appendix j: other projects - austin, texas, coa_pdf_22x34, coa_esd.stb zhang, xiaoqin ex. row lt....
TRANSCRIPT
Pag
e J
APPENDIX J: OTHER PROJECTS
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
5 10
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SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
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N/A N/A
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EZ 01/10/17
EZ 01/10/17
EZ 01/10/17
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7.0'11'
64' ROWCL
1.5'
PROP. 3" THICKHMAC TYPE D
2.0'
(PARABOLIC CROWN)
5''SIDEWALK(VARIES)
0.5'
MIN.VARIES
PROP. 12" CRUSHED LIMESTONE BASE FLEXIBLE BASE
PROP. 8" LIME -TREATED SUBGRADE
7.0' 11'2.0'
12'
BUFFERZONE
(VARIES)
TYPICAL CROSS SECTIONN.T.S.
1.5' 5'SIDEWALK(VARIES)
0.5'
MIN.VARIES
12'
BUFFERZONE
(VARIES)
0-4'0-4'
32'20'
32'20'
8.0'9.0'
0
HORIZONTAL SCALE IN FEETVERTICAL SCALE IN FEET
50 100
THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIM
REVIEW UNDERTHE AUTHORITY OF
IT IS NOT TO BE USED FORCONSTRUCTION, BIDDING OR
PERMIT PURPOSES.
PRELIMINARY
5/16/2017.LIC. # 96436
Xiaoqin Zhang , P.E.
Urban 64'
Option to Reverse
Pavement Width 40'
Urban 64'
*Additional ROW for parking to be dedicated by the developer.
5'Sidewalk
7'BufferZone
5'Sidewalk
7'BufferZone
8'ParallelParking
7' 2'Buffered Bike
Lane
11'TravelLane
7' 2'Buffered Bike
Lane
11'TravelLane
11'TravelLane
2' 7'Buffered Bike
Lane
7'BufferZone
5'Sidewalk
(EXAMPLE FOR STRATUM I - OPTION C*)
NOTES: 1) FLEXIBLE PAVEMENT SECTIONS FOR STRATUM I SOILS
2) FLEXIBLE PAVEMENT SECTIONS FOR STRATUM II SOILSPROP. 3" THICK
HMAC TYPE D
PROP. 12" CRUSHED LIMESTONE BASE
FLEXIBLE BASE
PROP. 8" LIME -TREATED SUBGRADE
434
436
438
440
442
444
446
448
450
452
454
456
458
460
462
464
466
468
470
472
474
476
434
436
438
440
442
444
446
448
450
452
454
456
458
460
462
464
466
468
470
472
474
476
-0.9%-0.9%
0.7%
0.6%STA
. 10+
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6E
L. 4
55.0
0
STA
. 22+
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L. 4
53.9
6
PVI STA. 11+50.78PVI ELEV. 453.60
A.D. 1.63%K. 61.39
100.00 V.C.
VP
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TA. 1
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.78
ELE
V. 4
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7
VP
T S
TA. 1
2+00
.78
ELE
V. 4
53.9
5LP STA. 11+57.91LP ELEV. 453.80
LP
PVI STA. 18+47.56PVI ELEV. 451.57
A.D. 1.55%K. 102.97
160.00 V.C.
VP
C S
TA. 1
7+67
.56
ELE
V. 4
52.3
1
VP
T S
TA. 1
9+27
.56
ELE
V. 4
52.0
7LP STA. 18+62.79LP ELEV. 451.87
LP
PVI STA. 14+22.43PVI ELEV. 455.50
A.D. -1.62%K. 92.41
150.00 V.C.
VP
C S
TA. 1
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.43
ELE
V. 4
54.9
8
VP
T S
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.43
ELE
V. 4
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1HP STA. 14+11.97HP ELEV. 455.20
HP
JAIN LNJAIN LN
JAIN LN
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W
W
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G
G
G
G
G
G
G
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G
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48'' RCP
30'' UNK.
48'' RCP
84'' RCP
18'' RCP
48'' RCP
30'' UN
K.
