HomeMy WebLinkAbout20-53 Oak Meadows Lot 3 Filing 1 Final Development Plat 05-13-2020RESOLUTION N0.20-53
A RESOLUTION OF THE BOARD OF TRUSTEES OF THE TOWN OF
FIRESTONE, COLORADO, APPROVING A FINAL DEVELOPMENT
PLAN FOR CERTAIN REAL PROPERTY LOCATED AT LOT 3, OAK
MEADOWS VILLAGE FILING NO. 1
WHEREAS, Oak Meadows Commercial, LLC, as owner of certain real property legally
described as Lot 3, Oak Meadows Village Filing No. 1 (the "Property"), and on behalf of
Christian Brothers Automotive Corporation, as development applicant ("Applicant"), have
submitted a proposed final development plan for the Property, entitled "Final Development Plan
Oak Meadows Village Filing 1 Lot 3 Section 6, Township 2 North, Range 67 West of the 61h
P.M., Town of Firestone, County of Weld, State of Colorado, Christian Brothers Automotive"
the "Final Development Plan"); and;
WHEREAS, the Firestone Planning and Zoning Commission, after conducting a public
hearing on the Application on May 7, 2020, rendered a decision recommending approval of the
Final Development Plan with two (2) conditions as more fully set forth in PC-20-05, dated May
7, 2020 and; and
WHEREAS, on May 13, 2020, the Board of Trustees conducted a public hearing on
the Final Development Plan a; and
WHEREAS, after reviewing the record of the Planning Commission public hearing, and
after considering the testimony, evidence and argument presented at the Board of Trustees public
hearing, the Board of Trustees finds and determines that the Final Development Plan is complete,
and that the Applicant has met the applicable requirements and standards set forth in the
Firestone Municipal Code and Firestone Development Regulations,
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF TRUSTEES OF THE
TOWN OF FIRESTONE, COLORADO:
Section 1. The Board of Trustees acknowledges the Planning and Zoning Commission's
fmdings of fact in this case, as detailed inResolution PC-20-O5.
Section 2. The above Recitals and Findings of the Board of Trustees are hereby
incorporated into this resolution.
Section 3. The Final Development Plan, Oak Meadows Village Filing 1 Lot 3 Section 6,
Township 2 North, Range 67 West of the 6tl' P M., Town of Firestone, County of Weld, State of
Colorado, Christian Brothers Automotive, attached hereto as Exhibit A and incorporated herein by
this reference, is hereby approved, subject to and contingent upon compliance with the following
conditions:
(a) The Applicant provides an updated title commitment when the mylars are
provided for recording, dated no later than thirty (30) days prior to submission ofmylars.
(b) All minor, technical corrections to the Oak Meadows Village Filing No. 1,
Lot 3 - Christian Brothers Automotive final development plan shall be made to the Town's
satisfaction.
(c) The Final Development an, Oak Meadows Village Filing 1 Lot 3 Section
6, Township 2 North, Range 67 West of the 6th P.M., Town of Firestone, County of Weld,
State of Colorado, Christian Brothers Automotive shall not be recorded until such time as
all conditions of this section have been fulfilled by Applicant.
Section 4. Approval of the Final Development Plan, Oak Meadows Village Filing 1
Lot 3 Section 6, Township 2 North, Range 67 West of the 6th P.M., Town of Firestone, County
of Weld, State of Colorado, Christian Brothers Automotive that is the subject of this resolution,
shall be null and void if the conditions set forth in Section 3 above are not complied with, unless
extended by Resolution of the Board.
INTRODUCED, READ AND ADOPTED thisay of , 2020.
TOWN OF FIRESTONE, COLORADO
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ATTEST: L o
4604338 07/01/2020 12.22 PM
Total Pages- 21 Rec Fee- $213.00
Carly Koppes - Clerk and Recorder, Weld County, CO
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RECORDER'S MEMORANDUM
AT THE TIME OF RECORDING, THIS
DOCUMENT WAS FOUND TO BE ILLEGIBLE
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112,0141CZ11131 110091,5M1 1 1 1 1 1 1 1 1 11
BY SIGNING THIS FDP, THE OWNER ACKNOWLEDGES AND ACCEPTS ALL OF THE REQUIREMENTS AND INTENT
SET FORTH HEREIN.
STATE OF II )
COUNTY OF SS
ism
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ZA DAY OF _ _ , 20
IN WITNESS THEREOF, OAK MEADOWS COMMERCIAL, LLC HAS CAUSED THESE PRESENTS TO BE
EXECUTED THIS DAY OF 20 A.D. SIGNED:
BY: R MEM A 61*J4 TV pJrA 95 'or
AUTHORIZED REPRESENTATIVE
REBEK ELLEN , UNGKUT
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Notary Putlic - Caiifornia a
Contra Costa County
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Commission x 2269200
CW-, r 9.. Expires Dec 2. 2022
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MY COM SSIOM EXPIRES
APPROVED BY THE TOWN BOARD OF TRUSTEES OF THE TOWN OF FIRESTONE, COLORADO THIS
DAY OFA&Y
207& BY
RESOLUTION NO.
LEGAL
OAK MEADOWS VILLAGE FILING 1 LOT 3
SECTION 6, TOWNSHIP 2 NORTH, RANGE 67
TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO
Know what's below.
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COVER SHEET
SHEET 1 OF 21
SCALE: 1" = 2000'
ASSUMING THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 6, TOWNSHIP 2 NORTH, RANGE
67 WEST OF THE SIXTH PRINCIPAL MERIDIAN, AS MONUMENTED BY A NO. 6 REBAR WITH A 3-1/4 INCH
ALUMINUM CAP STAMPED PLS 33642 AT THE SOUTHWEST CORNER OF SAID SECTION 6 AND A NO. 6
REBAR WITH A 2-1/2 INCH ALUMINUM CAP STAMPED PLS 31169 AT THE SOUTH QUARTER CORNER OF
SAID SECTION 6 TO BEAR SOUTH 89-34'25" EAST, BEING A GRID BEARING OF THE COLORADO STATE
PLANE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983/2007, A DISTANCE OF
2421.96 FEET WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO.
NO. 5 REBAR WITH 2" ALUMINUM CAP STAMPED "BEC CP N04" ELEVATION OF 4848.89 FEET. A NGS
OPUS SOLUTION WAS USED TO DETERMINE SITE ELEVATIONS. DATUM IS NAVD88 CONTOUR LINES SHOWN
HEREON ARE AT 1 FOOT INTERVALS.
