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HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET OF
X-995-MDG22x34
Know what's below.before you dig.Call
R
PREPARED FOR:
LOCATION MAP
SCALE: N.T.S.
NO.
SHEET
INDEX OF SHEETS
NO.
DRAWING
DESCRIPTION
DRAWING
TITLE SHEET
SITE PLAN
GRADING PLAN
OVERALL UTILITY PLAN
LANDSCAPE PLAN
PRESENTATION ELEVATIONS
ARCHITECTURAL SITE PLAN
SITE DETAILS
ELECTRICAL SITE PLAN
ELECTRICAL SITE PHOTOMETRIC CALCULATIONS
EXTERIOR LIGHT FIXTURES CUT SHEETS
TS01
SP01
GR01
UT01
LS01
SK2.0
SP1.0
SP1.1
E1.1
E1.2
E1.3
1
2
3
4
5
6
7
8
9
10
11
BENCHMARK:
BASIS OF BEARING:
BASIS OF BEARINGS: BEARINGS ARE BASED ON GRID BEARINGS OF THE COLORADO STATE PLANE
CENTRAL ZONE, BASED ON THE EAST LINE OF LOT 1178 OF THE PLAT OF WOODMEN HILLS FILING NO. 10
AS RECORDED ON JULY 13, 2001 IN THE OFFICE OF THE EL PASO COUNTY CLERK AND RECORDER UNDER
RECEPTION NUMBER 201098618, MONUMENTED ON THE NORTH END BY A FOUND 2-1/2" ALUMINUM CAP
STAMPED "PLS 38160" AND ON THE SOUTH END BY A FOUND 1-1/2" ALUMINUM CAP STAMPED "PLS 32822",
AND BEARS SOUTH 00°24'21" EAST A DISTANCE OF 1116.46 FEET.
BENCHMARK IS DERIVED FROM AN ONLINE POSITIONING USER SERVICE PROVIDED BY THE NATIONAL
GEODETIC SURVEY PERFORMED ON A SET #5 REBAR LOCATED ON THE EAST SIDE OF EASTONVILLE ROAD
NEAR THE SOUTH PCR APPROXIMATELY 20 FEET SOUTH OF A SANITARY MANHOLE AND 12 FEET EAST OF A
FIRE HYDRANT. THE ELEVATION DERIVED FROM THE STATIC SOLUTION IS 6960.52 U.S. SURVEY FEET (NAVD 88).
VICINITY MAP
SITE
STAPLETON DR.
JUDGE ORR RD.
E WOODMEN RD.
ME
RID
IA
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COLORADO
SPRINGS
MONUMENT
PEYTON
CALHAN
TO DENVER
TO PUEBLO
LIBERTY
TREE
ACADEMY
FALCON
24
25
INTERSTATE
94
83
E WOODMEN RD
July 2, 2018 5:31:45 PM
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R:\18.995.001 (Liberty Tree Academy)\Dwg\Site Development Plan\TS01_SDP.dwg
LIBERTY TREE ACADEMY
TOWN OF PEYTON, EL PASO COUNTY
SITE DEVELOPMENT PLAN
TITLE SHEET
FINAL
18.995.001
ACR
ACR
DRK
JUNE 2018
1 11 TS01
LIBERTY TREE ACADEMY
SITE DEVELOPMENT PLAN
TOWN OF PEYTON, EL PASO COUNTY
JUNE 2018
1
MATRIX DESIGN GROUP
1601 BLAKE STREET, SUITE 200
DENVER, CO. 80202
PH: 303-572-0200
FAX: 303-572-0202
CONTACT: DAVE KLINE, P.E., PTOE
CIVIL ENGINEER
MATRIX DESIGN GROUP
1601 BLAKE STREET, SUITE 200
DENVER, CO. 80202
PH: 303-572-0200
FAX: 303-572-0202
CONTACT: TERESA ROBERSON
LANDSCAPE ARCHITECT
SCALE: N.T.S.
EL PASO COUNTY:
COUNTY PLAN REVIEW IS PROVIDED ONLY FOR GENERAL CONFORMANCE WITH COUNTY DESIGN
CRITERIA. THE COUNTY IS NOT RESPONSIBLE FOR THE ACCURACY AND ADEQUACY OF THE DESIGN,
DIMENSIONS, AND/OR ELEVATIONS WHICH SHALL BE CONFIRMED AT THE JOB SITE. THE COUNTY
THROUGH THE APPROVAL OF THIS DOCUMENT ASSUMES NO RESPONSIBILITY FOR COMPLETENESS
AND/OR ACCURACY OF THIS DOCUMENT.
FILED IN ACCORDANCE WITH THE REQUIREMENTS OF THE EL PASO COUNTY LAND DEVELOPMENT CODE,
DRAINAGE CRITERIA MANUAL, VOLUMES 1 AND 2, AND ENGINEERING CRITERIA MANUAL AS AMENDED.
IN ACCORDANCE WITH ECM SECTION 1.12, THESE CONSTRUCTION DOCUMENTS WILL BE VALID FOR
CONSTRUCTION FOR A PERIOD OF 2 YEARS FROM THE DATE SIGNED BY THE EL PASO COUNTY ENGINEER.
IF CONSTRUCTION HAS NOT STARTED WITHIN THOSE 2 YEARS, THE PLANS WILL NEED TO BE
RESUBMITTED FOR APPROVAL, INCLUDING PAYMENT OF REVIEW FEES AT THE PLANNING AND
COMMUNITY DEVELOPMENT DIRECTORS DISCRETION.
__________ ______________________________ _________________
JENNIFER IRVINE, P.E. DATE
OWNER/DEVELOPER'S STATEMENT:
I, THE OWNER/DEVELOPER HAVE READ AND WILL COMPLY WITH ALL OF THE REQUIREMENTS SPECIFIED IN
THESE DETAILED PLANS AND SPECIFICATIONS.
__________ ______________________________ _________________
LIBERTY TREE ACADEMY COMPANY DATE
DESIGN ENGINEER'S STATEMENT:
THESE DETAILED PLANS AND SPECIFICATIONS WERE PREPARED UNDER MY DIRECTION AND
SUPERVISION. SAID PLANS AND SPECIFICATIONS HAVE BEEN PREPARED ACCORDING TO THE CRITERIA
ESTABLISHED BY THE COUNTY FOR DETAILED ROADWAY, DRAINAGE, GRADING AND EROSION CONTROL
PLANS AND SPECIFICATIONS, AND SAID PLANS AND SPECIFICATIONS ARE IN CONFORMITY WITH
APPLICABLE MASTER DRAINAGE PLANS AND MASTER TRANSPORTATION PLANS. SAID PLANS AND
SPECIFICATIONS MEET THE PURPOSES FOR WHICH THE PARTICULAR ROADWAY AND DRAINAGE
FACILITIES ARE DESIGNED AND ARE CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. I ACCEPT
RESPONSIBILITY FOR ANY LIABILITY CAUSED BY ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS ON MY
PART IN PREPARATION OF THESE DETAILED PLANS AND SPECIFICATIONS.
__________ ______________________________ _________________
DAVID KLINE, P.E., PTOE DATE
24
LEGAL DESCRIPTION:
LOT 1178, WOODMEN HILLS FILING NO. 10
COUNTY OF EL PASO
STATE OF COLORADO
LAND USE SUMMARY
PARCEL AREA: 10.7 acres
PROJECT AREA: 3.4 acres
BUILDING AREA (PHASE 1): 41,585 sf
FAR: 0.28
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DROP OFF / PICK UP
FIRE LANE
FIRE LANE
PROPERTY LINE
PR BUILDING
FUTURE EXPANSION
(STABILIZED PAD)
PLAYGROUND
FLAG
POLE
APPROXIMATE
LIMITS OF POND
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10' PR PUBLIC UTILITIES &
DRAINAGE EASEMENT
10' PR ROW
30'
18'
10'
20'
35.63'
WROUGHT IRON FENCE
W/ MASONRY COLUMNS @ 8' O.C.