84'' RCP
24'' R
CP
C CO
C CO
C CO
C CO
C CO
C CO
C CO
C CO
C CO
C COC CO
C CO
C UG
C UG
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C UG
C UG
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30'' UNK.
48'' RCP
84'' RCP
18'' RCP
48'' RCP
30'' UN
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84'' RCP
24'' R
CP
C CO
C CO
C CO
C CO
C CO
C CO
C CO
C CO
C CO
C COC CO
C CO
C UG
C UG
C UG
C UG
C UG
DESI
RABL
E DR
DESI
RABL
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BL
BL
BL
BL
BL
BL
BL
BL
BL
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C.L. 275.11'
Δ.
L. 282.74'
R. 350'46°
C.L. 122.72'Δ.
L. 189.32'R. 250'
28°
C2
C1
L.P.
H.P.
EX.18" RCP
PROPOSEDEDGE OF PAVING
BL
BL
BL
BL
BL
BL
BL
BL
BL
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EXISTINGPAVEMENT CENTERLINE
EXISTINGSIDEWALK
PROPOSEDEDGE OF PAVING
PROPOSEDSIDEWALK
EX.EDGE OFPAVEMENT
PROPOSEDRIGHT-OF-WAYPROPOSEDRIGHT-OF-WAY
PRO
P.64
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W
EX CL_VA
4259+7510+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+5022+75
Existing Centerline
4259+7510+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+5022+75
0
HORIZONTAL SCALE IN FEET
VERTICAL SCALE IN FEET
5 10
OF
REV
.N
O.
CIT
Y O
F AU
STIN
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EPAR
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SURVEY BY
DRAWN BY
CHECKED BY
DESIGNED BY
REVIEWED BY
NOTES NAME DATE
BYD
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REV
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N D
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EX. ROW RT. (S.)
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0
HORIZONTAL SCALE IN FEETVERTICAL SCALE IN FEET
50 100
THIS DOCUMENT IS RELEASEDFOR THE PURPOSE OF INTERIM
REVIEW UNDERTHE AUTHORITY OF
IT IS NOT TO BE USED FORCONSTRUCTION, BIDDING OR
PERMIT PURPOSES.
PRELIMINARY
11/02/2016.LIC. # 96436
Xiaoqin Zhang , P.E.
SOUTHERN PACIFIC RAILROAD
(FUTURE CMTA GREEN LINE)
PROP. TOC (LT. & RT.)
0
JAIN LANE
JAIN LANE
KINGSBERY SOLAR PROJECT
ADDRESS942 LOTT AVENUEAUSTIN, TEXAS
COUNTYTRAVIS
LEGAL DESCRIPTIONBEING 29.0 ACRES OF LAND LYING IN AND BEING SITUATEDOUT OF THE J.C. TANNEHILL LEAGUE, SURVEY NO. 29,ABSTRACT NO. 22, IN TRAVIS COUNTY, TEXAS AND BEING APORTION OF THAT CERTAIN 112 ACRE TRACT CONVEYED TOTHE CITY OF AUSTIN BY DEEDS RECORDED IN VOLUME 2621,PAGES 554 AND 559 AND VOLUME 3198, PAGE 1938 OF THEDEED RECORDS OF TRAVIS COUNTY, TEXAS.
LAND USEMAJOR UTILITY FACILITIES
Z:\PROJECTS\POWERFIN PARTNERS - KINGSBERY SOLAR-TX\DRAWINGS\_KBSP-G-000-01.DWG
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503)
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NOTICE:
ALTERATION OF A SEALEDDRAWING WITHOUT PROPERNOTIFICATION TO THERESPONSIBLE ENGINEER IS AVIOLATION OF THE TEXASENGINEERING PRACTICE ACT.