Sheet Number
Sheet Title
C1
COVER SHEET
C2
TEXT NARRATIVE
C3
GENERAL NOTES do LEGEND
C4
HORIZONTAL CONTROL PLAN
C5
GRADING EROSION do SEDIMENT CONTROL PLAN
C6
UTILITY PLAN
C7
SITE DETAILS
C8
EROSION CONTROL DETAILS
C9
UTILITY DETAILS
C10
DRAINAGE PLAN
C11
ARCHITECTURAL ELEVATIONS do SIGNAGE 1
C12
ARCHITECTURAL ELEVATIONS do SIGNAGE 2
C13
PHOTOMETRICS PLAN
C14
LANDSCAPE PLAN
C15
LANDSCAPE DETAILS
C16
LANDSCAPE SPECIFICATIONS
C17
IRRIGATION PLAN
C18
IRRIGATION DETAILS I
C19
IRRIGATION DETAILS II
C20
IRRIGATION DETAILS III
C21
SIGNAGE PLAN
OAK MEADOWS COMMERCIAL, LLC
144 ERSELIA TRAIL
ALAMO, CALIFORNIA 94507
TELEPHONE: (925)718-9010
EMAIL: HOMELANDOCOMCAST.NET
RMICAN
CHRISTIAN BROTHERS AUTOMOTIVE CORPORATION
17725 KATY FREEWAY, #200
HOUSTON, TX 77094
TELEPHONE: (281) 675-6192
CONTACT: BILLY GREEN JR.
MG
BASELINE ENGINEERING
112 N. RUBEY DRIVE, #201
GOLDEN, CO 80403
TELEPHONE: (303) 940-9966
CONTACT: MIKE S'WANTON, P.E.
ARCMTWr
ICON ARCHITECTS INCORPORATED
6104 FANNIN DRIVE
ARLINGTON, TX 76001
TELEPHONE: (817) 655-0200
CONTACT: DANA KING
MUNMALM
TOWN OF FIRESTONE
8308 COLORADO BOULEVARD
FIRESTONE, CO 80504
TELEPHONE: (303) 833-3291
WAUR
TOWN OF FIRESTONE
151 GRANT AVENUE
FIRESTONE, CO 80520
TELEPHONE: (303) 833-3291
SMIM
Sio VRAIN SANITATION
11307 BUSINESS PARK CIRCLE
FIRESTONE, CO 80504
TELEPHONE: (303) 766-9570
FM PROTWnON
FREDERICK—FIRESTONE FIRE PROTECTION DISTRICT
8426 KOSMERL PLACE
FREDERICK CO, 80516
TELEPHONE: (303) 833-2742
SELI
St. Vraiin
SANITATION II181`ft.IC,"1'
FoEfe � .
24 HOUR CONTACT:
CHANCE HINOJOSA
281-675-6241
CHRISTIAN BROTHERS AUTOMOTIVE
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PREPARED UNDER THE DIRECT
SUPERVISION OF
FOR AND ON BEHALF OF
BASELINE ATION
INITIAL smiTrAL
12/9/2019
DRAWING SIZE
22" X 34"
SURVEY FIRM
SURVEY DAME
BEC
9/26/2019
JOB NO.
C03414
DRAWING NAME
C1 COVER.dwg
SHEET 1 OF
21
C1
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Page 2 of 21
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FIJN
AL EVELI�OPMENT PLAN
OAK MEADOWS VILLAGE FILING I LOT 3, SECTION 0
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9 TOWNSHIP 2 NORTH, RANGE 67 WEST
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OF THE 6TH
P.M., TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO
sa
US.*
Cinusim BROMRS AUMMOTM
O�
TEXT NARRATIVE
SHEET 2 OF 21 0
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PROMW_ a '
THE FINAL DEVELOPMENT 1 FOR CHRISTIAN BROTHERS AUTOMOTIVE ;THE PLANNING 1
SITE
• 1/COMPONENT 1 OAK MEADOWS VILLAGE
OVERALL
DEVELOPMENT ' 1/
IRONMWAL I, I'
INDIVIDUAL 1 REQUIRED
TO PROVIDE ADDITIONAL •1NMENTAL INFORMA11ON DURING THEDEVELOPMENT
PLAN 1 PROCESS, r IN THE TOWN/ FIRESTONE DEVELOPMENT
/• REGULATIONS.
FWATE
,
THIS FDP WILL BE MAINTAINED BY THE OWNER OF LOT 3 PURSANT TO THIS FDP. THE FIRESTONE MUNICIPAL CDOE AND THA
"CONTROLS*
/ •/FORTH HEREIN.
' i. 'I�i 11 '„1.1•; / O O, 1 ••/•
• 1;
11 1 DI 1 ../ 1 1. 1 /., 1•1 O� O 1
FDP L •.., ' L CiL i►
THE TOWN OF FIRESTONEENFORCE COMPLIANCE REQUIREMENTS/ sir•.
OPM
AMR-
FDP ILLUSTRATES AND
PROVIDES FOR LANDSCAPED
DEVELOPED 1 / OF THIS SITE IN
ACCORDANCEr DEVELOPMENT 1 OF THE TOWNOF FIRESTONE/1 1
AMENDED MAY BE
FROM TIME TO
.1I ► t 1
I I AM
IMPROVEMENTSALL / BE CONSTRUCTED NTH THIS FDP SHALL COMPLYDISABILITIES
MCUUMN ffffM
INTERNAL CIRCULATION TO BE PROVIDED WITH PRIVATE DRIVES THAT WILL ALLOW PATRONS TO ENTER, EXIT AND CIRCULATE
AROUND THE SITE SAFELY. ADDITIONALLY,1• PROVIDED
BE r / rSERVICE DRIVES ALLOW FOR PUBLIC ACCESS. ALL
1 O .CIRCULATION ROUTES SHALL BE PAVED IN ACCORDANCE WITH PLANS APPROVED BY THE THE ENGINEER.
1''I zit°
SHOWNOFF STREET PARKING FOR CHRISTIAN BROTHERS AUTOMOTIVE SHALL BE PROVIDED AT A MINIMUM RATION OF ONE (1) SPACE
PER 250 SE OF BUILDING AREA. ALL PARKING SHALL BE PAVED WITH ASPHALT OR CONCRETE AS SHOWN ON SHEET C4.
INTERNAL PARKING LOT LANDSCAPING SHALL BE PROViDED IN ACCORDANCE WITH THE TOWN OF FIRESTONE REQUIREMENTS AND
AS ON THE LANDSCAPE
WAM 1L /
WATER DEDICATION WAS DETERMINED BD ON INFORMATION11 D BY THE APPLICANT. THE TOTAL1 OF WATER
1 BE DEDICATED 1 THE TOWN1 BASED ON THE ACREAGEOF IRRIGATIONLANDSCAPING ON THE SITE AND
TOTAL ESTIMATED DOMESTIC (IN -BUILDING) DEMAND. THE TOWN SHALL AT ALL TIMES HAVE THE RIGHT TO REQUIRE
ADDITIONAL WATER DEDICATION IF ACTUAL CONSUMPTION r
CALCULATED 1 DETERMINES
• ADDITION TO BE DEDICATED 1 OPROVIDE 1 DAYS /
NOTICEF WRITTEN
BY THE TOWN.ADDITIONAL DEDICATION SHALL BE BASED ON THE TOWN'S
y DEDICATION
POLICIES.
