033255
20312024
NOTE 11
5'-0"
7'-0"
1837466.34
1837512.92
1837636.28
1837639.53
1837662.96
1837667.40
1837618.24
1837611.49
1837620.47
1837607.45
1837539.56
1837632.73
1837503.50
1837456.92
1837524.63
1837511.59
1837353.14
1837357.95
1837627.61
1837640.68
1837544.65
1837398.57
1837426.64
1837643.83
630925.57
630937.14
630967.79
630954.68
630939.91
630940.82
630834.51
630861.68
630867.00
630919.41
630950.54
630973.69
630975.06
630963.49
630940.05
630992.56
630941.69
630922.28
631029.58
630976.97
630865.97
630750.51
630747.19
630978.81
POINT
COORDINATE TABLE
1837638.92
1837652.55
1837667.90
1837587.57
1837439.05
1837403.10
1837420.87
1837423.85
1837429.22
1837410.15
1837413.78
1837426.82
1837428.94
1837423.87
1837415.45
1837410.38
1837421.84
1837421.29
1837408.72
1837402.67
1837397.78
1837405.45
1837385.32
1837403.46
POINT
COORDINATE TABLE
1837529.09
1837415.08
1837575.46
1837571.71
1837566.86
1837550.22
1837567.46
1837585.67
1837588.07
1837612.30
1837620.66
1837615.81
1837531.04
1837524.71
1837643.98
1837483.35
1837422.53
1837316.61
1837390.01
1837394.82
1837412.29
1837438.58
1837622.48
1837651.66
630922.10
630805.11
630844.95
630860.04
630858.84
630925.80
630868.86
630914.00
630935.20
630920.62
630886.97
630885.77
630859.51
630837.50
630784.48
630744.58
630726.64
630710.63
630749.47
630730.05
630735.69
630751.00
630796.69
630845.15
NOTE 9
COLUMNS, TYP
7'-0"
20'-0"
R
SEE DWG 12S1030
COVERED STORAGE
NOTE 13
NOTE 22
VEGETATED AREA
CANOPY, TYP
NOTE 17
NOTE 17
NOTE 10
4'-0"
6'-0"
NOTE 3
NOTE 15
NOTE 22
NOTE 22
2'-0
R
'-0
R
2'- 0"
R
SWALE
0552-001
3217-370
GENERAL SHEET NOTES
NOTE 19
19'-10"
NOTE 9
3'-0"
GENERATOR
08-SWBD-01
08-XFMR-01 AND ELECTRICAL MANHOLE, TYP
NOTE 14
630896.42
630920.39
630925.03
630808.63
630771.70
630771.42
630782.61
630812.44
630831.12
630824.28
630830.38
630833.62
630875.19
630866.76
630871.84
630863.41
630856.51
630852.85
630849.73
630853.33
630872.35
630889.33
630920.77
630909.95
EDGE OF PAVEMENT.PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT,PT
EDGE OF PAVEMENT,PC
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
NOTE 9
NOTE 17
25'-0"
T Y P O
F
'-0
T Y P O
F
'-0
NOTE 24
M
IN
'-0
NOTE 9
NOTE 1, TYP
NOTE 1, TYP
NOTE 4
AREA 2
B GYAOUROVA SITE PLAN
CIVIL
06C2002
TYP OF 2
TRUNCATED DOMES,
20'-0"
NOTE 27
NOTE 25
NOTE 26
NOTE 14
TYP OF 2
NOTE 16
TYP OF 2
NOTE 23
TABLES, SEE DRAWING 06C2020
NOTE: FOR ADDITIONAL COORDINATE
EXTEND ACROSS ENTIRE SIDEWALK
1.6 IN - 2.4 IN
.6
I
N M
IN
.6 I
N .4 I
N
OF THE BASE DIAMETER
TOP DIAMETER OF 50%-65%
0.9 IN -1.4 IN (23-36 MM)
BASE DIAMETER OF
.1 M
M .2 I
N
TRUNCATED DOMES
NTS
NOTE 13
NOTE 2
NOTE 18
NOTE 21
SEE DWG 07Y2002
SS LIFT STATION
0 20 40 60
Scale In Feet
NOTE 14
NOTE 2
VALLEY GUTTER CL
EDGE OF GRASS AREA
EDGE OF GRASS AREA
EDGE OF GRASS AREA
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF CONCRETE
EDGE OF CONCRETE PAVEMENT
EDGE OF CONCRETE
BEGIN VALLEY GUTTER
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
RETAINING WALL END
RETAINING WALL END
RETAINING WALL END
EDGE OF RIPRAP/AC
EDGE OF PAVEMENT,PT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT,PT
EDGE OF PAVEMENT,PC
NOTE 12
NOTE 7
NOTE 9
AREAS AND OTHER LANDSCAPE DETAILS.