OF
REV
ISIO
N D
ESC
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N
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AUST
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EXAS
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SPC-2016-0404C
TEXAS FIRM N0. -10013
1. THIS PROJECT IS LOCATED IN TRAVIS COUNTY, TEXAS.
2. MOST OF THIS PROJECT SITE LIES WITHIN THE 500 YEAR FLOODPLAIN, ZONE X FLOODPLAINWHERE THE FLOODWATER DEPTH IS ONE FOOT OR LESS, AS IDENTIFIED BY THE FEDERALEMERGENCY MANAGEMENT AGENCY, FIRM MAP NO. 48453C0470J AND 48453C0465H, DATEDJANUARY 6, 2016, FOR TRAVIS COUNTY TEXAS AND INCORPORATED AREAS.
3. THIS PROJECT IS NOT WITHIN THE EDWARDS AQUIFER RECHARGE ZONE AS DEFINED BYAND REGULATED BY THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ).
4. WATERSHED STATUS - THIS PROJECT IS LOCATED WITHIN THE TANNEHILL BRANCHWATERSHED AND IS CLASSIFIED AS URBAN AS PER DATE OF THIS PERMIT.
5. RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION OF ALL DATA,INFORMATION AND CALCULATIONS SUPPLIED BY THE APPLICANT. THE ENGINEER OFRECORD IS SOLELY RESPONSIBLE FOR THE COMPLETENESS, ACCURACY AND ADEQUACYOF HIS/HER SUBMITTAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODECOMPLIANCE BY CITY OR COUNTY ENGINEERS.
6. ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE ENGINEERWHO PREPARED THEM. IN APPROVING THESE PLANS, THE CITY OF AUSTIN MUST RELYUPON THE ADEQUACY OF THE WORK OF THE DESIGN ENGINEER.
7. THIS PLAN SET IS COMPLETE, ACCURATE, AND IN SUBSTANTIAL COMPLIANCE WITHCHAPTER 25-8 SUBCHAPTER "A" OF THE CITY OF AUSTIN LAND DEVELOPMENT CODE [LDC25-8-152].
8. NO ADVERSE FLOODING OF ADJACENT PROPERTY WILL OCCUR AS A RESULT OF PROPOSEDIMPROVEMENTS.
9. AN AFFIDAVIT OF DECLARATION OF A DRAINAGE EASEMENT FOR THIS SITE HAS BEEN FILEDAND RECORDED UNDER DOCUMENT XXX IN THE TRAVIS COUNTY OFFICIAL PUBLICRECORDS.
10. APPROVAL OF THESE PLANS BY THE CITY OF AUSTIN INDICATES COMPLIANCE WITHAPPLICABLE CITY REGULATIONS ONLY. COMPLIANCE WITH ACCESSIBILITY STANDARDSSUCH AS THE 2010 STANDARDS FOR ACCESSIBLE DESIGN OR THE 2012 TEXASACCESSIBILITY STANDARDS WAS NOT VERIFIED. THE APPLICANT IS RESPONSIBLE FORCOMPLIANCE WITH ALL APPLICABLE STANDARDS.
NOTES:
SHEET INDEX
SHEET TITLE
1 COVER SHEET
2 GENERAL NOTES (1 OF 2)
3 GENERAL NOTES (2 OF 2)
4 LEASE AREA SURVEY (1 OF 2)
5 LEASE AREA SURVEY (2 OF 2)
6 OVERALL SITE LAYOUT PLAN
7 MODULE & RACKING DETAILS
8 SITE PLAN OVERALL
9 SITE PLAN (1 OF 2)
10 SITE PLAN (2 OF 2)
11EROSION CONTROL (1 OF 2)12EROSION CONTROL (2 OF 2)13
EXISTING DRAINAGE MAP14
OVERALL DRAINAGE PLAN15
GRADING PLAN16
WESTERN RAIN GARDENS17
18
19
25
STRUCTURAL PLANS & SECTION
26
STRUCTURAL SPECIFICATIONS
27
TREE SURVEY (1 OF 4)
28
TREE SURVEY (2 OF 4)
29
TREE SURVEY (3 OF 4)
30
TREE SURVEY (4 OF 4)
32
LANDSCAPE NOTES AND DETAILS
33
EASEMENT AGREEMENTS TREE MITIGATION
OWNERPAMELA ENGLANDCITY OF AUSTINP.O. BOX 1088AUSTIN, TEXAS 78702(512) 322-6442
GENERAL CONTRACTORPOWERFIN PARTNERS, LLC100 CONGRESS AVENUE, SUITE 1710AUSTIN, TX 78701
ELECTRICAL AND CIVIL ENGINEERINGRRC POWER AND ENERGY, LLCTEXAS FIRM REG. # F-10013
ELECTRICAL ENGINEERING7662 SW MOHAWK ST.TUALATIN, OR 97062TEL: (503) 342-4062
CIVIL ENGINEERING3801 DORIS LANE,ROUND ROCK, TX 78664TEL: (512) 992-2087
GRACE McNAMARAPOWERFIN PARTNERS, LLC100 CONGRESS AVENUE, SUITE 1710AUSTIN, TX 78701(512) 394-8767
DATE
NOTICE:ALTERATION OF A SEALED DRAWING WITHOUT PROPERNOTIFICATION TO THE RESPONSIBLE ENGINEER IS A VIOLATIONOF THE TEXAS ENGINEERING PRACTICE ACT.