THE TOWN OF FIRESTONEDETERMINED A 1 CBD DEDICATION
IRRIGATIONDEMAND
■
SHARES
11" r 11111111119111
A TOTAL OF 2.0 CBT SHARES FROM THE OAK MEADOWS POOL WILL BE APPLIED TO THIS PROJECT TO MEET THE WATER
_11EDICATION OBLIGATIOV..
yV=Z RMUMEMEM
THIS DEVELOPMENT ` D BY THE FOLLOWING
COMPANIES:
POTABLE WATER-
TOWN OF FIRESTONE
SANITARY SEWER-
SAINT VRAIN SANITATION DISTRICT
NATURAL GAS-
SOGAS
P1
1 POWER
POLICE PROTECTION-
TOWN OF FIRESTONE
-. PROTECTION-
•11
FREDERICK FIRESTONEPROTECTION DISTRICT
TELEPHONE-
CARBON y/ DISTRICT
RECREATION
C `►,':
ELEVATIONSTHIS DEVELOPMENT SHALL FEATURE THE FOLLOWING ARCHITECTURAL ELEMENTS. THE i
STANDARDSTHESE 1
BUILDING1. y O THE MATERIALS ALREADYBEING USED IN THE DEVELOPMENT /
SIMILARITYIMMEDIATE AREA IF DISSIMILAR MATERIALS ARE BEING PROPOSED. OTHER CHARACTERISTICS SUCH AS SCALE AND
PROPORTION, FORM. ARCHITECTURAL DETAILING, COLOR AND TEXTURE, SHALL BE UTILIZED TO ENSURE THAT
EXISTS FOR THE BUILDING / BE COMPATIBLE.DESPITE THE DIFFERENCES
2. BUILDING MATERIALS SHALL NOT CREATE EXCESSIVE GLARE. IF HIGHLY REFLECTIVE BUILDING MATERIALSPROPOSESUCH AS ALUMINUM, UNPAINTED METAL OR REFLECTIVE CLASS, THE POTENTIAL FOR GLARE FROM SUCH MATERIALS WIL
r
(VALUATEDBE TO DETERMINE WHETHER THE CLARE WOULDCREATEADVERSE IMPACT , 1ADJACENT
PROPERTY OWNERS, NEIGHBORHOODS OR COMMUNITY IN TERMS / OUTDOOR , D
ENJOYMENTOF VIEWS. IF SO, SUCH MATERIALS SHALL NOTPERMITTED.
3. COLOR SHADES SHALL BE USED TO FACILITATE BLENDING INTO THE NEIGHBORHOOD AND UNIFYING THE DEVELOPMENT.
4. /N-REFLEC11VE GLASS SHALL BE USED FOR COMMERCIAL STOREFRONTDISPLAY VANDOWS1 DOORS.
5. ALL LOADINGDOCK AND SERVICE AREAS SHALL BE VISUALLY BUFFERED •1,, ADJACENT PROPERTIES
1
STREETS
USING A COMBINA11ON OF WALLS AND LANDSCAPING.1 COLOR OF
EXTERIOR BUILDING FACADES.
1 MECHANICAL EQUIPMENT1 / CAMOUFLAGED FROM
BUILDING7. TRASH ENCLOSURES SHALL BE PROVIDED FOR EACH
ED FROM THE SAME MATERIALS AS THE
MAIN ENCLOSURES SCREENED •1
FOLLOWING8. THE
PROHIBITED CO
RRUGATED(CORRUGATED METAL AARE
TEMPORARY 1THOSE ALLOWED DURING CONSTRUCTION
1 PERMANENT 1
CODE,OTHER STRUCTURE FEATURES DETERMINED TO BE INCONSISTENT WITH THE STANDARDS SET FORTH IN THE FIRESTONE
MUNICIPAL
S. MODIFICATIONS DESIGN,COLOR, AND/OR MATERIALS MUSTS BE APPROVED BY THE TOWN PRIOR TO TH-1
ALTERATION r
DUELDIM WGHr.
BUILDINGTHE MAXIMUM 1. THIS DEVELOPMENT on.
B11ILDING SETBACKS FOR LOT 3 ARE AS FOLLOWS:
PRIMARY BUILDING:
FRONT:1 FEET
SIDE:1 FEET
REAR: 45 FEET
r 1' i'
THIS FDP WILL EXPIRE IF A BUILDING PERMIT IS NOT ISSUED WITHIN TWO YEARS FROM THE DATE OF TOWN BOARD APPROVAL
OF THIS FDP.
11' L 1
FIRESTONE,THE ADDRESS FOR THIS LOT IS 6179 FIRESTONE BOULEVARD, 1 80504.
UTuffm
14EW U11UTY SERVICES LINES r
WATER, SANITARY SEWER, ELECTRIC AND GAS SERVICES WILL BE CONSTRUCTED AS PART OF
THIS FDP. LINES HAVE BEEN SIZED ACCORDINGLY TO SERVE THIS DEVELOPMENT.
I' ' i 1
THE IRRIGA11ON SYSTEM WILL BE CONNECTED TO THE DOMESTIC WATER SYSTEM AS SHOWN ON THE IRRIGATION
PLANS. REFER
/ 1
DEMMEMM IMME-
CONSTRUCTION TOBE COMMENCED PURSUANT O THIS FDP 1 THE FORMALPERMITTING PROCESSCER11FICATION OF OCCUPANCY ISSUANCE REQUIREMENTS AS SPECIFIED IN THE FIRESTONE MUNICIPAL CODE.
1
1 1•
1`•I i
AEFER TO THE FINAL DRAINAGE REPORT FOR OAK MEADOWS VILLAGE DATED MAY 17, 200 FOR A DETAILED DESCRIPTION OF
DRAINAGE 1 DETENTION. • DRAIN TO GRASS -LINED CONVEY
_%UNOFF TO 1 DETENTION / 1 NORTH OF THIS FDP SITE WITHIN THE OAK MEADOWS1 REFER TO
THE FINAL DRAINAGE LETIER FOR CHRISTIAN BROTHERS AUTOMOTIVE DATED 11/22/2019 BY BASELINE ENGINEERING.
A SIGN PERMIT SHALL BE OBTAINED FROM TOWN OF FIRESTONEPRIM
1 CONSTRUCTION OF ANY SIGN.
PERMIT APPLICATIONS SHALL BE CONSISTENT 1 ■ 1, 1 O OF THIS
FDP.
ACTUAL LETTERS r •/ DEPICTED ON THE DRAWINGS,
BUT SHALL GENERALLY
CONSISTENT 1 MATERIALS DEPICTED ON THE FDP.
PROPOSED BUILDING AREA
r
REQUIRED SPACES PER 250/SF OF BUILDING
PROVIDED PARKING SPACES 39 SPACES*
••1 of •'• •= 1 : 1
LAM e
BUILDING
DRIVES
•.