OF PLANTINGS, GRASS SEEDING, VEGETATED
REFERENCE LANDSCAPE SHEETS FOR LOCATIONS
HATCHING SHOWN FOR SOME VEGETATED AREAS. A.
NOTE 28
NOTE 9
NOTE 9
NOTE 28
NOTE 7
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
SLAB CORNER
SLAB CORNER
BUILDING CORNER-12
BUILDING CORNER-12
BUILDING CORNER-10
BUILDING CORNER-10
BUILDING CORNER-88
BUILDING CORNER-88
VALLEY GUTTER CL
VALLEY GUTTER CL
VALLEY GUTTER CL
VALLEY GUTTER CL
DITCH CL
VALLEY GUTTER CL
EDGE OF GRASS AREA
CENTER OF MANHOLE
CENTER OF MANHOLE
RETAINING WALL END
NOTE 7
FENCE TO FOLLOW SPECIFICATION 32 31 13.
STAINLESS STEEL SLEEVE, GROUT IN PLACE.
4' CHAINLINK FENCE. CORE DRILL AND PLACE 28.
WHITE TRAFFIC PAINT. SEE SPECIFICATION 32 17 23.
TRAFFIC ARROW. DELINEATE WITH 9'-6" LONG 27.
10 14 00.
S-19 AND SIGNPOST, SEE SPECIFICATION SECTION 26.
32 17 23.
TRAFFIC PAINT ACROSS AISLE. SEE SPECIFICATION
STOP BAR. DELINEATE WITH 12" WIDE WHITE 25.
SPECIFICATION 32 17 23.
ACCESS AISLE. DELINEATE WITH 4" WIDE WHITE 24.
HANDICAPPED SYMBOL23.
SEE LANDSCAPE PLANS22.
ALUMINUM RAILING21.
PAVEMENT CONNECTION20.
UNDERLYING GEOTEXTILE
12" DEEP CLASS 1 GROUTED RIPRAP WITH 19.
TRENCH DRAIN18.
CATCH BASIN , SEE SHEET 06C240217.
SPECIFICATION SECTION 10 14 00
AND HANDICAPPED SIGNPOST16.
FIRE HYDRANT15.
CONCRETE SIDEWALK14.
CRUSHED GRAVEL13.
ASPHALT TO CONCRETE CONNECTION12.
CONCRETE PAVEMENT11.
ASPHALT PAVEMENT10.
VALLEY GUTTER9.
CONCRETE STAIRS ON GRADE8.
SPECIFICATION 32 32 17
MODULAR BLOCK GRAVITY RETAINING WALL, SEE 7.
SEE SPECIFICATION 32 17 23
IN APART. AVOID WHEEL PATHS WHERE POSSIBLE.
SHOULD BE 12 TO 24 IN WIDE AND SPACED 12 TO 60
CROSSWALK STRIPING. LONGITUDINAL LINES 6.
CHAINLINK FENCE5.
DOOR LANDING4.
STAIR LANDING, SEE 25S10203.
EQUIPMENT PAD2.
BOLLARD1.
6-2 3-2
E
E
EE
E
E
E
E
E
EEE
E
E E
E
E
E
E
E E
E
E E
E
CB
CB
CB
CB
CB
2 4
KEY PLAN
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
Scale In Feet
0 20 40 60
N
POINT
COORDINATE TABLE
M A
T C
H L
IN
E S
E E
C
MATCHLINE, SEE 06C2004
3212-210
DRYING BEDS
'-0
R
'-0
R
3231-410
'-0
R
NOTE 4
3213-240
3212-250
3231-425
NOTE 5 NOTE 5
NOTE 6
3344-790
20'-0"
20'-0"
20'-0"
'-0
R
NO. 1
NO. 2
NO. 3
NO. 4
AREA 3
B GYAOUROVA SITE PLAN
CIVIL
06C2003
NOTE 7
NOTE 5
NOTE 1
PLANT ACCESS ROAD. NOTE 2
CONNECTION TO FUTURE NOTE 2
R
NOTE 7
318304
POINT
COORDINATE TABLE
1836927.56
1837093.15
1837138.58
1837071.63
1836986.53
1837109.79
1837012.74
1837075.82
1836992.84
1837110.27
1837162.00
1837150.35
1837163.48
1836966.88
1837190.65
1837002.38
1837080.02
1837091.04
1837136.85
1837158.66
1837147.87
630988.82
631086.78
631061.75
631173.40
630989.20
631019.81
630995.71
631011.38
630988.70
631017.87
630942.36
630939.48
630961.29
630985.34
630968.04
631045.67
631064.97
631178.23
630993.83
630980.70
631040.59
CORNER OF FENCE
EDGE OF PAVEMENT, PC
FENCE -CONNECT TO EXST
EDGE OF PAVEMENT
EDGE OF GRAVEL
EDGE OF GRAVEL
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
DRYING BEDS CORNER-85
DRYING BEDS CORNER-85
DITCH CL
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
DITCH CL, PC
SEE 85S1032
SAND STORAGE,
NOTE 1
SLING LOAD DROP AREA
NOTE 3
VALLEY GUTTER8.