REVIEWED BY:
DEVELOPMENT SERVICES DEPARTMENT REVIEWCITY OF AUSTINSITE PLAN CASE NO: SPC-2016-0404CSUBMITTAL DATE: AUGUST 31, 2016
DATE
TRAVIS COUNTY TRANSPORTATION AND NATURAL RESOURCESBASIC DEVELOPMENT PERMIT NO: XXX
DATE
AUSTIN FIRE DEPARTMENT DATE
SITE DEVELOPMENT PLANSFOR
MD
1607
029
_KBS
P-G
-000
-01
AUG
UST
201
6
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TRAVIS COUNTY TNRAPPROVAL
REVISIONNO. DESCRIPTION SHEET
NO.
NETCHANGE INIMP. COV.
(SF)
TOTAL IMP.COV. (SF)
(% OF SITE)
ACCEPTEDBY COA
COA DATEAPPROVED
TREE PROTECTION DETIALS
NE RAIN GARDENS
SE RAIN GARDENS
20 RAIN GARDEN PROFILES (1 OF 2)
21 RAIN GARDEN PROFILES (2 OF 2)
22 APPENDIX R-11 (1 OF 2)
23 PIPE CLEANOUTS
24
31
LANDSCAPE PLAN
AUSTIN WATER DEPARTMENT DATE
34
35
36
37
38
39
DETAILS 7
DETAILS 6
DETAILS 1
DETAILS 2
DETAILS 3
DETAILS 4
DETAILS 5
RAIN GARDEN PLANTING PLAN AND TABULATION40
41 SE PIPE PROFILE
42 APPENDIX R-11 (2 OF 2)
Z:\PROJECTS\POWERFIN PARTNERS - KINGSBERY SOLAR-TX\DRAWINGS\KBSP-E-201-01.DWG
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TEXAS FIRM N0. -10013
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970
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nies
.com
NOTICE:
ALTERATION OF A SEALEDDRAWING WITHOUT PROPERNOTIFICATION TO THERESPONSIBLE ENGINEER IS AVIOLATION OF THE TEXASENGINEERING PRACTICE ACT.
SHEET OF
REV
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N D
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TEXAS FIRM N0. -10013
MD
1607
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1
AUG
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LEGEND
LEASE BOUNDARY
2 X 9 CANADIAN SOLAR 340 W
OH
x x
P
OVERHEAD UTILITY
PROPOSED FENCE
BUFFER ZONE
BURIED PIPELINE
EASMENT
CRZ (CRITICAL ROOT ZONE)
12 CRZ
14 CRZ
TRANSFORMER PAD (TYP.)
E
E UTILITY POLE (TYP.)
TRANSMISSION TOWER (TYP.)