1
/
•
PAVED PLAZA,1
LANDSCAPING
•
1 •1
OVERALL SITE AREA
1 ••,
CALLMArnONS
CLOSET,DRINKING
FOUNTAIN
LAVATORIES/SINK
,
HANv
1 SINK
EYEWASH
TOTALWATER FIXTIr�
WATER PIPE SIZE (25 GPM) = 3/4
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4604338 07/01/2020 12.22 PM
Page 4 of 21
GRAPHIC SCALE
Know what's below. 1 HORIZONTAL CONTROL PLAN 20 0 20 40
Call before you dig. 1,C4 UN
(IN FEET)
1 INCH ® 20 FT
1=
1. ANY DAMAGED i D GUTTER IN THE RIGHT OF WAY ON THIS
INSPECTOR.DEVELOPMENT'S FRONTAGE WILL BE REPAIRED AT THE DISCRETION OF THE RIGHT OF WAY
1 EXISTING DAMAGE AND DAMAGE THAT OCCURS DURING
CONSTRUCTION AT 1. COST.
JOINS2. WHERE NEW SITE WORK 1 1 1CONDITIONS1,'1
MAJORIF DISCREPANCIES•,. NOTIFY_1. PROCEEDING
WORK.THE
3. SAW CUT PAVING AS REQUIRED FROM PAVING/WALK TO
REMAIN FROM 1 BE REMOVED.
4. SEE SHEET C7 /R PAVEMENT ' SITE CONCRETEDESIGN.
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FOR AND ON BEHALF OF
BASELINE All
INITIAL SUBMITTAL 12/9/2019
DRAVANG SIZE 22" X 34"
SURVEY FIRS SURVEY WE
®EC 9/26/2019
JOB NO. C03414
DRAWING NAME
C4 HORIZONTAL.dwg
SHEET 4 of 21
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ALDVLO MFNT LAN
OAK MEADOWS VILLAGE FILING 1 LOT 3, SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST
OF THE 6TH P.M., TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO
%f.0/"HR1ST1AN BROTHER%ci AUTUMOTIVE
6' GASLINE ESMT.
REC. NO. 2980319
1 20LANDSCAPE, IRRIGATION &
MONUMENT SIGN ESMT.
I REC. NO. 3406699
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; SEDIMENT CONTROL PLAN
SHEET 5 OF 21
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+ 1 + + + + + + + + 5- + 51.52 + + + + T + + + + + + + + + + + + +
I + + s It+ I+a+ + +I + + + + +I + + + + + + + + + + + + + + + + +
I+ I I� +I + + + + + + + + + + + + W+ + + + + + + + + + +++ --4-
+ +
I + + 45' + + + + + �� + I + + + + + + + + + + + + + + + + + +
i 9 BUILDING + = + + + + + + + + + FINAL + + + + + + + + + + - ) + +�' + . + + + + + + ++ + + + + + + + INITIAL + + + ACCESS ESMT
I + +SETBACK + + + + + + + + + + + + + + + + + + -REC. N0. 4238217
{ +�+I1 +1+ + + + + + + + + + + + + + + + + + +�Y++ + + + + . + ME
+ + +�� x + "+ + "+- + + + + + + x + + �+ + + }
I I i \
CONST. 1,065 SY N
CONST. 195 LF ro
SEEDING & MULCHING SILT FENCE
I I II I
I
I I j I Poo S�
I II
I II
i__ GRADING EROSION & SEDIMENT CONTROL PLAN -
HP50.27 + + + + + + + + + + + INITIAL
+ + + + + I ME49.32 I ':
14 ME49.68 INITIAL
5 EX. 26' 26' ACCESS ESMT. I F
CODRIVE
TE REC. NO. 3406699 �I
I IN I
CONST. 150 SY 1
�-------- ------ - - - - SEEDING & MULCHING i I
s
II III 11 : I
10' ACCESS, U71LITY 11 II I l
do DRAINAGE ESMT. 1 �"
REC. NO. 3406699
1
• 11 11 I1 1
30 EXCLUSIVE ACCESS,
SEWER& WATER ESMT. 1 1 I 1
REC. NO. 3 699 1 1 1 1 1
1 1 \
GRAPHIC SCALE
20 0 20 40
(IN T)
1 INCH = 20 FT
,1�11_�1!
24' ACCESS ESMT.
REC. NO. 3406699
U�Q P��EO
75
78
64
67 I
UTILITY &
DRAINAGE ESMT.
REC. NO. 3406699
I
I
CUT = ±815 CUBIC
EARTHWORK
YARDS
FILL = • :-
9 CUBIC YARDS
NET (FILL) = ±144 CUBIC YARDS
TOTAL DISTURBED 91 ACRES
M EARTHWORK
APPROXIMATE 1 ARE NOTTO BE USED FOR
BIDDING.. CONTRACTOR
RESPONSIBLE 1R PROVIDING 1EARTH 1.
1. EROSION AND SEDIMENT CONTROL MEASURES
COMMENCEMENT OF GRADING AND
BE MAINTAINED THROUGHOUT CONSTRUCTION.
.11 11 -MAY;: REQUIRED SHALL
DURING CONSTRUCTION
AND SHALL BE
INSTALLED AT THE DIRECTION OF THE TOM ENGINEER OR DESIGNATED
2. AT A MINIMUM, THE CONTRACTOR
1. OR HIS AGENT SHALL INSPECT ALL EROSION AND
SEDIMENTi •i DAYS AND AFTER EVERY P.
ECIPITATION EVENT.
3. IT SHALL BE RESPONSIBILITY OF DEVELOPER, OWNER,1 CONTRACTOR ' 1
PREVENT SEDIMENT, DEBRIS,1 ALL POLLUTANTS FROM ENTERING THE STOR
GRADINGM SEWER
SYSTEM DURING 1 CONSTRUCTION OPERATIONS. DEVELOPER, OWNER,1
CONTRACTOR SHALL BE RESPONSIBLE FOR REMEDIA11ON OF MY ADVERSE IMPACTS TO
WATERWAYS, WETLANDS OTHER PROPERTIES AND 1F-WAY RESULTING FROM WORK
DONE AS PART OF THIS PROJECT. ALL MOVESTHAT BEYOND PROPERTY
� 1 � •
SILT, MUD, AND CONSTRUCTION DEBRIS
REMOVED.
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MEADOWSI'TOWNSHIP
OF 1 OF FIREST/ OF 1 STATE OF C1 1'A11
CMUSTUN BROMRS AUMMOTM I
UTILITY PLAN
SHEET 6 OF 21
I
IID�I
___LJCn 6' GASLINE ESMT.
EX. FIBER OPTICS LINE (TYP.)
I
III I
REC, N0, 2960319
I
II
EX. TELEPHONE LINE (TYP.)