CONNECT TO EXISTING FENCE POST7.
TRENCH DRAIN6.
CONCRETE TO ASPHALT TRANSITION5.
CONCRETE PAVEMENT4.
ASPHALT PAVEMENT3.
20' WIDE CANTILEVER SLIDE GATE2.
CHAINLINK FENCE1.
3216-330
NOTE 8
EDGE OF PAVEMENT
VALLEY GUTTER CL
TOP OF BERM
TOP OF BERM
DITCH CL
DITCH CL
DITCH CL
DITCH CL
DITCH CL
VALLEY GUTTER CL
CORNER OF FENCE
CORNER OF FENCE
CORNER OF FENCE
CORNER OF FENCE
EDGE OF PAVEMENT
EDGE OF PAVEMENT
1836997.62
1837077.57
1836981.71
1837064.20
1836959.13
1836971.61
1836974.45
1836979.78
1837062.28
1837126.11
1837121.99
1837006.61
1836969.13
1836963.64
1836983.06
1837060.70
631044.12
631064.36
631108.15
631128.64
631035.49
631068.86
631103.83
631115.92
631136.41
631037.07
631185.91
631157.25
631134.46
631071.07
631102.71
631121.99
337336
6-2 3-2
E
E
EE
E
E
E
E
E
EEE
E
E E
E
E
E
E
E E
E
E E
E
CB
CB
CB
CB
CB
2 4
KEY PLAN
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
Scale In Feet
0 20 40 60
N
MATCHLINE, SEE 06C2003
POINT
COORDINATE TABLE
M A
T C
H L
IN
E S
E E
C
'-0
R
'-0
R
417 418
NOTE 4
3212-210
DRYING BEDS
NOTE 3
3231-410
3216-330NOTE 1
NOTE 2
'-0
R
NOTE 5
TOP OF POND
20'-0"
20'-0"
NO. 4
NO. 5
NO. 6
NO. 7
NO. 8
NO. 9
NO. 10
AREA 4
B GYAOUROVA SITE PLAN
CIVIL
06C2004
NOTE 6
LEVEL SPREADER. SEE DRAWING 06C24046.
UNDERLYING GEOTEXTILE
12" DEEP CLASS I GROUTED RIPRAP WITH 5.
ASPHALT PAVEMENT4.
SPECIFICATION 32 32 17
MODULAR BLOCK GRAVITY RETAINING WALL, SEE 3.
VALLEY GUTTER2.
CHAINLINK FENCE1.
1837015.41
1837048.11
1836975.03
1837067.82
1837166.81
1837191.81
1837241.41
1837253.66
1837213.50
1837100.01
1837039.43
1837058.84
1837095.19
1837160.21
1837182.10
1837201.51
1837237.85
1837082.97
1837018.10
1837042.60
1837039.64
630635.16
630604.91
630621.75
630686.87
630711.47
630822.35
630791.90
630742.78
630685.02
630656.82
630693.29
630698.11
630676.23
630692.38
630728.73
630733.55
630711.67
630652.58
630673.09
630632.25
630620.57
CORNER OF FENCE
END OF TIMBER
END OF TIMBER
CORNER OF DRYING BEDS-85
CORNER OF DRYING BEDS-85
DITCH CL
TOP OF BERM
TOP OF BERM, PC
VALLEY GUTTER CL
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT, BEGIN GRAVEL
EDGE OF PAVEMENT, PC
EDGE OF PAVEMENT, PT, VALLEY GUTTER
EDGE OF PAVEMENT, PC
EDGE OF RIPRAP
EDGE OF RIPRAP
RETAINING WALL END
CORNER OF FENCE
6-2 3-2
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
POINT
COORDINATE TABLE
POINT
COORDINATE TABLE
B GYAOUROVA COORDINATE TABLES
CIVIL
06C2020
1837353.16
1837525.35
1837414.82
1837369.74
1837393.61
1837393.37
1837639.25
1837555.04
1837580.85
1837583.58
1837598.28
1837419.70
1837434.66
1837444.27
1837435.95
1837503.28
1837425.02
1837424.27
1837430.09
1837568.72
1837437.70
1837433.36
1837564.38
1837554.13
1837532.05
1837530.91
1837551.93
630876.92
630964.10
630767.35
630894.70
630852.58
630881.57
630916.37
630906.39
630933.41
630922.41
630926.06
630925.83
630929.55
630925.24
630958.72
630981.61
630741.19
630723.48
630724.93
630815.70
630783.16
630800.62
630833.17
630910.07
630916.42
630921.00
630830.16
1837245.79
1837288.98
1837394.49
1837238.83
1837271.73
1837273.63
1837268.82
1837243.27
1837559.63
1837564.32
1837569.88
1837574.57
1837262.29
1837330.28
1837338.11
1837282.89
1837339.19
1837337.74
1837264.40
1837269.05
1837276.34
1837337.48
1837349.60
1837358.28
1837350.98
1837254.79
1837288.63
1837359.45
1837374.04