6
10
9
10
10
MULCH TURF
25' WATER EASEMENT
25' WATER EASEMENT
25' SS EASEMENT
25' WATER EASEMENT
9'
1
8
'
9
'
2
4
'
10'
20'
30'
20'10'
5
BIKE
RACK
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET OF
X-995-MDG22x34
X-995-PR-BASE
X-995-EX-BASE
X-995-EX-MAP
X-995-PR-UTIL
LTA OVERALL FIRST FLOOR PLAN 6-7-18
Know what's below.before you dig.Call
R
PREPARED FOR:
7/2/2018 5:31 PM
----
R:\18.995.001 (Liberty Tree Academy)\Dwg\Site Development Plan\SP01_SDP.dwg
LIBERTY TREE ACADEMY
TOWN OF PEYTON, EL PASO COUNTY
SITE DEVELOPMENT PLAN
SITE PLAN
18.995.001
ACR
ACR
DRK
JUNE 2018
11 SP01
2
2
SCALE IN FEET
ORIGINAL SCALE
030 6030
N
NOTE:
THE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED THEMSELVES WITH ALL
CURRENT ACCESSIBILITY CRITERIA AND SPECIFICATIONS AND THE PROPOSED PLAN
REFLECTS ALL SITE ELEMENTS REQUIRED BY THE APPLICABLE ADA DESIGN STANDARDS
AND GUIDELINES AS PUBLISHED BY THE UNITED STATES DEPARTMENT OF JUSTICE.
APPROVAL OF THIS PLAN BY EL PASO COUNTY DOES NOT ASSURE COMPLIANCE WITH
THE ADA OR ANY REGULATIONS OR GUIDELINES ENACTED OR PROMULGATED UNDER OR
WITH RESPECT TO SUCH LAWS.
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PROPERTY LINE
PR BUILDING
FFE= 6955.50
FUTURE EXPANSION
(STABILIZED PAD)
PLAYGROUND
TRASH
ENCLOSURE
W/ CONC APRON
PR RETAINING/SCREEN WALL
(5'± MAX)
3'-4" SQUARE PEIRS AT
ENDS OF WALL (TYP)
E
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10' PR PUBLIC UTILITIES &
DRAINAGE EASEMENT
10' PR ROW
6
9
5
5
6
9
5
4
6
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6
6950
6950
6951
6951
6952
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5
695
5
6
9
5
1
6
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2
6
9
5
3
6
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5
4
6950
6955
6955
6949
6951
695269536954
6
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5
0
6
9
4
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6
9
4
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6
9
5
1
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2
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5
0
6
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6
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6
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4
8
6
9
4
9
6
9
5
1
6
9
5
5
6
9
5
5
6953
6
9
5
4
6
9
5
2
6
9
5
5
6
9
5
6
6955
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET OF
X-995-MDG22x34
X-995-PR-BASE
X-995-EX-BASE
X-995-EX-MAP
X-995-PR-UTIL
X-995-PR-GRAD
LTA OVERALL FIRST FLOOR PLAN 6-7-18
Know what's below.before you dig.Call
R
PREPARED FOR:
7/2/2018 5:32 PM
----
R:\18.995.001 (Liberty Tree Academy)\Dwg\Site Development Plan\GR01_SDP.dwg
LIBERTY TREE ACADEMY
TOWN OF PEYTON, EL PASO COUNTY
SITE DEVELOPMENT PLAN
GRADING PLAN
18.995.001
ACR
ACR
DRK
JUNE 2018
11 GR01
3
3
SCALE IN FEET
ORIGINAL SCALE
030 6030
N
E
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PROPERTY LINE
PR BUILDING
FUTURE
EXPANSION
PLAYGROUND
TRASH ENCLOSURE
W/ CONC APRON
PR POND OUTLET
STRUCTURE
PR 8" WATER (TYP)
PR FH ASS'Y (TYP)
15'
15'
15' 15'
PR 2-1/2" WATER SERVICE
PR 6" FIRE LINE
10'
25' WATER EASEMENT
25' WATER EASEMENT
PR 18" FES
& RIPRAP
PR RETAINING/SCREEN WALL
10' PR PUBLIC UTILITIES &
DRAINAGE EASEMENT
10' PR ROW
PR 18" RCP
25' SS EASEMENT
PR 6" SOLID PVC
PR 6" SOLID PVC
ROOF DRAIN
PR 6" PERF PVC UNDERDRAIN
(PLAYGROUND AREA ONLY)
PR 8" WATER (TYP)
25' WATER EASEMENT
PR IRRIGATION METER
(STANDARD DETAIL W-38)
PR 6" SS
PR COMMUNICATIONS
PR ELECTRIC LINE
PR TRICKLE CHANNEL
PR GAS
PR 4" SOLID PVC
ROOF DRAIN
PR SPILLWAY
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
SEAL
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET OF
X-995-MDG22x34
X-995-PR-BASE
X-995-EX-BASE
X-995-EX-MAP
X-995-PR-UTIL
LTA OVERALL FIRST FLOOR PLAN 6-7-18
Know what's below.before you dig.Call
R
PREPARED FOR:
7/2/2018 5:32 PM
----
R:\18.995.001 (Liberty Tree Academy)\Dwg\Site Development Plan\UT01_SDP.dwg
LIBERTY TREE ACADEMY
TOWN OF PEYTON, EL PASO COUNTY
SITE DEVELOPMENT PLAN
OVERALL UTILITY PLAN
18.995.001
ACR
ACR
DRK
JUNE 2018
11 UT01
4
4
SCALE IN FEET
ORIGINAL SCALE
030 6030
N
6
9
5
5
6
9
5
4
6
9
5
6
6950
6950
6951
6951
6952
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6
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6
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6
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6
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1
6
9
5
2
6
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5
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6
9
5
4
6
9
5
5
695
5
6
9
5
1
6
9
5
2
6
9
5
3
6
9
5
4
6950
6955
6955
6949
6951
695269536954
6
9
5
0
6
9
4
8
6
9
4
9
6
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5
1
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6953
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6955
PARKING LOT
SCREENING,
3' HT. MIN., TYP.
TREE BUFFER WITH
NATIVE GRASS SEED
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DROP OFF / PICK UP
FIRE LANE
FIRE LANE
PROPERTY LINE
PROPOSED BUILDING
FUTURE EXPANSION
(STABILIZED PAD)
PLAYGROUND
E
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10' PR PUBLIC UTILITIES &
DRAINAGE EASEMENT
10' PR ROW
MULCH TURF
TRASH ENCLOSURE
(3) FRG
(3) AWS
(13) BHJ
(13) BHJ
(1) FRG
(27) SC
(1) GSL
(1) GSL
(4) AWS
(3) GSL
(1) GSL
(5) AWS
(2) SH
(7) PP
(3) PYP(2) PYP
(1) AP
(5) RMJ
(7) WHT
(5) RMJ
(7) WHT
(5) RMJ
(96) AC
(3) RC
(15) JP
(1) RC
(5) SSC
(16) DKL
(1) WH
(4) AWS
(1) WH
(4) AWS
(1) WH
(6) AWS
(3) AP
(1) SH
(2) SH
(3) SS
(1) NP
(3) HSJ
(2) AP
(2) SS
(3) PP
(1) NP
(2) AP
(1) NP
(1) PP
(3) WHT
(2) PP
(2) WHT
(3) AP
CORNER VISIBILITY
TRIANGLE, TYP
PROJECT
MONUMENT
SIGN
ENTRY
PLAZA
HORIZ.
VERT.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE
DATE ISSUED: DRAWING No.
FOR AND ON BEHALF OF
MATRIX DESIGN GROUP, INC.
PROJECT No.
PREPARED BY:
REFERENCE
DRAWINGS
FILE NAME:
CTB FILE:
PLOT DATE:
THIS DRAWING IS CURRENT AS OF PLOT DATE AND MAY BE SUBJECT TO CHANGE.
COMPUTER FILE MANAGEMENT
No. DATE DESCRIPTION BY
REVISIONS
SHEET KEY
N
SHEET OF
X-995-MDG22x34
X-995-PR-BASE
X-995-EX-BASE
X-995-EX-MAP
X-995-PR-GRAD
X-995-PR-LANDSCAPE
Planting Details
LTA OVERALL FIRST FLOOR PLAN 6-7-18
Know what's below.before you dig.Call
R
PREPARED FOR:
7/2/2018 1:23 PM
----
R:\18.995.001 (Liberty Tree Academy)\Dwg\Site Development Plan\LS01_SDP.dwg
LIBERTY TREE ACADEMY
TOWN OF PEYTON, EL PASO COUNTY
SITE DEVELOPMENT PLAN
LANDSCAPE PLAN
18.995.001
ACR
ACR
DRK
JUNE 2018
11 LS01
5
5
SCALE IN FEET
ORIGINAL SCALE
030 6030
N
LANDSCAPE LEGEND
DECIDUOUS SHADE TREE
EVERGREEN TREE
ORNAMENTAL TREE
DECIDUOUS MULTI-STEM TREE
UPRIGHT JUNIPER
3" DEPTH RIVER GRAVEL MULCH
OVER WEED BARRIER FABRIC
NATIVE GRASS SEEDING
DECIDUOUS SHRUBS, 5 GAL.