20'
LANDSCAP
MONUMENTESIGNIESM®N
���
EX. FIRE HYDRANT
EX. WALK
I
D D
I I `� `o I
REC. N0. 3406699sp
�
CONNECT TO EX. ELECTRIC
I
LINE (RE: XCEL ENERGY)
34'
I
I I I
DCP GAS LINE (TYP.)
FL -FL
cc)EX.
CONNECT TO EX. GAS
I EX.
WATER MAIN (TYP.)
CONST. 204 LF N GAS
CONST. 190 LF ELECTRICAL
LINE (RE: XCEL ENERGY)
�
I
SERVICE (RE: XCEL ENERGY)
SERVICE (RE: ELECTRICAL PLANS)
CONST. WET TAP ON
I
i
i i EX.
GAS LINE (TYP.)
EX. PROPERTY
BOUNDARY
INSTALL TRANSFORMER
12" WATER MAIN
(RE: ELECTRICAL PLANS)
II�`n
GAS
GAS GAS GAS GAS GAS
GAS GAS
--
—+---
—_20' BUILDING
E
E E E E E E
E E T
�,
SETBACK
----------------------
10 UTILITY EASEMENT
CONST. FIRE HYDRANT
CONST. GAS METER
CONST.
ELECTRIC METER
ASSEMBLY3y�G�
I
(RE: XCEL ENERGY)
(RE: XCEL ENERGY)
1 011
�
CONST. 4
CLEANOUT (TYP )
9 ` \
1 \ EX. SANITARY MH
\ \ \ RIM= 4848.70
\ INV(SW)= 4838.50
INV(E)= 4838.30
II
II
D II z
/
D
z
I /
19 .2r
T.� I
z I
29.2'
FL -FL
7
z
I I WWI
�'�
CONST. GREASE INTERCEPTOR
_,
5,465 SF
I
Ln
z
CONST. 13.3 LF - 4" SRD35 PVC
MANHOLE
(RE: C9) SANITARY SERVICE 2.0% (MIN., PROP. MONITORING
I I I I
I
RE: PLUMBING PLANS)
PER SVSD
I 11�
I
(AI
I COORDINATION
W/ PLUMBER TO
®
CONST. 4" WYE
CONNEC110N
I
z
I SHOW INTERIOR
LAYOUT W/ FIXTURES
®
SAN SAN SAN
SAN SAN SAN
4§SA
I
CONST. 2.0 LF N 4" SRD35 PVC
U) I
1
_
SANITARY SERVICE 2.0% (MIN.) WS
S WS 10, WS
WS WS WS
WS
S
1>0P I
I II i
I
CONST. 236.0 LF 3/4 TYPE K
"
CONST. 192.7 LF- 4" SRD35 PVC
CONST. 3/4" WATER METER
I
D
, z
I�
50
COPPER (RE: PLUMBING PLANS)
SANITARY SERVICE 2.0% (MIN.)
W/ CORP STOP (RE: C9)
�'
61.2
I IID� I
I
III I I
I
----
z
EX. WATER MAIN
UTILITY do
EX. SANITARY 8"
PVC MAIN ® 0.4%
BUILDING I EX. I '
I SETBACK I I CONCRETE 26' ACCESS ESMT. I➢
D
II
DRIVE REC. NO. 3406699 I
I II I o II I r� EX. SANITARY MH
I I I� 1 1 RIM= 4849.23
I I II I I II 1
I li i r-------------- ---- INV(W)= 4837.50 INV(E)= 4837.38
I I j jl I � � II ti 11 I
I 1
10' ACCESS, UTILITY \ II 11 11 \
& DRAINAGE ESMT. 1 z
REC. NO. 3406699 1 11 1 11 1
II I O 30' EXCLUSIVE ACCESS, 1 1 1 \
SEWER& WATER ESMT. 1 1 1 \\
I II I I REC. NO. 3 699 1 11 1 G 1
1 \ \
I I 11 I \ \ 1 \
I I II I
mm
UTILITY PLAN
GRAPHIC SCALE
1 0 20 40
(IN FEET) FT
1. CONTRACTOR TO FIELD VERIFY ALL EX. CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY
ENGINEER IMMEDIATELY IF EXISTING CONDITIONS DIFFER FROM WHAT IS SHOWN ON
APPROVED PLANS.
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PREPARED
UNDER THE DIRECT
SUPERVISION F.
wrm suamiTrAL
12/9/2019
DRAWING SIZE
22" X 34"
SURVEY FIRM
®ATE
BEC
9/26/2019
JOB NO.
C03414
DRAWING N E
C6 UTILITY.dwg
SHEET 6 OF
21
C6
ft
4604338 07/01/2020 12.22 PM
Page 7 of 21
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—LIMITS OF C. & G . ... ... ... . ... .. ... ... . . ........ .......... .... ........ . ........................ . . .. ... .
14" 17"--- 3'
LINE
18" 18,
DRIVE --OVER CURB. GUTTER AND SIDEWALK
N, T. S,
2' 6" 4' 6' WHERE WALK ADJOINS A CURB IT $HALL BE
MIN 1/4 INCH ABOVE THE CURB.
/CONSTRUCTED
SIDEWALK TO CURB 1/4" To 1/2' PER FT.
4 SLOPE
"4 R
T
2 2�2R" �R.
R
4 MIN,
r
VERTICAL 6 INCH CUR.Q. GUTTER AND SIDEWAL
N. T. S,
EDGE SURFACE
1/8- R 4 1
MIN a k1 1/2" R.
'
Ia
NOTEc JOINT SHALL BE CUT'
1/4 THICKNESS OF
CONCRETF INITIALLY
DUMMY JOINT FOR WALKS OUTFALL CURB AND GUTTER
N.T.S. N.T.S.
TOWN OF CUR4 GUMER AND APPROVED BY: V"M
FIRESMNE SIDEWALK DEMIL
IN!
MR
Know what's below.
Cal I before you diq.
F ki Al DEVEI OP V - \ __
OAK MEADOWS VILLAGE FILING 1 LOT 3, SECTION 6, TOWNSHIP
OF THE 6TH P.M., TOWN OF FIRESTONE, COUNTY OF WELD,
PLAN
2 NORTH, RANGE 67 WEST
STATE OF COLORADO
CHRISTIAN BROTHERS AUTOMOTIVE
...........
SPEED SPEED
6" Sign with
36" Sign with Lffiff' ""
2) TL-3806 2) TL-3806
11,45 rive Rivets 4 5 iv. Rivets
-!-IN
_�fkM_41_N(M _)
2"
Raun�Ll� 2' RounC____-""`
Post Post
0
=3
Curb & Gutter Curb & Cutter)
04
'N
If
8rcrote �ncase 0ncreto ncose
so at Ole 8080 of i1ale
DETACHED WALK ATTACHED WALK
NOTES:
1. Attach the sign panels tightly to the post and use ovemix.ed. washers to keep
the sign from brooking loose from the post if hit by a Vehicle.