1837362.95
1837227.49
1837338.72
1837241.64
1837243.54
1837337.96
1837338.09
1837330.20
1837370.07
1837310.31
1837368.82
1837365.13
1837359.08
1837311.37
1837306.55
1837354.02
1837357.65
1837319.41
1837301.33
630809.92
630682.51
630915.33
630802.30
630724.60
630734.14
630707.98
630795.45
631007.58
631008.74
631010.13
631011.29
630734.27
630936.01
630937.95
630724.32
630738.28
630744.15
630746.52
630789.94
630802.05
630817.24
630809.95
630775.01
630762.89
630785.02
630731.95
630749.54
630773.77
630818.42
630891.50
630833.00
630834.54
630826.88
630850.33
630858.09
630889.87
630899.77
630890.08
630904.62
630918.95
630922.56
630910.70
630930.11
630941.91
630948.01
630853.45
630926.24
STORMWATER POND, TOP
FENCE, CONNECT TO EXST
FIRE HYDRANT
STORMWATER POND TOP
TOP OF BERM TOP
STORMWATER POND, TOP
CENTER OF MANHOLE
DITCH CL
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
CORNER OF CONCRETE SLAB
CENTER OF PUMP STATION
CONCRETE LANDING
CONCRETE LANDING
TOP OF BERM
BEGIN BERM TOP
BEGIN BERM TOP
STORMWATER POND TOP
STORMWATER POND BOTTOM, PT
STORMWATER POND BOTTOM, PC
STORMWATER POND BOTTOM, PT
STORMWATER POND BOTTOM, PC
STORMWATER POND BOTTOM, PT
STORMWATER POND BOTTOM, PC
END OF BERM TOP
STORMWATER POND TOP
STORMWATER POND TOP, PC
STORMWATER POND TOP, PT
STORMWATER POND TOP, PC
EDGE OF CONCRETE
STORMWATER POND, TOP
RETAINING WALL
RETAINING WALL
RETAINING WALL
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF GRAVEL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
BUILDING CORNER
BUILDING CORNER
CORNER OF WATER TANK
CENTER OF LIFT STATION
CENTER OF MANHOLE
CENTER OF MANHOLE
CENTER OF MANHOLE
CENTER OF MANHOLE
CENTER OF MANHOLE
EDGE OF CONCRETE PAVEMENT
EDGE OF CONCRETE PAVEMENT
EDGE OF CONCRETE
EDGE OF CONCRETE
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
CONCRETE SLAB CORNER
RETAINING WALL END
STAIRS TOP
STAIR LANDING
STAIR LANDING
BIOSWALE TOP
BIOSWALE TOP
BIOSWALE TOP
BIOSWALE TOP
EDGE OF GRASS AREA/AC
EDGE OF GRASS AREA/AC
EDGE OF GRASS AREA
VALLEY GUTTER CL
NO SCALE
VALLEY GUTTER CL
CENTER OF MANHOLE
DITCH CL
EDGE OF PAVEMENT
EDGE OF PAVEMENT
EDGE OF PAVEMENT
VALLEY GUTTER CL
TRENCH DRAIN
TRENCH DRAIN
VALLEY GUTTER CL
1837566.69
1837404.32
1837287.59
1837560.89
1837558.06
1837512.50
1837618.98
1837374.83
1837390.36
1837392.06
631021.78
631164.26
631075.17
631210.42
631214.71
631181.03
631034.77
631126.24
631130.10
631085.75
6-2 3-2
S
E
B U
IL
D
IN
G
S
U
E
E
EE
E
E
E
E
E
S
EE
E
E
E E
E
E
E
E
E E
E
U
E E
E
E
G T
G T
W
W
W W
W W
A C
A C
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
SUB SHEET NO.
93 94
EXISTING FACILITIES LEGEND
Scale In Feet
0 40 80
CONTROL BUILDING
PRETREATMENT, BLOWER, AND DIGESTER BUILDING
AERATION TANKS
CLARIFIER NO. 1
CLARIFIER NO. 2
FLOW EQUALIZATION TANKS
SLUDGE DRYING BEDS 1-6
RECLAMATION PLANT
BACKWASH HOLDING POND
PAD
CONCRETE
STORAGE SHED
STORAGE SHED
CHEMICAL STORAGE
MAIN GATE
NOTE 4
NOTE 1, TYP
NOTE 3
EMERGENCY GENERATOR
3125-160
3125-186
3125-165
3125-130
NOTE 3
NOTE 3
NOTE 3
NOTE 3
NOT PERMITTED
ACCESS TO THIS AREA
STORAGE SHED
PRECONSTRUCTION
B GYAOUROVA TESC PLAN
CIVIL
06C2100
BE RELOCATED
STORAGE SHEDS TO
NOTE 5
NOTE 4
NOTE 6
NOTE 7
CHAINLINK FENCE
NOTE 4
EXISTING FENCE / PROPERTY LINE
MILKWEED, NOTE 8
NOTE 4
FOR TREE PROTECTION DETAILS, SEE 06L5001.E.