EVERGREEN SHRUBS, 5 GAL.
ORNAMENTAL GRASS, 5 GAL.
STEEL LANDSCAPE EDGER
PLEASE REFER TO SHEET LS02 FOR PROJECT
DATA, PLANT LEGEND, AND LANDSCAPE NOTES
PROJECT LIMIT OF WORK
WH
FT
T
WH
DN
DN
MRP
SS
M
SANITARY MANHOLERIM: 6956.69'10"PVC INV (NE): 6943.09'12"PVC PLUG INV (SW): 6942.99'10"PVC INV (W): 6942.89'
SANITARY MANHOLERIM: 6955.70'
10"PVC INV (NE): 6942.55'10"PVC INV (E): 6942.55'
10"PVC INV (SW): 6942.50'
STORM MANHOLERIM: 6950.83'24"RCP INV (NW): 6947.19'24"RCP INV (S): 6946.99'
LOT 1084WOODMEN HILLSFILING NO. 10
(REC. 201098618)
STOGNER BILL H. &STOGNER MARIE L.12569 MOTLEY RD.
ITEM 16,10' PUBLIC UTILITIES & DRAINAGE EASEMENT(REC. NO. 201098618)
ITEM 16,10' PUBLIC UTILITIES & DRAINAGE EASEMENT(REC. NO. 201098618)
ITEM 16,20' PUBLIC UTILITIES & DRAINAGE EASEMENT
(REC. NO. 201098618)
PW8 PW8PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8
PW8PW
8
PW
8P
W8
PW
8
PW
8
PW8
PW8
PW8
PW8
PW
8P
W8
PW8 PW8PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8 PW8
PW8
PW8
PW
8P
W8
PW
8P
W8
PW8
PW8
PW6 PW6PW6 PW6PW PWPW PW
PSD PSDPSD PSD PSD PSD PSD PSD PSD PSD
PS
DP
SD
PSD PSDPSD PSD PSD PSD PSD PSD PSD
PSD PSD
WH
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DN
MRP
SS
M
SANITARY MANHOLERIM: 6963.93'10"PVC INV (N ): 6945.98'10"PVC INV (S): 6945.88'
SANITARY MANHOLERIM: 6960.17'10"PVC INV (N ): 6944.87'10"PVC INV (S): 6944.77'
SANITARY MANHOLERIM: 6957.87'10"PVC IN V (NE): 6944.02'10"PVC IN V (SW): 6943.92'
SANITARY MANHOLERIM: 6956.69'10"PVC IN V (NE): 6943.09'12"PVC PLUG INV (SW): 6 942.99'10"PVC IN V (W): 6942.89'
SANITARY MANHOLERIM: 6955.70'
10"PVC IN V (NE): 6942.55'10"PVC IN V (E): 6942.55'
10"PVC IN V (SW): 6942.50'
SANITARY MA NHOLERIM: 6950.28'
10"PVC IN V (NE): 6937.78'10"PVC IN V (NW): 6937.78'10"PVC IN V (SW): 6937.58'
STORM MANHOLERIM: 6949.44'
24"RCP INV (NE&NW):
30"RCP INV (S):CENTER OF MANHOLE INVER T: 6944.74'
STORM M ANHOLERIM: 6950.83'24"RCP INV (NW): 6947.19'24"RCP INV (S): 6946.99'
STORM INLETRIM: 6951.00'
24"RCP INV (E): 6948.1
LOT 1069WOODMEN HILLSFILING NO. 10
(REC. 201098618)
CHAN SHING YIP12495 TEX TAN RD.
LOT 1070WOODMEN HILLSFILING NO. 10
(REC. 201098618)
EWING HOWARD A JR.12496 TEX TAN RD.
LOT 1084WOODMEN HILLSFILING NO. 10
(REC. 201098618)
STOGNER BILL H. &STOGNER MARIE L.12569 MOTLEY RD.
LOT 1085WOODMEN HILLSFILING NO. 10
(REC. 201098618)
AUTHEN JAMES W. JR.CAUTHEN SHAWNA12570 MOTLEY RD.
LOT 1102WOODMEN HILLSFILING NO. 10
(REC. 201098618)
NELSON LAURA L.NELSON DAVID M.
12595 SNAFFLE BIT RD.
LOT 1103WOODMEN HILLSFILING NO. 10
(REC. 201098618)
WELCH PERRY W.12596 SNAFFLE BIT RD.
LOT 1178WOODMEN HILLS FILING
NO. 10(REC. 201098618)
GATHERING STONESCOMMUNITY CHURCH INC.8579 EASTONVILLE RD.
LOT 1179WOODMEN HILLS FILING NO. 10
(REC. 201098618)
FAULKNER JOSHUAALVERSON-FAULKNER DONNA
8555 EASTONVILLE RD.
ITEM 17,240' DRAINAGE EASEMENT(REC. NO.s 205110280 & 205137760)
ITEM 16,10' PUBLIC UTILITIES & DRAINAGE EASEMENT(REC. NO. 201098618)
ITEM 16,10' PUBLIC UTILITIES & DRAINAGE EASEMENT(REC. NO. 201098618)
ITEM 16,20' PUBLIC UTILITIES & DRAINAGE EASEMENT
(REC. NO. 201098618)
ITEM 16,10' PUBLIC UTILITIES &DRAINAGE EASEMENT(REC. NO. 201098618)
EAS
TON
VIL
LE R
OAD
80' P
UB
LIC
RIG
HT-O
F-W
AY
FIRE LANE
PLAY AREATURF
3,800 SF
DROP OFF LANE
H.C.
IN
DROP OFF LANE
COVERED ENTRY
EASTO
NVIL
LE R
D.
DRAINAGE EASEMENT
6
5
11
8
10 10
NEW BUILDING (PHASE I)
LEVEL 1: 25,010 SFLEVEL 2: 14,366 SFTOTAL: 39,376 SF
COVERED PORCHES: 2,209 SF
NEW BUILDING (PHASE II)
LEVEL 1: 5,694 SFLEVEL 2: 5,509 SF
TOTAL: 11,203 SF
COVERED PORCHES: 233 SF
40' - 0"5' - 4 1/4"
30
' - 9
1/8
"6
' - 0
"
MULCH FALL PROTECTION
1,230 SF
SP1.11
FDC
SES
20
' - 0
"1
0' -
0"
30' - 0"
11' - 2"
7' -
5"
6' -
6"
10
' - 0
"2
0' -
0"
TY
P.
18
' - 0
"
6"
6' -
0"
10' - 0"
14' - 0"
18' - 0"
SP1.14
SP1.04
5
SP1.024' - 0"
2
3
3
3
TYP.
4
10' PUBLIC UTILITIES AND DRAINAGE EASEMENT
10' P
UBLI
C U
TILI
TIE
S A
ND
DR
AIN
AG
E E
ASEM
EN
T
TYP.
6
7
9
TYP.
10
TYP.
10
TYP.
10
TYP.
12
TYP.
13
14
15
TYP.
16
TYP.
17TYP.
1819
20
TYP.
21
SP1.15
SP1.16
TYP.
9' - 0"
22
TYP.
1
TYP.
11
1:12 MAXSP1.17
A7.111
CMU WALL +72" ABOVE LOWEST ADJACENT GRADE
1:12 MAX
SP1.17
A7.111
9' - 0
"
10
' - 0
"
10
' - 0
"
10' - 0"
10' -
0"
1' - 6"
10' - 0"
SS E
ASEM
EN
T
25' -
0"
WATER
EASEM
EN
T
25' -
0"
WA
TE
R E
AS
EM
EN
T
25
' - 0
"
WATER EASEMENT
25' - 0"
BUILDING INFORMATIONGROSS FLOOR AREA: 39,376 S.F.NUMBER OF STORIES: 2MAXIMUM HEIGHT: 30'-0"
PROJECT DATA
PARKING REQUIRED PER TABLE 6-2 ELEMENTARY OR JR HIGH: 2 SPACES PER CLASSROOM
REQUIRED PARKING SIZE 9X18 2' OVERHANG
NEW PARKING REQUIRED PER TABLE 6-2: (2 SPACES/CLASS ROOM) 22 C.R. X 2 = 44 STALLS NEW PARKING PROVIDED: 50 STALLS REQUIRED ADA PARKING SPACES: 2 STALLSADA PARKING SPACES PROVIDED: 2 STALLS
ON SITE QUEUE LENGTH: 1,240 L.F.