2. Sign panels should be mounted . a minimum of 7 feet above the pavement or ground,
3, Signs larger than 36 inches in length or width require wind bracing and special
post design,
row aF
FIR ESMNE
slaN Posr DErAll-
veftoiu re
RESIDENTIAL SrREM
ME
SIGN POST INSTALLATION DETAIL
SITE DETAILS
SHEET 7 OF 21
WALK-- ROADWAY WIDTI-1--- II �4WALI
CONTROL CONTROL
JOINTS JOINTS
CONTROL JOINT REQUIRED
R PANS OVER 40'
FOR
A
FLOW FLOW
6' OW UNE }LINE
TODL JOINT A \-TOOL JOINT
_'�DOWEL IF COLD JOINT
(SEE SPECIFICATIONS- DETAIL NO. 4) CONTROL
JOINTS
NDCTES� 6'
6' WIDE PAN FOR RESIDENTIAL STREETS.
8' WIDE PAN FOR COLLECTOR AND ARTERIAL STREETS.
ALL INTERSECTIONS TO HAVE ACCESS RAMPS
8" MIN, ON RESIDENTIAL.
-_CTION A —A USE CONCRETE PAVEMENT DESIGN
+ 1/2" FOR COLLECTOR & ARTERIALS.
31, 1 11501 1 1 5 �V/
IVA, =1 A,
CROSS PAN DETAIL
C4 C7
Transition to end of
plate as necessary
ai TO Sidewalk Tree Law.wn
'I
H 6 r a
4
F. 1 0 4)
4r --- CY ]� P
Remove additional < < <
ail
curb & gutter to
maintain 2 min.
adjacent curb & gutter section or
directed by PW
Tree Lawn min.
Retaining Screw 01' o,c.
or as approved by P I W CXS PLAN VIEW _CXS Tread Plate
Tread
Plate
6" Vertical Curb, Gutter, and Sidewalk Combination Curb, Gutter, and Sidewalk
SECTION A (2 VIEWS)
Variable. Max. allowable span: 1 for - Tread Plate:
0.375" Plate and 2' for 0.5" Plate 91 91 0 3; 0.375" to 0.5"
rolled-steel
diamond pattern.
1, 2 5" 25" :y Dimension variable
1 0°375" OR
10.5" when SECTION B—B
0.5" tread —
plate is used 0.375" or 0.5" Rolled
Galvanized Steel Tread Plate
L 1.25" x 1.25' x, 0,5" 0.5"0 x 1" Flat Head
Machine Screw, Bross or
.4 Electro-golv. finish
4
Concrete anchors
welded to in '--Angle iron to be
(tygle 4
iron p 4 A - drilled and topped to
receive screw
x 1.25y' x 0,5
;4
Anchor type may
vo ry 4 Concrete to be
4 drilled to allow screw
Notes: SE00,N.__C_C (typ, both sides)
1. Length of steel plate varies.
Chase
2� Cho and cover plate run perpendicularly from Property Line to flowline unless approved by PW.
C
3. Chose and curb & gutter to be placed monolithically. Sidewalk to be placed separately,
. Co -0651 prior to performing any work within the drip
Notes:
Office of City Forester at (720)913
line
line of existing R.OX trees,
CHASE DETAIL
C4 C7
4" CONCRETE A4 -4
4-0000 PSI W/ FIBERMESH)
4.' A
•
•
•
immAL suawr& 12/9/2019
DRAWING SIZE 22" X 34"
SURWf FIRM SURVEY DATE
BEC 9/26/2019
JOB NO. C03414
DRAWING NAME
C7 SITE DETAILS.dwg
sHEET 7 cw 21
C7
r_
4604338 07/01/2020 12.22 PM
Page 8 of 21
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CON STRUC-110 N CICINS IUC I ION q TRwLERS
PARVING ',IF
t2MIUU
33
3" MIN. T11C� NI
GRAAULAR RP -ERA-
STARI[ 17FP
CONSTRUCT ON
AREA p
��EE j
ELLENTRANCE
DETAILS VTL-1
10
--iiT FFmC.,F 11R CONT:&.C:T,9p,
SF/CF SF/CF --N('INC, k, NFF-)Fr
- - 1--1
SSA-1. STABILIZED STAGING AREA
5ILN3IL12LD SIAG:1`40 ANLA INSAAL-AlION! NC116
SILL ' 14 LAN L%Y 10
-LOCA-101`1 OF 5TAGI'4G ARI - CONTRACTOR MAY ADJLST I-CC1,TION AND SZE OF STAGING AR-1, wiTri NaPRDV,aI_
FROM THE LOCA JURSDICTION.
2. STABILIZED S-AGNC AREA, SHOD-D BE APPROI FOR THE NEEDS OF THE STE
0'JE9SI211`43 RESULTS IN A I AREA TO STAB 17E FOLLOYANG C(XNST91L:GTION.
1 3TAGII`,G AREA 5-01_1_ BE STA-31LIZEE PRIOR T' , 0-1-E', QFE?A-notis ON THE slT--.
4.
THE STABILIZED S_AC NC ARID', SF A__ CONS ST OF A MINIMUM 3' THICK CRANULIR
WATFRI(4
S. mi F,,% :DTIFRwi-,F ,r,FC. F 717) jy tO(Ai PCCA =H-Ai I CONI.11,T C.F DOT
5--CT- #7C3. AA511-0 #3 COARSE AG3F,-_,1A7E OF, 6' (miNJSj XC_
6. AXITICIJAL PERIME-EP BhiFs MAY BE REX RED INCLUC':NG BUT NOT UN TED _O SIL_
FENCE ANF -_'0NSI1tXII0N
SIAUILIzLD -IACNG ARLA MAIN LNAJ,,CL NEILS
' NSF`L_ OV's LACtl WOVKLAY, AND VAINIAIN '1ILM 14 LIILCIIVL OPILZMING CDfL)III0F.
MAINTENANCE OF 8101's SFOU- - D BE P:�OALTIVE, NCT tEACTIVE. INSPECT BMI's AS SOON AS
POSSIBLE (AND ALWAYS WI-HIN 24 HOURS) FOLLMIAING A STORM
THAT CAUSES SJRFACE
EROSON, AND FERFORM NECi PiAl'f-I
2. --REoLjENT OBSER\vATnNS %HNC MAINTENANCE ARE NECESSeRY, TO MAINTAIN SmP-, IN
EFFECTIVE SPEIRATING CONDITIGN. INSPECTIONS tNC CCIRR70-NE MbSUFES SHOULD BE
DOCUMENTED TAO?CIJGHI
3. AHEFE BMIFs HAVE FAILED REPAIR OF REPLACEMENT SHOULD BE INITIATED UPON
v
I ,
D COVERY O_1F -7- FAILL3E_
d, FZCCK SHALL BE PEAPPLIEC C9. R____RftDI AS NECESSARY IF PUTTINC OCCURS OR
UNDERLYAG SU3GR4J]E i EN11CSED.