TO MEET SPECIFICATIONS.
CONTRACTOR TO MANAGE STORMWATER RUNOFF D.
FENCELINE OF WASTEWATER RECLAMATION PLANT.
CONSTRUCTION BUFFER 15' OFF EXISTING C.
RUNOFF FROM THE STAGING AREA.
EXTEND ALONG ACCESS ROAD TO CAPTURE ALL
SILT FENCE, PLACED 10' OFF OF EDGE OF ROAD, TO B.
SUMMARY OF WORK.
FOR LOCATIONS. SEE SPECIFICATION 01 11 00,
SITE. COORDINATE WITH CONTRACTING OFFICER
AS OPERATIONS STORAGE WILL BE LOCATED OFF
ADDITIONAL CONTRACTOR STAGING AREAS AS WELL A.
PROTECTION AND SPECIAL CONTROLS.
SPECIFICATION 01 35 00; ENVIRONMENTAL
PROTECT FROM CONSTRUCTION ACTIVITIES. SEE 8.
STAFF DURING CONSTRUCTION.
BOXES AT AN ACCESSIBLE LOCATION FOR PARKS
RELOCATE EXISTING ELECTRICAL AND I&C CONNEX 7.
DURING CONSTRUCTION ACTIVITIES.
SPACE WITHIN STAGING AREA FOR PARKS STAFF
CONTRACTOR TO PROVIDE ADEQUATE PARKING 6.
CONSTRUCTION ENTRANCE5.
SILT FENCE4.
INLET PROTECTION3.
NOT USED2.
CHECK DAM EVERY 20'1.
FIRE BREAK LINE
ANTENNA
STORAGE SHED
SILT FENCE TO CONNECT
SOUTHERN AND WESTERN
NOTE 4
MATCHLINE
MATCHLINE
STAGING AREA
CONSTRUCTION
STAGING AREA
CONSTRUCTION
FIRE BREAK LINE
NOTE 4
14. PROVIDE AND MAINTAIN TEMPORARY GRAVEL SURFACING WITHIN STAGING AREAS FOR USE OF CONSTRUCTION VEHICLES.
COVER ALL HAUL TRUCKS CARRYING CONSTRUCTION OR MATERIALS DEBRIS TO AND FROM SITE.13.
VEHICLES AND POWER TOOLS SHALL NOT BE LEFT IDLING WHEN NOT IS USE.12.
OR DEMOLITION WORK TO MINIMIZE AIR QUALITY IMPACTS.
DUST CONTROL IS REQUIRED ON-SITE THROUGH WATERING OR OTHER APPROVED METHODS DURING GROUND DISTURBING 11.
MULCH ARE ACCEPTABLE. ON SLOPES STEEPER THAN 6H:1V EROSION CONTROL BLANKETS SHOULD RECEIVE BLANKETS.
NATIVE SEEDING TO MINIMIZE EROSION TO SOILS. ON DISTURBED VEGETATED SLOPES OF 6H:1V AND FLATTER, SEED AND
DISTURBED ON-SITE AREAS NOT RECEIVING A HARD SURFACE SHALL BE STABILIZED WITH EROSION CONTROL BLANKETS AND 10.
DEVELOP A SPILL PREVENTION AND RESPONSE PLAN.-
ESTABLISH PROPER EQUIPMENT FUELING AND MAINTENANCE PRACTICES AND AREAS.-
DESIGNATE PAINT AND CONCRETE WASHOUT AREAS.-
ESTABLISH PROPER BUILDING MATERIAL STAGING AREAS.-
PERCOLATION PONDS TO PREVENT POLLUTING OR DAMAGING THE EXISTING PONDS.
THERE ARE TO BE NO LIQUIDS, VEHICLES, EQUIPMENT OR OTHER MATERIALS STORED OR POSITIONED NEAR THE -
PROVIDE FOR WASTE MANAGEMENT AND SITE LOGISTICS.-
GOOD HOUSEKEEPING PRACTICES, PROVIDE PLANS PRIOR TO CONSTRUCTION FOR APPROVAL:
LIQUID, AND HAZARDOUS CONSTRUCTION RELATED MATERIALS AND WASTES FROM LEAVING THE SITE INCLUDING THESE
IMPLEMENT CONSTRUCTION SITE GOOD HOUSEKEEPING PRACTICES TO PREVENT POLLUTION ASSOCIATED WITH SOLID, 9.
COORDINATE LOCATIONS WITH CONTRACTING OFFICER AND PLANT STAFF DURING THE PRECONSTRUCTION MEETING.