PARKING DATA
REQUIRED BIKE PARKING 5% OF VEHICLE PARKING SPACES (49 X .05): 3 SPACESPROVIDED BIKE PARKING: 5 SPACES
BIKE PARKING
PARCEL #: 4232302001ZONING: RR-5
MAXIMUM LOT COVERAGE 25%MAXIMUM HEIGHT 30'SETBACKS 25' FRONT, REAR, SIDE.
UN
DE
VE
LO
PE
D
EASTO
NVIL
LE R
D.
DR
AIN
AG
E E
AS
EM
EN
T
SP1.01
1. ACCESSIBLE PARKING SPACE PER CIVIL DRAWINGS.
2. FIRE RISER ENTRANCE. PROVIDE FIRE RISER ROOM SIGNAGE.
3. FIRE HYDRANT PER CIVIL DRAWINGS.
4. SITE LIGHTING FIXTURES, SEE ELECTRICAL DRAWINGS.
5. WATER METER PER CIVIL PLANS.
6. PROPERTY LINE.
7. 25' HIGH FLAG POLE.
8. BACKFLOW PREVENTER PER CIVIL PLANS.
9. INTEGRAL COLOR CMU SCREEN WALL OVER RETAINING WALL. SEE TYPICAL SITE WALL DETAIL.
10. CONCRETE CURB PER DETAILS. PAINTED RED CURB WITH "NO PARKING FIRE LANE" IN 4" WHITE LETTERS ON FACE OF THE CURB SPACED 80' ON CENTER FOR FIRE LANE DESIGNATION AS INDICATED WITH DASHED LINE.
11. CONCRETE RAMP PER CIVIL DRAWINGS
12. CMU PILLAR AND WROUGHT IRON FENCE PER DETAIL.
13. W.I. GATE WITH KEY F.O.B. AND PANIC HARDWARE PER DETAIL.
14. SCORED CONCRETE WITH CONTROL JOINTS 6'-0" O.C., PATTERN PER PLAN.
15. PROVIDE FLUSH-MOUNTED KNOX BOX, MODEL NO. 3200 SERIES @ +6'-0" A.F.F. ORDER AND INSTALL PER LOCAL FIRE DEPARTMENT REQUIREMENTS
16. TRASH ENCLOSURE GATE PER DETAIL, PROVIDE 6.33" STEEL BOLLARDS 60" ABOVE GRADE, SPACED PER DETAIL. FULL GROUT AND CROWN TOP PRIMED AND PAINTED LIGHT TAN.
17. DECOMPOSED GRANITE PER LANDSCAPE PLANS.
18. UNDERGROUND STORM DRAIN PER CIVIL DRAWINGS.
19. CYCLOOPS 2170-5 BICYCLE PARKING
20. PLAY STRUCTURE BY OWNER GC TO COORDINATE INSTALLATION.
21. ELECTRICAL TRANSFORMER.
22. MONUMENT SIGN LOCATION, (UNDER SEPARATE PERMIT AND SUBMITTAL)
SITE PLAN KEYNOTES:
LINE OF W.I. FENCE BEYOND
1/2" EXPANSION JOINT MATERIAL
CONCRETE SLAB WITH THICKENED TURN DOWN EDGE.
INTEGRAL COLOR CMU (PEACH BY
SUPERLITE) GROUTED SOLID.
REINFORCING PER STRUCTURAL DETAIL
90/S1.8
SEE CIVIL FOR FINISHED ELEVATIONS
2" 2'-0" 2"
CONCRETE FOOTING PER STRUCTURAL
DETAIL 90/S1.8
PIER SLOPE PRECAST CAP
6'-0
"
NOTE:ALL CMU IS 8"X16"X8", COLORS AND FINISH BY SUPERLITE.
6' - 0" 6' - 0" 4' - 0" 6' - 0"
AB C B B
4' -
0"
1' -
4"8
"
2' -
0"
1' -
4"8
"1
' - 4
"8
"
LEGEND
A:CMU SINGLE SCORE, COLOR:BONEB.CMU SPLIT FACE, COLOR: COCOA BROWNC.CMU STANDARD, COLOR:PEACH
RE
TA
ININ
G
VA
RIE
S6
' - 0
"
A
C
REFRENCE DETAIL 89 AND 81/S1.8 FOR STRUCTURAL REQURIEMENTS.
6' -
0"
4"
2x2" SQ STEEL TOP AND BOTTOM RAIL,
COLOR TBD.
1/2" SQ. BALUSTERS W/ PINCHED TOPS @ 6" O.C. COLOR TBD.
2"x2" STEEL SUPPORT @ 8'-0" O.C. COLOR TBD.
8' - 0" O.C. TYP.
2' - 0"
INTEGRAL COLOR CMU (PEACH BY
SUPERLITE) GROUTED SOLID.
PIER SLOPE PRECAST CAP
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
DATE APPROVED:
OWNER/ CLIENT:
DESIGN APPROVAL
As indicated
6/2
9/2
01
8 2
:05:1
2 P
M
NEW SCHOOL CAMPUS FOR:
LIBERTY TREE ACADEMY
8579 EASTONVILLE RD,PEYTON, CO 80831
CONSTRUCTION DOCUMENTS
SP1.0
ARCHITECTURAL SITE PLAN
PD
MAY 8, 2018
P18-8579
1" = 30'-0"SP1.0
1 PROPOSED SITE PLAN
1" = 160'-0"SP1.0
2 REFERENCE SITE PLAN 1/2" = 1'-0"SP1.0
4 TYP. MASONRY COLUMN DETAIL 1/4" = 1'-0"SP1.0
3 PERIMETER SITE WALL TYPICAL ELEVATION
1/2" = 1'-0"SP1.0
5 WROUGHT IRON FENCE DETAIL
2' -
6"
6"
5' -
0"
CONCRETE CLASS B
1"
2' -
6"
6"
4" 4" 4"
4" DIA. STEEL POST, SCHEDULE 40
GALVANIZED
6" REFLECTIVE ENGINEERS TAPE
(3M HIGH DENSITY YELLOW PRESSURE SENSITIVE TAPE OR
APPROVED EQ.)
FILL WITH GROUT AND CROWN TOP.3
/4"
6"
6"
2' - 0"
10
" M
IN.
2"
MIN
.
6"
6' -
0"
18
" M
IN.
#4 BAR CONT. BOND BEAM
#4 BAR @8" O.C. (GROUT CELLS SOLID
FULL HEIGHT)
PROVIDE 4" OPENING AT LOW POINT WHERE FLOOR
SLOPES BACK TO BIN RECEPTACLE SPACES AT
10' O.C.
2 #4 CONTINUOUS BAR
GATE ELEVATION
B-DECKING OVER HSS 2x2X1/4 STEEL FRAME, PRIMED AND PTD TO MATCH BUILDING.
24' - 0"
6' -
0"
MIN
.
DUMPSTER ENCLOSURE GENERAL NOTES:
1. SOIL BELOW THE WALL FOOTER AND CONCRETE PAD SHALL BE COMPACTED TO A DEPTH OF 6INCHES AND TO A MINIMUM DRY DENSITY OF 90% IN ACCORDANCE WITH ASTM D-2922 AND D-3017,AFTER ADJUSTMENT FOR ROCK CORRECTION.
2. STEEL REINFORCEMENT SHALL BE GRADE 40.
HSS 4X2X1//4" DIAGONAL
HSS6.25X.250 CONC. FILLED BOLLARD
2'-0" DIAMETER
6"
3' -
0"
CONC. FOOTING FOR BOLLARD
10' - 8"
25
' - 4
"
8"
12
' - 0
"1
2' -
0"
8"
14' - 0" 10' - 0" 8"
3 C.Y. DUMPSTER
1/2" BITUMINOUS TYPE EXPANSION JOINT FILLER ASTM D-1751
6" THICK CONCRETE APPROACH SLAB w/ THICKENED EDGES, CLASS 'A' CONC. w/ 6"x6", 1.4x1.4 WWF ON COMPACTED SUBGRADE.