STABILIZED STAGING AREA DETAIL
C51 C81
A - Loamy or Clayey Soils
Mix
Species
variety
Per -cent of MtK
(Qrilled Planting) PLS tI
(Broadcast) PILS tbs./Acre
Westernwheatgrasr
Amba
25
4
a
Green nepdlewass
Ladorm
20
2
4
Blue drama
I-mington
20
06
1.2
Buffalograss
Texaka
10
1,7
3.3
Gardberg bluegrass
10
10,3
0,6
SidpoaI;s grama
Vaughn
15
1 1_4
28
TOTAL:
Foothills
10D
1 1 D Ib5/ar.
19.9 hs/ac.
B - Shallow
Species
Mix
Variety
Percent of Mix,
(Drilled Planting) PLs hi./Appe
(Broadcast] PLS Era. Acre
8iq bluestenn
Kai,20
2.2
4,4
Sdeoa� grama
Vaughn
20
1 8
36
LUIP lblunstpm
Paouira
20
1.4
2.5
Yellow ndiangrass
Halt
10
1
2
WesLerri VolleaLgrass
Arriba
10
16
3.2
Needleandthiread
10
1
2
Swuhgrass
Nebraska 28
5
0-3
0.6
alJa grans
LoOngton
5
0-2
0.3
100
95 llbs./ac.
1 RID lbs.lac.
It
species
Variety
Percent of Mix
Oilled Planting) PIS lbs./Acre,
[Broadcast) kS ba.-/Acm
Western eatgr@ss
Arriba
45
7.2
144
Green needlegrass
Lodorm
24
2
4
avitchgrass
Nebraska 2B
15
07
1.4
Blue grary's
Low igLari
1 10
03
0.6
Yellow adiangrass
Ho�t
Is
0.5
1
Biq Uuesi:ern
Kaw
5
0.6
1.2
TOTAL:
100
11 �j ilbs /ac
22 6 lb5 /qr
iss,
Vary
Percent of Mix
Oilled Planting) PLs ma. Acre
(Broadcast) PLE III
Arizona fescue
Retlon l0
20
0.9
1.9
'Western wheatgrass
R9sana
15
24
4.8
blue qrass
15
0-5
1
Sheep fescue
ca-dar
is
07
1.4
Blue Grarqu
I-mmigtan
15
0.5
1
Sender voheaLgrass
San Lws
10
1.1
2.2
Mountain brume
Brclmar
10
19
3.8
TOTAL:
"Firevvise"
100
8.0
16.0 libs.lac.
E - Mountain Home
Species
Mix
variety
Percent of Mild
Willed Planting) PLs iba./Acre
[Broadcast) PI ibs./Arre
Blue Tama
Lowngton
20
06
1.2
Svearnbank 0ieatgrass
Soda-
20
2,2
4.4
'Nestern wheatgrass
Roaana
10
1,13
3.2
Thickspike. Waratgrass
Critona
10
11
2.2
Canby bluegrass
I C".bar
120
1 O_:3
1.5
shbep fescue
ceivar
1 20
FL_
2
TOTAL:
1 100
7,3 lbs./ac.
14.5 lbs,/ec.
F " Pike's Peak 1;ranite
Species,
Mix
Variety
Percent of Mix
(Drifled P18ntiftg) PLS lbs./Acre
(Broadcast) PLs tbs, Acre
EI grarna
20
0.6
1 2
Litdf- bluestprn
pastil ps
15
1.1
2.1
Sheep fescue
Covar
15
0.7
1.4
Ari2cnia fescue
RedojAcj
1G
0.5
0.9
Indian ncegrass
1`1310ma
10
11
2's
Canby bluegrass
Ganbqr
10
0.3
0.6
VV�sw_rn whoatqra�;s
Rosana
10
1.8
3.2
Thi rkEpkr rhea" a iz�
Ceitana
101.1
2.2
TOTAL:
1 100
17.2 Ibs./ac.
114.1 llbs./ac. I
G - High Elevation Mix
>6500'
species
variety
Percent of Mix
(Drilled Planting) I lb Acres
(Broadcast) PUS ►lbs./Acre
Arizqr-.n fP$CLJ(1
Radqpda
20
0.9
1.6
Alpine lbluegraam
20
0.6
1.2
CariLl bluegrass
canbar
20
0.6
1.2
Vdesir,2rn wheatgrass
Rosana
10
1,6
3,2
ThiGkspike wI
Oman@
10
1.1
2 2
Slander .0natgrass
S"Iq 1_1)IE3
10
1.1
2.2
Mau intain bmme
BrDmBr
10
1.9
S. 3
TOTAL
100
7.8 llbs./dc.
15.6 lbs./ac.
2 l SEEDING AND MULCHING DETAIL.
C51 C81
FINAL DEVELOPMENT PLAN
OAK MEADOWS VILLAGE FILING 1 LOT 3 SECTION 6 TOWNSHIP 2 NORTH RANGE 67 WEST
OF THE 6TH P.M., TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO
CHRISTIAN BROTHERS AUTOMOTIVE
RTkRjL17FD STAGING AREA MAIN -I NCTFf
5, STABILIZED S-AG,NG AREA SHALL BEINPAVING,E,_4PGED IF NECESSARY TO CONTAIN PAVING,
STORAGE, AND LNLOrDINf,/LOALI OPERA IONS,
R THE ST.ARII 17Fn e_AC NO 4RFA ',FA RIF RFMnVFf) AT THE FNI) nF P..,)N�TRiInT1')N TF.--
SEA'4t. AIR MATFIR, I Al ;FA 1 RF RFM0VFP. DR, IF A-PF.L)VFn RY THE lr(1.04 J URI ST-11 !:Tl-.-)PN
t r -H np�n 1__.�D ON �,17. Alf) THF 4RFA cnVFRF'� VA r, , n, �FFD70 A,'Jf, PfJl C-11'r, 0R
I ;TAR1117FN IF, A rJANNFR AIDPRovFr' Ay itiPicniC7i(N
NOT7".i MAZY mijriiril];kii-FS PROHI;1iT THE t.iF OF RFCYI"ir-) .^,C.:,jCRFT7- AS C-.QANifl,AR
MA_EHA,_ FOP 5_ABLI2E_D 3TAC11,31 a%REAE DUE Tc rIFFICJLTIEE WITH RE-ESTABILIE-HPiENIT OF
V7C11ETATIQN IN AREAS WHERE RECYCLED CONCRETE %YAS PLACED.
NOTE: MANY JURISDICTIONS -LAVE 3MIP DE -AILS THAT VARY FROM IJDFCD STA413ARD DETAILS.