MAINTENANCE AND CLEANING AREA, TOILET FACILITIES, AND CONCRETE TRUCK WASHOUT AREA. CONTRACTOR TO
CONTRACTOR SHALL DENOTE ON THE SUBMITTED EROSION PLAN THE TEMPORARY STORAGE AREAS, THE EQUIPMENT 8.
WITHIN 7 DAYS.
VEGETATION AND EROSION CONTROL DEVICES THAT ARE AFFECTED BY CONSTRUCTION SHALL BE REPAIRED OR REPLACED 7.
CONTRACTOR'S RESPONSIBILITY.
VEGETATION DURING CONSTRUCTION. THE COST TO REPLACE OR RESTORE DAMAGED VEGETATION SHALL BE THE
CONTRACTING OFFICER. IF DISTURBED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO EXISTING
NO VEGETATION OUTSIDE OF THE CLEARING AND GRUBBING LIMITS SHALL BE DISTURBED UNLESS APPROVED BY THE 6.
FEATURES TO ASSURE ECONOMICAL, EFFECTIVE, AND CONTINUOUS EROSION CONTROL THROUGHOUT THE PROJECT.
THE TEMPORARY EROSION CONTROL DEVICES SHALL BE COORDINATED WITH THE PERMANENT EROSION CONTROL 5.
THE SITE.
ANY STOCKPILED SOIL OR FILL MATERIAL SHALL BE LOCATED AND TREATED IN A MANNER TO PREVENT SILTS FROM LEAVING 4.
ALL TEMPORARY EROSION CONTROL DEVICES SHALL BE IN PLACE BEFORE EARTH MOVING OPERATIONS BEGIN.3.
CONTRACTOR TO SUBMIT AN EROSION CONTROL PLAN FOR APPROVAL.
CONTRACTOR SHALL TAKE ALL OTHER MEASURES TO POSITIVELY PRECLUDE EROSION MATERIALS FROM LEAVING THE SITE.
EROSION CONTROL DEVICES SHOWN ON THE DRAWINGS ARE THE MINIMUM REQUIRED THROUGH CONSTRUCTION. 2.
CONSTRUCTION AS SHOWN ON THE DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND MAINTAINING EROSION CONTROL DEVICES DURING 1.
EROSION CONTROL NOTES:
EXISTING GATE
6-2 3-2
S
E
BUI
LDIN
G
B U
IL
D
IN
G
S
U
E
E
EE
E
E
E
E
E
S
EE
E
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E E
E
E
E
E
E E
E
U
E E
E
E
G T
G T
G
G G
A S
T A
N K
W
U E
W W
W
W
W W
W W
A C
A C
S
S
W W
W
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
93 94
EXISTING FACILITIES LEGEND
CONTROL BUILDING
PRETREATMENT, BLOWER, AND DIGESTER BUILDING
AERATION TANKS
CLARIFIER NO. 1
CLARIFIER NO. 2
FLOW EQUALIZATION TANKS
SLUDGE DRYING BEDS 1-6
RECLAMATION PLANT
BACKWASH HOLDING POND
PAD
CONCRETE
EXISTING GATE
STORAGE SHED
STORAGE SHED
CHEMICAL STORAGE
NOTE 4
NOTE 1, TYP
NOTE 2
NOTE 3
EMERGENCY GENERATOR
3125-160
3125-150
3125-186
3125-165
3125-130
NOTE 4
NOTE 2
STORAGE SHED
ANTENNA
NOTE 3MAIN GATE
NOTE 3
PHASE 1
B GYAOUROVA TESC PLAN
CIVIL
06C2101
NOTE 7
NOTE 6
NOTE 4
CHAINLINK FENCE
PROTECT IN PLACE
POWER POLE,
MILKWEED, NOTE 8
NOTE 5
PROTECTION AND SPECIAL CONTROLS.
SPECIFICATION 01 35 00; ENVIRONMENTAL
PROTECT FROM CONSTRUCTION ACTIVITIES. SEE 8.
STAFF DURING CONSTRUCTION.
BOXES AT AN ACCESSIBLE LOCATION FOR PARKS
RELOCATE EXISTING ELECTRICAL AND I&C CONNEX 7.
DURING CONSTRUCTION ACTIVITIES.
SPACE WITHIN STAGING AREA FOR PARKS STAFF
CONTRACTOR TO PROVIDE ADEQUATE PARKING 6.
CONSTRUCTION ENTRANCE5.
SILT FENCE4.
INLET PROTECTION3.
EROSION CONTROL BLANKET2.
CHECK DAM1.
NOTE 4
PHASE 1 LIMITS OF CONSTRUCTION
FIRE BREAK LINE
NOTE 4
EXISTING FENCE / PROPERTY LINE
STORAGE SHED
RELOCATED
STORAGE SHEDS TO BE
CONSTRUCTION
PHASE 1 LIMITS OF
FOR TREE PROTECTION DETAILS, SEE 06L5001.E.