8"x8"x16" CMU ENCLOSURE 6'-0" HIGH. STUCCO TO MATCH BUILDING COLOR.
(2) 6'' DOORS -REQUIRED WITH 2" CLEARANCE UNDER. PROVIDE 1/2" DROP PINS AND PIN HOLES IN CONCRETE SLAB.
2' - 0" 3' - 4" 3' - 8" 1' - 0"
1% SLOPE MIN.
4' -
0"
4' -
0"
8' -
0"
4' -
0"
4' -
0"
3 C.Y. DUMPSTER
PIN HOLE STOP
PIN HOLE STOP
PEDESTRIAN GATE WITH B-DECKING OVER 2x2 STEEL FRAME, PRIMED AND PTD TO MATCH BUILDING. PROVIDE LOCKING HASP AND LATCH
2
SP1.1
3
SP1.1
1-1/2" SQ. STEEL TOP AND SIDE RAIL WELDED FRAME, PRIMED AND PTD.
3/8" x 5" x 36" STEEL PLATE EACH SIDE OF GATE FOR HARDWARE MOUNTING. PRIMED AND PTD.
1/2" EXPANDED STEEL SCREEN WELDED TO FRAME, PRIMED AND PTD.
PANIC DEVICE IN DIRECTION OF EGRESS RATED FOR EXTERIOR APPLICATIONS, W/ LEVER TYPE HARDWARE ON PULL SIDE.
2" SQ. STEEL HINGE SUPPORT ANCHORED TO CONCRETE, PRIMED AND PTD.
2" SQ. STEEL LATCH SUPPORT ANCHORED TO CONCRETE, PRIMED AND PTD.
1/2" SQ. BALUSTERS @ 4" O.C. PRIMED AND PAINTED
SELF CLOSING HINGE, TYP. OF (3)
GATE HARDWARE SETEACH TO HAVE:
1 EA GATE CLOSER PFGCS 1-(714)-994-0276 1 EA IC CYLINDER AS REQUIRED 626 FAL 1 EA PANIC HARDWARE 99-L X 374L X POOL 626 VON
1 EA FLOOR MOUNTED DOOR STOP FS18L IVES
Operational DescriptionFree Egress at all times. Pressing Push Bar retracts latchbolts. Latchbolt retracted by lever unless locked by key. Key locks and unlocks lever. Dogging by hex key, locks down the pushbar or crossbar so the latchbolt remains retracted.
4"
5' -
8"
6' -
0"
3' -
0"
2" SQ. STEEL LATCH SUPPORT ANCHORED TO CONCRETE, PRIMED AND PTD.
4" SQ. STEEL SQUARE TUBE FILLED WITH CONCRETE SUPPORT ANCHORED TO CONCRETE, PRIMED AND PTD.
3' - 0" 4" 3' - 0"
EX
PO
SE
D H
EIG
HT
25
'-0
"C
LE
AT
HE
IGH
T
5'-0
"
SINGLE REVOLVING TRUCK AND 6" FINAL BALL.
ONE #10 NYLON HALYARD W/ TWO (2) BRASS SWIVEL SNAPS.
CONE TAPERED ALUMINUM SHAFT (6063-T6).
9" CAST ALUMINUM CLEAT.
FC-11 SPUN ALUMINUM FLASH COLLAR.
REFERENCE STRUCTURAL DETAIL 31/S1.5
4" SQ. POLE w/ 0.188 M WALL THICKNESS. PAINT POLE TO
MATCH COLOR OF LUMINAIRE.
AWG CONDUCTORS PER ELECTRICAL DETAIL.
PROVIDE 3"x6" HANDHOLE w/ GRND LUG @ BACK. PROVIDE
TAMPERPROOF COVER PLATE.
PROVIDE WP CAP ON CONDUIT STUB.
ANCHOR BOLTS FURNISHED w/ FIXTURE MOUNTING HARDWARE.
FINISH GRADE.
CONDUITS PER ELECTRICAL DETAIL.
NOTE:THE POLE MANUFACTURER SHALL PROVIDE A POLE BASE DESIGN FOR 100MPH WIND LOADING w/ A 1.3 GUST FACTOR.
POLE AND ANCHORS BY MANUFACTURE.
GROUNDING ROD PER
ELECTRICAL DETAIL.
WIRING PER ELECTRICAL DETAIL
2' -
0"
2' -
5 7
/8"
9' -
7 1
/8"
15' -
0"
REFERENCE STRUCTURAL
REQUIREMENTS ON 128/S5.2.
PAINT BASE TO MATCH BUILDING.
2' - 0"
60" MIN.
60"
MIN.
SEE NOTE 2
60"
MIN.
SEE NOTE 2
60"
MIN.
60" MIN.
30" MAX. RISE, TYP.
INTERMEDIATE PLATFORM
AS REQ.
60" MIN.
60" MIN.
60" MIN.
SEE NOTE 2
60"
MIN.
AS REQ.
30" MAX. RISE, TYP.
(C) RAMP WITH TURNING PLATFORM
(B) RAMP WITH INTERMEDIATE SWITCHBACK PLATFORM
WHEN DOOR SWINGS ONTO LANDING 42" MIN.
PLUS DOOR WIDTH
WHEN DOOR SWINGS ONTO LANDING 42" MIN.
PLUS DOOR WIDTH
AS REQ.
60" MIN.
60" MIN.
60" MIN.
SEE NOTE 2
60"
MIN.
SEE NOTE 2
60"
MIN.
AS REQ.
INTERMEDIATE PLATFORM
(A) RAMP WITH STRAIGHT RUN
WHEN DOOR SWINGS ONTO LANDING 42" MIN.
PLUS DOOR WIDTH
30" MAX. RISE, TYP.
34"
TO
38"
1' - 0"
1' - 0"
(D) RAMP ELEVATION
2' -
6"
3' -
6"
2' -
10"
8"
2' -
10"
HANDRAIL @ RAMPS
HORIZONTAL RAILING REQUIRED WHERE INTERMEDIATE RAILS W/ A MAXIMUM OF 4" CLEAR SPACE BETWEEN INTERMEDIATE RAILS
ARE NOT REQUIRED, TUP.
4" HIGH EDGE PROTECTION RAIL
WHEN A 4" OR MORE DROP OCCURS
4" MINIMUM TO 30" MAXIMUM
(E) RAMP SECTION
GUARD RAIL AND CURB
1' -
0"
4"
RAMP NOTES:1. ALL HANDRAILS MUST MEET HANDRAIL AND CURB REQUIREMENTS.2. MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY.3. SLOPE OF RAMP SHALL NOT EXCEED 1:12.
5' - 0"
4"
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
DATE APPROVED:
OWNER/ CLIENT:
DESIGN APPROVAL
As indicated
6/2
9/2
01
8 2
:05:1
3 P
M
NEW SCHOOL CAMPUS FOR:
LIBERTY TREE ACADEMY
8579 EASTONVILLE RD,PEYTON, CO 80831
CONSTRUCTION DOCUMENTS
SP1.1
SITE DETAILS
PD
MAY 8, 2018
P18-8579
1/2" = 1'-0"SP1.1
3 BOLLARD DETAIL
1/2" = 1'-0"SP1.1
2 TRASH ENCLOSURE WALL DETAIL
3/16" = 1'-0"SP1.1
1 DUMPSTER ENCLOSURE 3/4" = 1'-0"SP1.1
4 DOUBLE GATE DETAIL
1/4" = 1'-0"SP1.1
5 FLAG POLE DETAIL
1/4" = 1'-0"SP1.1
6 LIGHT POLE DETAIL
1/4" = 1'-0"SP1.1
7 TYP. PEDESTRIAN RAMP
1
1 03-17-16 COORDINATION /REVIEW COMMENTS
T
J
J
J
J
2'-6"
VERIFY HEIGHT
2'-0"
24" ROUND
#4 CUCONDUITS AS SHOWN ON THE PLANS
FINALGRADE
ANCHOR BOLTS FURNISHED WITH FIXTURE MOUNTING HARDAWARE
PROVIDE WP CAP ON CONDUIT STUB
PROVIDE 3" x 6" HANDHOLE W/ GRND LUG AT BACK. PROVIDE TAMPERPROOF COVER PLATE
CONDUCTORS UP POLE TO LIGHTING FIXTURE PER PLAN
SQUARE POLE. POLE COLOR TO MATCH LUMINAIRE. COORDINATE WITH STRUCTURAL FOR POLE SIZE AND WALL THICKNESS
NOTE: THE POLE MANUFACTURER SHALL PROVIDE A POLE BASE DESIGN FOR 100MPH WIND LOADING WITH A 1.3 GUST FACTOR. THE POLE BASE DESIGN SHALL BE FROM A
STRUCTURAL ENGINEER REGISTERED IN THE STATE OF ARIZONA. THE STRUCTURAL ENGINEER SHALL VERIFY THE WIND LOADING AND GUST FACTOR CRITERIA ABOVE ARE ADEQUATE FOR THE AREA OF INSTALLATION
5/8" x 8' GROUND ROD DRIVER FULL
DEPTH
EASTONVILLE RD.