EC EROSION CONTROL-SILT FENCE
PRE-CAST CONCRETE WALL
PIPELINE / DRAINAGE BORING
OHP
OVERHEAD RISER POLE
OVERHEAD POWER CABLE
AC CABLE
ZONING:
P-NP PUBLIC - NEIGHBORHOOD PLAN COMBININGDISTRICT
LOC LIMITS OF CONSTRUCTION
PROJECT BOUNDARY
0 100' 200'
1" = 100'
6 42
O
VER
ALL
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LAY
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T PL
AN
AR
RC
8/19
/16
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ED F
OR
PER
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8/29
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PER
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CR
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12/2
0/16
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1/26
/17
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MIT
EAE
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IT
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FO
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IT
MD
1607
029
KBSP
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10' CONCRETE WALL AROUNDEXISTING SUBSTATION
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BUFFER ZONE(TYP.)ACCESS GATE
WITH KNOX BOX
12' FROM PL TO FENCELINEALONG ALL RESIDENTIAL
12' FROM PL TO BUFFER ZONEALONG ALL RESIDENTIAL
ACCESS GATEWITH KNOX BOX
60' ROLLINGGATE
60' ROLLINGGATE
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NOTICE:
ALTERATION OF A SEALEDDRAWING WITHOUT PROPERNOTIFICATION TO THERESPONSIBLE ENGINEER IS AVIOLATION OF THE TEXASENGINEERING PRACTICE ACT.
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CITY OF AUSTINPARKLAND
SF-3-NPRESIDENTIAL
SF-3-NPRESIDENTIAL
SF-3-NP
PUD-NP
SF-3-NPRESIDENTIAL SF-3-NP
RESIDENTIAL
P-NP(PROJECT SITE)
SARA DRIVE
SF-3-NPRESIDENTIAL
PROJECT SITE INFORMATIONSYSTEM DESIGN VOLTAGE 1,000 V
ASHRAE LOCATION CAMP MABRYASHRAE 0.4% 39 °CASHRAE 2% 37 °CASHRAE MINIMUM TEM. -5 °CDC OUTPUT POWER 3.078 MW DCPROJECT AC OUTPUT POWER 2.520 MW ACPROJECT DC/AC RATIO 1.222RACK TABLE QUANTITY 503MODULE QUANTITY 9,054
ARRAY GCR 64%SITE ACREAGE 29.0 ACRESFENCED AREA 15.1 ACRESFENCE LENGTH 2,746 FT
WALL LENGTH 2,346 FT
ACCESS ROAD LENGTH 574 FTZONING P-NPIMPERVIOUS COVER 14,048 SQ FT
LAND USE MAJOR UTILITY FACILITIES
MODULE JINKO SOLAR - JKM345M-72-VMODULE POWER 345 WCELLS 72FRAME ALUMINUM
RACKING/TRACKER
MANUFACTURER RBITABLE CONFIGURATION 2 X 9MODULES PER TABLE 18MODULE ORIENTATION PORTRAITTILT ANGLE 20 °AZIMUTH 180°AISLE SPACING 8.00 FTTABLE PITCH 20.12 FTFOUNDATION TYPE CONCRETE
INVERTER STATIONINVERTER MODEL Sungrow SG60KU-M
NO. OF INVERTERS 42NUMBER OF MPPT 4
SIDEWALK
30" WASTEWATERLINE
DETENTIONPOND
25' MAINTENANCEROADWAY
1. THE BUFFER ZONE IS APPROXIMATELY 12.5' SETBACKFROM THE PROPERTY LINE TO THE FENCE ON THERESIDENTIAL SIDES OF THE PROPERTY.
NOTE:
CWQZBOUNDARY
CONSERVATION ANDUNDISTURBED NATURAL
AREA FOR IWM
25' COMPATIBILITY SETBACK
PARKING SPACE
2. ANY REVISIONS OR CORRECTIONS TO THIS SITE PLANNEED TO BE REVIEWED BY AUSTIN ENERGY, PARTICULARLY THOSE CHANGES THAT ARE WITHIN 50FEET OF THE EXISTING ELECTRIC TRANSMISSION LINE.
3. THE PROPOSED CHAIN LINK FENCE NEEDS TO BE GROUNDED FOR SAFETY.
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