TO MEET SPECIFICATIONS.
CONTRACTOR TO MANAGE STORMWATER RUNOFF D.
LINE OF WASTE WATER RECLAMATION PLANT.
CONSTRUCTION BUFFER 15' OFF EXISTING FENCE C.
CAPTURE ALL RUNOFF FROM THE STAGING AREA.
EXTEND ALONG CONSTRUCTION ACCESS ROAD TO
SILT FENCE, PLACED 10' OFF OF EDGE OF ROAD, TO B.
SUMMARY OF WORK.
FOR LOCATIONS. SEE SPECIFICATION 01 11 00,
SITE. COORDINATE WITH CONTRACTING OFFICER
AS OPERATIONS STORAGE WILL BE LOCATED OFF
ADDITIONAL CONTRACTOR STAGING AREAS AS WELL A.
MATCHLINE
FIRE BREAK LINE
NOTE 4
STAGING AREA
CONSTRUCTION
MATCHLINE
STAGING AREA
CONSTRUCTION
BOUNDARY LINE
FACILITY 98 AND 99 SHOWN OUTSIDE OF
PHASE 1 LIMITS OF CONSTRUCTION
6-2 3-2
S
E
BUI
LDIN
G
B U
IL
D
IN
G
S
U
E
E
EE
E
E
E
E
E
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E E
E
E
E
E
E E
E
U
E E
E
E
G T
G T
G
G G
A S
T A
N K
W
U E
W W
W
W
W W
W W
A C
A C
S
S
W W
W
HEADWORKS
RECLAIMED WATER TANK
PROCESS TANKS
PROCESS BUILDING
22 ODOR CONTROL
ADMINISTRATION BUILDING
MAINTENANCE BUILDING
RECEIVING STATION
DIGESTER FACILITY
86 PLANT DRAIN PUMP STATION
DRYING BEDS
EXTERIOR COVERED STORAGE88
87 COMPOST FACILITY
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
93 94
CONTROL BUILDING
AERATION TANKS
CLARIFIER NO. 1
CLARIFIER NO. 2
FLOW EQUALIZATION TANKS
SLUDGE DRYING BEDS 1-6
RECLAMATION PLANT
BACKWASH HOLDING POND
MAIN GATE
3125-160
3125-150
3125-186
3125-165
3125-130
NOTE 2
EXISTING GATE
NOTE 2
NOTE 4
DIGESTER BUILDING
PRETREATMENT, BLOWER, AND
EXST FACILITIES LEGEND
NOTE 3
NOTE 4
PHASE 2 LIMITS OF CONSTRUCTION
NOTE 3
PHASE 2
B GYAOUROVA TESC PLAN
CIVIL
06C2102
GENERATOR
08-SWBD-01
08-XMFR-01 AND
CHEMICAL STORAGE
CHAINLINK FENCE
MILKWEED, NOTE 8
NOTE 7
NOTE 6
PROTECTION AND SPECIAL CONTROLS.
SPECIFICATION 01 35 00; ENVIRONMENTAL
PROTECT FROM CONSTRUCTION ACTIVITIES. SEE 8.
STAFF DURING CONSTRUCTION.
BOXES AT AN ACCESSIBLE LOCATION FOR PARKS
RELOCATE EXISTING ELECTRICAL AND I&C CONNEX 7.
DURING CONSTRUCTION ACTIVITIES.
SPACE WITHIN STAGING AREA FOR PARKS STAFF
CONTRACTOR TO PROVIDE ADEQUATE PARKING 6.
CONSTRUCTION ENTRANCE5.
SILT FENCE4.
INLET PROTECTION3.
EROSION CONTROL BLANKET2.
CHECK DAM1.
EMERGENCY GENERATOR
NOTE 3
NOTE 2 NOTE 2
NOTE 2
NOTE 1, TYP
NOTE 2 FOR TREE PROTECTION DETAILS, SEE 06L5001.E.
TO MEET SPECIFICATIONS.
CONTRACTOR TO MANAGE STORMWATER RUNOFF D.
LINE OF WASTE RECLAMATION PLANT.
CONSTRUCTION BUFFER 15' OFF EXISTING FENCE C.
CAPTURE ALL RUNOFF FROM THE STAGING AREA.
EXTEND ALONG CONSTRUCTION ACCESS ROAD TO
SILT FENCE, PLACED 10' OFF OF EDGE OF ROAD, TO B.
SUMMARY OF WORK.
FOR LOCATIONS. SEE SPECIFICATION 01 11 00,
SITE. COORDINATE WITH CONTRACTING OFFICER
AS OPERATIONS STORAGE WILL BE LOCATED OFF
ADDITIONAL CONTRACTOR STAGING AREAS AS WELL A.