NEW BUILDING (PHASE I)
FUTURE CHURCH
WP1
SES
UGE
UGE
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
NEW BUILDING (PHASE II)
PL2
PL2
PL3
PL3
PL1
PL1
PL2
PL2
PL2
WP1
UGE
UGE
UGE
UGE
PL1
PL1
PL1 PL1
P1C- 30,32
P1C- 30,32
P1C- 30,32
P1C- 30,32
P1C- 30,32
P1C- 30,32
P1C- 30,32
P1C- 34,36 P1C- 34,36
P1C- 34,36
P1C- 34,36
P1C- 34,36
P1C- 34,36
1
2
3
4
TMB
P1C - 28WP
P1C - 28WP
3
P1C- 28
P1A- 33
WP
5
SCSCSC
SC
SC
SC
P1A- 34
P1A- 34
P1A- 34
P1A- 34
P1A- 34P1A- 34
P1A- 34
6
6
P1C- 30,32
P1C- 34,36
6
6
PL2P1C- 30,32
7
24"
3" 3"3"
FINAL GRADE . SEE CIVIL DRAWINGS FOR MATERIALS AND INSTALLATION
NATIVE BACKFILL - COMPACTED TO 90%. (VERIFY WITH CIVIL PLANS)
UNDISTURBED EARTH
SIFTED CLEAN FILL WITHOUT STONES TO 3" ABOVE CONDUITS
3" DEEP SAND BEDDING
NOTE:CONTRACTOR SHALL MODIFY THE NUMBER OF CONDUITS PER THE PROJECTED UTILITY REQUIREMENTS
PROVIDE A #18 OR LARGER COPPER TRACER WIRE SECURELY ATTACHED TO THE NON-METALLIC CABLE, PIPE OR CONDUIT AT 8'-0" ON CENTER. IT SHALL HAVE A 12" OF TRACER WIRE ACCESSIBLE ABOVE GRADE AT ANY ABOVE GRADE TERMINATION PER ARIZONA STATE STATUTE
COORDINATE ALL REQUIREMENTS WITH UTILITY COMPANY PRIOR TO INSTALLATION
EXPIRES 10/31/2019
40062
CHR I
S L . SA RMIENTO
CO
LORADO LICENSED
PRO
FESSIONAL ENGIN
EER
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
As indicated
6/28
/201
8 5:
46:1
7 PM
NEW SCHOOL CAMPUS FOR:
LIBERTY TREE ACADEMY
8579 EASTONVILLE RD,PEYTON, CO 80831
CONSTRUCTION DOCUMENTS
E1.1
ELECTRICAL SITE PLAN
Author
JUNE 27, 2018
18001
06.28
.18
KEYED NOTES
GENERAL NOTES
-
1 PROPOSED LOCATION OF UTILITY TRANSFORMER. ELECTRICALCONTRACTOR SHALL PROVIDE CONCRETE PAD PER UTILITYCOMPANY REQUIREMENTS. COORDINATE WITH UTILITYCOMPANY FOR EXACT REQUIREMENTS AND LOCATION.MAINTAIN MINIMUM CLEARANCE IN FRONT, SIDES AND BACKOF UTILITY TRANSFORMER PER UTILITY REQUIREMENTS.
2 PROVIDE SECONDARY CONDUIT WITH MULETAPE FROM NEWUTILITY COMPANY TRANSFORMER TO S.E.S. UTILITY PULLSECTION. COORDINATE WITH UTILITY COMPANY FOR EXACTQUANTITY, ROUTING AND REQUIREMENTS. TRENCHING ANDBACKFILL BY ELECTRICAL CONTRACTOR AS REQUIRED BY THEUTILITY. VERIFY EXACT ROUTING, DISTANCE AND P.O.C. WITHUTILITY PRIOR TO DIGGING.
3 PROVIDE WEATHER PROOF J-BOX AT GATE FOR CARDREADER. VERIFY MOUNTING AND LOCATION WITH OWNERPRIOR TO INSTALLATION.
4 PROVIDE (2) 4" UG CONDUITS STUB-UPS WITH PULL STRINGFOR FUTURE PHASE 2 ADDITION, FROM SES TO FUTUREBUILDING ELECTRICAL ROOM LOCATION. VERIFY EXACTROUTING, DISTANCE, AND STUB-UP WITH OWNER PRIOR TODIGGING.
5 PROVIDE WP J-BOX FOR MONUMENT SIGN LIGHTING.COORDINATE EXACT LOCATION PRIOR TO ROUGH-IN.
6 ROUTE LIGHTING HOME RUN THROUGH LIGHTING CONTROLPANEL OR TIME CLOCK AS REQUIRED FOR CONTROL.
7 PROVIDE (2) 4" CONDUIT WITH PULLWIRE TO TELCO/CATVPOINT OF CONNECTION. COORDINATE WITH UTILITY COMPANYFOR EXACT ROUTING AND REQUIREMENTS. PROVIDE PULLBOXES AS REQUIRED.
A THIS ELECTRICAL UTILITIES SITE PLAN IS FOR REFERENCEONLY. NO CONSTRUCTION IS TO BEGIN UNTIL FINAL UTILITYCOMPANY PLANS ARE RECEIVED. UTILITY COMPANY DESIGNIS NOT AVAILABLE AT THIS TIME. ADDITIONAL WORK WILL BEREQUIRED.
B ALL WORK SHALL BE PER UTILITY COMPANY CONSTRUCTIONSTANDARDS AND SPECIFICATIONS. PROVIDE CONDUITSPACERS THROUGHOUT AND CONCRETE ENCASEMENTWHERE FEEDERS PASS UNDER DRIVEWAYS AND ORPARKING LOTS.
C ALL TRANSFORMER BOXES, METER PANELS, ELECTRICALEQUIPMENT AND MISCELLANEOUS UTILITY EQUIPMENTSHALL BE PAINTED TO MATCH ADJACENT BUILDING COLORSWHERE SCREENING IS NOT APPLICABLE. COORDINATE WITHUTILITY PRIOR TO PAINTING.
D SEE SHEET E0.1 GENERAL NOTES FOR ADDITIONAL UTILITYCOORDINATION NOTES.
E ALL EXTERNAL LIGHTING SHALL BE LOCATED ANDDESIGNED TO PREVENT RAYS FROM BEING DIRECTED OFFOF THE PROPERTY UPON WHICH THE LIGHTING IS LOCATED.
F THE CONTRACTOR SHALL PROGRAM THE LIGHTINGCONTROLLER AS PER THE LIGHTING DIAGRAM PRIOR TOCALLING THE CITY FOR THE INSPECTION.
G THE CONTRACTOR IS TO SCHEDULE A NIGHT TIMEINSPECTION OF THE ENERGIZED LIGHTING, TO ATTEND THISINSPECTION AND TO CORRECT ALL ITEMS IDENTIFIEDDURING INSPECTION PRIOR TO ISSUING THE FINALCERTIFICATE OF OCCUPANCY.
NTS1 POLE MOUNTED DETAIL NTS2 GENERAL TRENCH SECTION
ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.
JOB NO:
2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 8502www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:
DSN:CHK:180790
ME/SRME/SRCLS
SCALE: 1" = 40'-0"6 ELECTRICAL SITE PLAN
CALL 4-7 WORKING DAYS
COLORADO UNDERGROUND
BEFORE YOU DIG
SERVICE ALERT
Telephone Company:
Telephone #:
Telephone #:
Power Company:
1-800-922-1987
required in the General Notes included in the ElectricalSubmit drawings to Utility Company representative as
1-719-453-1443
Drawings.