FIRE BREAK LINE
NOTE 5
NOTE 1, TYP
NOTE 4
PHASE 2 LIMITS OF CONSTRUCTION
CONSTRUCTION
PHASE 2 LIMITS OF
MATCHLINE
MATCHLINE
STAGING AREA
CONSTRUCTION
FIRE BREAK LINE
NOTE 4
STAGING AREA
CONSTRUCTION
6-2 3-2
BUI
LDIN
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B U
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D
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S
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G T
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G G
A S
T A
N K
W
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W W
W
W
W W
W W
A C
A C
S
S
W W
W
HEADWORKS
RECLAIMED WATER TANK
PROCESS TANKS
PROCESS BUILDING
22 ODOR CONTROL
ADMINISTRATION BUILDING
MAINTENANCE BUILDING
RECEIVING STATION
DIGESTER FACILITY
86 PLANT DRAIN PUMP STATION
DRYING BEDS
EXTERIOR COVERED STORAGE88
87 COMPOST FACILITY
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
CB
CB
CB
CB
CB
0 6
6770 6770
0 30 60 90
EXISTING GATE
MAIN GATE
BIOSWALE
STABILIZED EARTH
STORMWATER POND
86 PUMP STATION
PLANT DRAIN
RESTORATION.
SEE CIVIL AND LANDSCAPE DRAWINGS FOR SITE B.
CONDITIONS.
SHALL BE RETURNED TO PREDEVLOPMENT
STAGING AREA. CONTRACTOR STAGING AREA
SURFACE RESTORATION FOR CONSTRACTOR A.
OUTLET CONTROL
PERMANENT STABILIZATION
B GYAOUROVA TESC PLAN
CIVIL
06C2103
GENERATOR
08-SWBD-01
08-XMFR-01 AND
NOTE 1
NOTE 1
NOTE 1
NOTE 1
NOTE 1
EROSION CONTROL BLANKET1. 3125-150
FIRE BREAK LINE
NOTE 1
6-2 3-2
BUI
LDIN
G
B U
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D
IN
G
E
S
U
E
E
EE
E
E
E
E
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S
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E E
E
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E
E
E E
E
U
E E
E
E
G T
G T
G
G
W
U E
W W
W
W
W W
W W
A C
A C
S
S
W W
HEADWORKS
RECLAIMED WATER TANK
PROCESS TANKS
PROCESS BUILDING
22 ODOR CONTROL
ADMINISTRATION BUILDING
MAINTENANCE BUILDING
RECEIVING STATION
DIGESTER FACILITY
86 PLANT DRAIN PUMP STATION
DRYING BEDS
EXTERIOR COVERED STORAGE88
87 COMPOST FACILITY
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
CB
CB
CB
CB
CB
0 6
6770 6770
EXISTING GATE
INFLUENT MANHOLE
AREA 1 AREA 3
AREA 4AREA 2
EXISTING FENCE / PROPERTY LINE
RECEIVING STATION SUMP
MAIN GATE
COVERED STORAGE
STORMWATER POND
BIOSWALE
GRIT REMOVAL AND PUMP
GENERATOR
MANHOLE, TYP
ELECTRICAL
OVERALL
B GYAOUROVA GRADING PLAN
CIVIL
06C2400
08-SWBD-01
08-XFMR-01 AND
PARSHALL FLUME
CHAINLINK FENCE
MODULAR BLOCK WALL
MODULAR BLOCK WALL
MODULAR BLOCK WALL
MODULAR BLOCK WALL
6-2 3-2
E
E
EE
E
E
E
E
E
EEE
E
E E
E
E
E
E
E E
E
E E
E
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BUI
LDIN
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B U
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D
IN
G
E
E E
E
E
E
E
E E
E
U
E E
E
E
G T
G T
G G
A S
T A
N K
G
W
U E
W W
W
S
W W
W
CB
CB
CB
CB
CB
2 4
KEY PLAN
P L
O T D
A T
E
P L
O T T
IM
E
-J
U N -2
:1
OF
175376
0" 1"
BAR MEASURES 1" LONG
FULL SIZE DRAWINGS = 22"x34"
G R
C A -2
GRAND CANYON, SOUTH RIM
TITLE OF SHEETSUB SHEET NO.DESIGNED:
TECH. REVIEW:
CADD:
DATE:
DRAWING NO.A/E FIRM
SHEET
S S /V
COMPANY
SERVICES
GOVERNMENT
JACOBS
S o u th R im \4 D e li v e ry \4
C
A D D e s ig n \G
R C
A \2
\M ic ro s ta ti o n V i
D ra w in g s \C
IV
IL
\0
C
D .d g n
C
O M
P L E
T E C
O N
S T
R U
C T
IO
N D
O C
U M
E N
T S
CB
Scale In Feet
0 20 40 60
RECEIVING STATION SUMP
N
EXISTING FENCE / PROPERTY LINE
MATCHLINE, SEE 06C2402
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