Century Link
1-719-495-2283MOUNTAIN VIEW ELECTRIC
WWL Calculation SummaryLabel CalcType Units Avg Max Min Avg/Min Max/MinGrade Illuminance Fc 2.03 9.4 0.0 N.A. N.A.Spill at property line Illuminance Fc 0.00 0.2 0.0 N.A. N.A.
WWL Luminaire ScheduleSymbol Qty Label Arrangement Total Lamp Lumens LLF Description
3 C2 SINGLE N.A. 0.940 IHOL-6DR-M1-40-D101-VOLTS-40/ IRD602-HZ-SF-SL Mounted at 10 ft-3 inches aff. Dimmed to 70%12 C3 SINGLE N.A. 1.040 IHOL-8SR-M1-40-D101-VOLTS-40/ IRS-XX-HZ-SF Mounting height varies. See elevation for heights4 PL1 SINGLE 12425 0.980 ARE-EDG-4M-DA-06-E-UL-BK-700-40K Mounted at 18 ft afg6 PL2 SINGLE 8714 0.980 ARE-EDG-3MB-DA-06-E-UL-BK-700-40K Mounted at 18 ft afg2 PL3 SINGLE 10573 0.980 ARE-EDG-4MB-DA-08-E-UL-BK-525-40K Mounted at 18 ft afg3 PL4 SINGLE 11779 0.980 ARE-EDG-3M-DA-06-E-UL-BK-700-40K Mounted at 18 ft afg13 WP1 SINGLE N.A. 0.970 SEC-EDG-4M-WM-04-E-UL-BK-525-40K Mounted at 12 ft afg
//
//
12' - 0"
12' - 0"
8' - 0"
8' - 0"8' - 0"
12' - 0"
12' - 0"12' - 0"
12' - 0"
12' - 0"12' - 0"
12' - 0"12' - 0"
12' - 0"
1 E2.21 E2.2
2 E2.12 E2.1
3.2 2.6 1.8 1.3 0.8 0.6 0.8 1.3 1.7 2.5 3.1 3.1
3.6 3.6 3.6 3.9 2.8 1.9 1.2 1.1 1.2 1.9 2.7 3.8 3.6 3.5 3.5
2.2 3.7 4.3 4.8 5.1 3.9 2.8 2.2 1.6 2.3 2.9 3.8 5.0 4.6 4.3 3.7 2.2
1.1 1.9 3.1 4.4 4.3 6.2 4.5 4.4 3.5 1.7 4.4 4.1 4.7 5.3 5.0 4.4 3.1 1.8 1.0
0.5 0.8 1.4 3.5 5.3 2.1 4.2 4.8 5.0 3.8 1.8 4.0 5.0 5.3 4.3 4.7 5.3 2.7 1.1 0.6 0.4 0.2
0.2 0.5 0.7 1.4 2.6 4.9 3.8 3.9 2.2 0.9 0.5 0.3 0.2 0.1
0.2 0.7 1.0 1.5 2.5 5.1 4.1 4.3 2.1 1.0 0.5 0.3 0.2 0.2 0.2
0.2 1.2 1.5 1.9 3.2 3.8 5.0 4.5 3.2 1.3 0.7 0.6 0.6 0.5 0.3
0.2 1.8 2.4 2.5 2.9 2.9 3.4 5.1 2.5 1.6 1.7 1.7 2.0 1.8 1.2
0.3 2.6 4.1 3.3 3.5 5.1 4.3 2.4 1.7 2.6 4.1 3.5 2.9
0.3 2.7 4.0 4.5 3.9 4.9 2.9 4.7 2.5 1.7 2.0 3.4 5.2 3.1
0.3 2.5 3.9 4.3 4.0 4.8 1.7 1.7 1.7 2.3 3.2 3.8 3.2
0.3 2.7 3.8 3.3 2.7 2.1 9.1 0.6 0.8 1.3 2.0 4.0 4.8 3.0
0.3 2.0 2.5 2.0 1.3 0.7 9.3 0.4 0.6 1.2 2.5 3.8 4.1 3.6
0.2 1.4 1.4 1.3 0.9 0.5 0.2 0.1 0.0 9.0 0.4 0.7 1.3 1.8 2.1 2.4 2.1
0.3 0.9 1.0 1.0 0.9 0.5 0.3 0.2 0.1 0.3 0.6 1.3 2.3 3.3 3.8 3.4
0.2 0.9 1.1 1.0 0.9 0.6 0.5 0.4 0.3 0.6 0.8 1.4 2.1 4.4 4.1 2.9
0.2 1.3 1.4 1.4 1.0 0.8 1.3 1.8 2.2 2.4 2.2 1.9 2.3 3.2 4.1 3.2
0.2 2.1 2.7 1.9 1.3 0.9 1.6 4.1 3.5 4.9 3.1 2.1 2.2 3.2 4.8 3.1
0.3 2.9 3.5 3.0 1.7 1.0 1.9 3.2 3.4 4.4 3.1 2.2 2.6 4.5 3.3 2.8
0.3 2.2 3.8 3.7 1.9 1.0 1.6 4.2 3.1 4.2 3.4 2.2 2.4 2.7 3.1 2.8
0.3 2.8 3.7 3.6 1.8 0.9 1.2 1.5 1.7 2.4 2.3 2.3 2.3 2.4 2.8 2.4
0.3 2.4 3.8 2.5 1.5 0.8 0.5 0.4 0.3 4.0 3.3 2.1 2.8 4.3 3.5 3.0
0.3 1.7 2.0 1.7 1.1 0.7 0.5 0.4 0.4 5.9 2.9 2.3 2.3 3.5 5.3 3.1
0.2 1.2 1.3 1.2 0.9 0.8 1.3 1.8 2.2 5.3 2.9 2.4 2.5 3.3 3.9 3.2
0.0 0.3 0.9 1.0 1.0 0.9 0.8 1.6 4.1 3.5 4.3 3.6 2.2 2.2 4.2 4.7 3.0
0.0 0.3 1.1 1.2 1.1 0.9 0.9 1.9 3.2 3.4 2.4 2.2 2.3 2.8 3.8 4.1 3.5
0.0 0.3 1.5 1.6 1.5 1.0 0.8 1.6 4.2 3.1 4.3 4.1 2.4 2.3 2.3 2.3 1.8 3.2
0.0 0.3 2.5 3.3 2.1 1.2 0.8 1.2 1.5 1.7 5.0 3.9 3.7 3.8 4.1 3.4 2.1 1.3 2.4 3.4 3.4
0.0 0.4 3.1 3.4 3.2 1.5 0.8 0.5 0.4 5.9 3.6 3.2 4.7 3.9 3.0 2.0 1.0 1.6 2.8 4.1 4.1 4.2
0.0 0.3 1.8 3.8 3.7 1.6 0.7 0.8 0.9 3.4 3.4 3.2 3.6 3.9 3.6 3.2 0.9 1.1 1.7 2.2 2.9 3.2 2.4 1.1
0.4 3.1 3.5 3.2 1.5 6.7 4.1 2.0 1.7 2.5 3.6 4.8 3.2 2.8 1.6 1.1 1.3 1.7 1.8 1.7 1.4 0.8 0.4 0.2
0.3 2.5 3.3 2.0 1.2 9.4 8.9 3.5 1.3 2.7 4.6 3.2 2.8 2.2 1.6 1.8 1.9 1.7 1.6 1.1 0.6 0.3 0.2 0.1 0.0
0.3 1.5 1.6 1.5 1.0 5.4 8.2 6.7 1.9 1.1 2.0 2.3 2.8 2.6 2.3 2.7 3.3 3.1 2.3 1.6 0.8 0.3 0.1 0.1 0.0
0.3 1.1 1.2 1.1 0.8 7.0 7.2 3.5 0.7 0.8 1.0 1.1 1.2 1.5 2.6 3.8 3.9 3.2 2.6 0.9 0.2 0.1 0.1
0.0 0.3 0.8 1.0 1.0 0.8 8.3 8.4 5.8 1.4 0.6 0.7 1.1 1.2 1.1 1.6 2.5 3.7 3.0 2.7 0.6 0.2 0.1 0.0
0.0 0.2 1.2 1.3 1.2 0.9 3.3 9.1 8.1 2.8 0.6 0.8 1.2 2.0 2.0 1.5 1.6 2.6 3.3 2.6 0.3 0.2 0.1
0.0 0.2 1.6 1.9 1.6 1.1 1.3 2.4 3.4 1.0 0.9 1.5 2.0 3.0 3.6 2.2 1.7 1.6 1.5 0.4 0.2 0.1
0.1 0.2 2.3 3.8 2.4 1.5 0.7 0.6 0.6 0.8 1.4 2.1 2.9 3.7 4.4 3.8 1.9 1.0 0.2 0.1 0.1
0.1 0.3 2.7 3.6 3.6 1.8 0.6 0.9 1.0 1.4 2.6 3.3 3.7 4.6 4.3 2.5 0.8 0.1 0.0
0.1 0.3 2.1 3.6 3.7 1.9 0.9 1.4 1.3 1.3 2.5 4.6 5.5 3.1 0.7 0.2 0.1 0.0
0.1 0.3 2.8 3.4 3.0 1.6 0.7 1.2 1.6 2.8 2.1 1.3 1.6 3.5 3.0 0.4 0.2 0.1 0.0
0.1 0.2 2.0 2.7 1.9 1.2 0.4 0.7 1.3 2.0 2.4 4.3 4.2 2.3 1.3 1.7 1.2 0.1 0.1
0.1 0.2 1.3 1.4 1.3 1.0 0.6 0.5 0.5 0.7 1.3 2.0 2.6 3.4 4.7 3.5 3.6 1.0 0.4 0.1 0.0
0.1 0.3 0.9 1.0 1.0 1.0 0.8 0.7 0.8 1.0 1.8 3.5 4.9 5.0 3.3 2.6 0.4 0.1 0.1
0.1 0.3 0.6 0.9 1.1 1.4 1.7 1.8 1.7 1.5 1.7 2.8 4.3 3.8 1.2 0.2 0.1 0.1
0.1 0.3 0.5 0.9 1.4 2.1 3.2 3.7 3.4 2.3 1.8 2.0 3.3 1.9 0.2 0.2 0.1
0.1 0.1 0.2 0.5 0.9 1.5 3.1 3.3 3.7 3.5 3.5 1.8 1.4 1.2 0.3 0.2
0.0 0.1 0.2 0.4 0.8 1.3 2.2 3.1 1.9 3.0 2.3 1.5 1.1 0.5 0.2
0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.4 0.3 0.4 0.2 0.2 0.2
0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0
0.0 0.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.00.0 0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
SES
EASTONVILLE RD.
PL2
PL2
PL2
PL2
PL4 PL4
PL1
PL1
PL1
PL1
PL4
PL2
PL3
PL3
PL2
PL2
PL2
C3
C3
C3
C3C3
C3
C3
C3C3
C3
C3
C3
C2
C2
C2
T
EASTONVILLE RD.
NEW BUILDING (PHASE I)
FUTURE CHURCH
WP1
SESWP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
WP1
NEW BUILDING (PHASE II)
PL2
PL2
PL3
PL3
PL1
PL1
PL2
PL2
PL2
C3C3
C3
C3EC3
C3E
C3
C3E
C3C3
C3C3
C3E C3C3
WP1
PL1
PL1
1
EXPIRES 10/31/2019
40062
CHR I
S L . SA RMIENTO
CO
LORADO LICENSED
PRO
FESSIONAL ENGIN
EER
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
1" = 40'-0"
6/28
/201
8 5:
46:2
2 PM
NEW SCHOOL CAMPUS FOR:
LIBERTY TREE ACADEMY
8579 EASTONVILLE RD,PEYTON, CO 80831
CONSTRUCTION DOCUMENTS
E1.2
ELECTRICAL SITE PHOTOMETRICCALCULATIONS
Author
JUNE 27, 2018
18001
06.28
.18
SCALE: 1" = 40'-0"1 SITE PHOTOMETRIC CALCULATIONS
GENERAL NOTES1 ALL EXTERNAL LIGHTING SHALL BE LOCATED AND DESIGNED TO
PREVENT RAYS FROM BEING DIRECTED OFF OF THE PROPERTYUPON WHICH THE LIGHTING IS LOCATED.
ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.
JOB NO:
2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 8502www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:
DSN:CHK:180790
ME/SRME/SRCLS
1 06.27.18 City Comments
EXPIRES 10/31/2019
40062
CHR I
S L . SA RMIENTO
CO
LORADO LICENSED
PRO
FESSIONAL ENGIN
EER
REVISION DATE DESCRIPTION BY
PROJECT NO.
DATE
SCALE
DRAWING TITLE
DRAWING NUMBER
DRAWN BY
6/28
/201
8 5:
46:2
3 PM
NEW SCHOOL CAMPUS FOR:
LIBERTY TREE ACADEMY
8579 EASTONVILLE RD,PEYTON, CO 80831
CONSTRUCTION DOCUMENTS
E1.3
EXTERIOR LIGHT FIXTURES CUTSHEETS
Author
JUNE 27, 2018
18001
06.28
.18
ASEIENGINEERINGTHESE DRAWINGS AND ASSOCIATED DOCUMENTATION CONTAIN INFORMATION, DESIGNS, CONCEPTS, AND DATA THAT ARE THE SOLE PROPERTY OF ASEI ENGINEERING, INC. THIS INFORMATION MAY NOT BE USED FOR ANY PURPORSE OTHER THAT ORIGINALLY INTEDED WITHOUT THE EXPRESSED WRITTEN CONSENT AND PERMISSION OF THE ENGINEER AND ASEI ENGINEERING, INC.
JOB NO:
2410 W. Royal Palm Rd., Suite A, Phoenix, AZ 8502www.aseiengineering.com o: 602.287.0300 f: 602.287.0600 DFT:
DSN:CHK:180790
ME/SRME/SRCLS
Markup Summary
Subject: Text BoxPage Label: [1] TS01 TS01Author: dsdkendallDate: 7/26/2018 11:53:19 AMColor:
Do not include lighting plan and otherdocuments in this submittal, uploadlighting plan to the lighting plan spot, etc
dsdkendall (4)
Subject: CalloutPage Label: [10] E1.2Author: dsdkendallDate: 7/26/2018 11:53:22 AMColor:
Maximum light at boundary abuttingpublic right-of-way is .1 - address again.
Subject: CalloutPage Label: [2] SP01 SP01Author: dsdkendallDate: 7/26/2018 11:53:23 AMColor:
Show ADA Route to enter the structurefrom Parking spots.
Subject: Text BoxPage Label: [2] SP01 SP01Author: dsdkendallDate: 7/26/2018 12:36:48 PMColor:
Include a note stating that if and when thefuture expansion of a high school occursthe necessary parking required for a highschool will be added to meet the parkingregulations.
SHEET
INDEX OF SHEETS
RAWING
L
S
T
Do not include lighting plan andother documents in this submittal,upload lighting plan to the lightingplan spot, etc
12 C3 S4 PL1 S6 PL2 S2 PL3 S3 PL4 S13 WP1 S
0.9 1.4 1.3 1.3 2.5 4.6 5.5 3.1 0.7 0.2 0.1 0.0
0.7 1.2 1.6 2.8 2.1 1.3 1.6 3.5 3.0 0.4 0.2 0.1 0.0
.7 1.3 2.0 2.4 4.3 4.2 2.3 1.3 1.7 1.2 0.1 0.1
.3 2.0 2.6 3.4 4.7 3.5 3.6 1.0 0.4 0.1 0.0
.8 3.5 4.9 5.0 3.3 2.6 0.4 0.1 0.1
.7 2.8 4.3 3.8 1.2 0.2 0.1 0.1
.8 2.0 3.3 1.9 0.2 0.2 0.1
.8 1.4 1.2 0.3 0.2
.5 1.1 0.5 0.2
.2 0.2
.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.2
0.2
0.1
0.0
0
EASTONV
PL3
PL3
EASTONV
PL3
PL3
Maximum light atboundary abuttingpublic right-of-way is.1 - address again.
DROP OFF / PICK UP
FIRE LANE
PR BUILDING
FUTURE EXPANSION
(STABILIZED PAD)
PLAYGROUND
FLAG
POLE
MULCH TURF
EMENT
1
8
'
2
4
'
5
BIKE
RACK
Show ADA Route toenter the structurefrom Parking spots.
FUTURE EXPANSION
(STABILIZED PAD)
10'
20'
Include a note stating thatif and when the futureexpansion of a highschool occurs thenecessary parkingrequired for a high schoolwill be added to meet theparking regulations.