LOC,%L CONSURIS:)IC-IQNS AS TO CONSULT Y(IT�l WHICH DETAIL S10JLD BE USED WHEN
DIFFERENCES ARE hjoric,_
,D=AILF. FLR4TlEr FIRC-pi 00U�LkS CDui,Ti. C'J_0RADI HUT _w-jLaBLE IN p.L'21CAQ
C-P.-JSHEC I
ENCLOSED Ili WIRE MESH 1,6" (MINUS)'CRUSE _D z?OCK
WIRE _E ENICS 7NCI !)�',F!) iri wiRF rvF_�H
Ji
0
4" TOO S' MAX AT
0" ON BEIEFICCIK' OF, CJTIIEVWIr-E
I 7�' 3"-10" 3LPLI
I iARn -ipF
IN SOIL ON 17'."MECTIT-0
SED UENT LCA3S
ROCK SOCK SECTION ROCK SOCK PLAN
ANY GAP 7,T JOINT SHA__ PE FILLED Fr- WITH AN ACEOUATE
AMOUNI Cl !X" 'MINUS', CHUS ILL) POCK XvJ 74�AIPLJ
WITH ADDITIONAL WIF.7 MESH SECURED TO _NDS OF R31C<
I SOCK, RENF04CIED SOCK- AAN ALTERNATIVE TO FILLING, JCINTS
IYP CEPIJEEN A_'.uOII- RCI-V SOCKS MT I CI RGCK AND
ADDITICNAL VARE WI-APPING, ROCK S.-WKS CAN EC
QVILRLA!"LL) 0Y'ICALLy 12-INCH 0VLPLAF) Ic AVO 3 GAP's.
(i \f]A_10. A TAR 1 7
SILVE SIZE M.46S DERCENT PASSING
ALVI-Z
ROCK SOCK JOINTING NC. 4
2C 55
C_ I
f,
ROCK SOCK INSTAII NOTES wrciica '�PF-12WICATION$ FOR 1 4
CO.AP,SE AGGREGATE FOR C011CRETE
SEE DLAN VIEW I PEP, AAS,iTC, 1,A,3. ALL _ ROCK !SIIALL I -LOCA-ICN(S) OF :ZOCE SOCKS. 17FOCTuRID I A--
2, r-RUSH=D RC(,K SHALL BE 1Y-,:' 'MINUS) IN SIZE VvITI- A F:��CTU�ED FACE (AL_ SICES)
Amn ';HAII COUPI, rRADATICN fiHOWN ON rlIS iHI`71` (Ijj- rAINIlq",
3. ?011 UFSH FiAd I R7 FARRICATI OF 10 CACF 1001TRY VFSH, nR FQJIVAI FNT, WITH A
MAXIMILM DPLNING a1 RLCOMIM-ND_E VNIVJU R-DLL WIPIH 0- 48"
4. WIRE MESH SHALL BE 'SECURED tSNG "AGS RINCS' CP. WIRE TIES AT 6" CENTERS
Al DING Al I . DINTS AN-)„T 2" C.FNTFR1% ON 1`14171S f-?F I.00K9-
b. SCML MUNK; 'ALI I LS MAY A -LOW i I- U:SL J1 IILILV I AU ZIC AS AN ALI LI 10 VIIHL
MC= I ,3R THE -?CCK --NG--X-UF,'E.
RS-1. ROCK SOCK PERIMETER CONTROL
C
1. :NSPEC- 1311rls EACH WORIQ?NY, AND MAINTAIN -HEM 14 EFFECTIVE OPE:14�TING CONDMON.
MANTENANCE OF SMPs SFGU-D BE PiCACTIVE, NCT 'REACTIVE. INSPECT BMPU AS SOON ?6
PC, cSlr I F ( PN ri Al W AYc% WITHIN -, I H 1.) L I P 5) FrIl I .MAN(-. A ;7 n P M T-4A- 4,'Al J 1, F I P FlkrS,
FR0'zd(_N, 4N,1, F-RIFORM INFCF1,1�&RY Pirif-FNANC._
2. -�;EQUENT OBSEPVATOI,� AND VIAINTENAflCE AF;E NEE11,ARr Tcl IIIAINTAIN BMFa IN
EFFECTIVE CIPERATING, CONDITICN. INSPECTIONS ANC CORREC-1VE MEASURES SHOULD BE
DKiCUMENTED T 104CLIGHLY.
3- WHERE EIMI HAVE FAILED REPAIR OF RE"LACEMENT SHOULD BE INITIATED UFON
Di7tC,,9,jFRY OF 1-7 F,4iit.RF
4- RCCK SCCK1 13HA__ BE REPLACED IF THEY 3ECOME HEAVILY Sn-II OR DAPAGE0
FIFYOND F7F'AIR
5- SEEIMENT ACCUIAL-ATED UP TREAI`r CIF ROCK SOCKS SHALL BE REI`tCVED AS NEEXD T'_
MAINTAIN FUNCTIONALITY DF THE BIYP, TYl`aALL1 VVF-N DEPTH OF AC2UVULATEE SEE KIENTS
IS APPFOXI � OF IFIE HEICHI 01 F- I SOCK-
5. _eff,K i(XXI ARF TJ Pf'rJAIN ri -,iA(,,F UNTI THE UPSTRFAM Di`-L91FIF-I ARFL, 1.
STAIDLI-ZED AND ArrRCrdEj DY TIC LGCAL JL7,IOC-_-Ti0N.
I 'NH ET, RCICX SOCKS ARE `1EM'_'Vc_D, A-- DISTURBED AREAS SEAL'_ BE COVERED WITH
TOI-S-31L. SEED-D AND NJI 17 0OT 1171761 �]T,�137ED AS A1r1R,.:byED DY LCC.-L
JI IR S
'IJ DICTICIN-
u , - 21L AJA'ItD CHUM ITHN Ut I M<LN, 'L;CLL)-A)IJ NIND ill" UI AC.XURA. UU_UK-LKJ, 40 AVq- _E IN AU UUW)
INKJTEMANY JURISDICTIONq P:DE BVII DETAILS THAT VAR, -RCM DC -'CC STANDARD DETAILS:
CO,jt�lji_T WITH LOC,21_ A� TO WHICH DETAIL '-i(jJLD BE uIED Ni-i7N
DIFFERENCES ORE nGTED_
r,PjT-: Tj - CiTA_3 INCLUEEC WITII 1IIS FACT 31 F__` '_-IICW CI -II USED CICNV_N_101`1AL
MEPICOS OF ?CCK SOCK NS-ALLATION If, THE DENVER 6A__TR0CLI_,AN Af,11_14. _IIERE ARE
MAN' 01111_d SMILAIP PH-JIJINIILI.QkY IINUUUUIE JM II IL M.,MhK_I. UUI(-J NLIIIILIH NIJU,,Sl_S-�
NOR DISCOILRACCi UDC Or "RO!"RIETAI PROTI-_TION TIRCOUCTS- IN 1 - CiEN'T
PROPRIETARY METH-1OF ARE LISED. _Fm _Arnparl DETAIL FKjV THE MANUFACTI-II MLIS77-
AF w,,i1ir:Ff) IN -HF !�V&il ANF, T-iF :�Ivf, mtpr,- RF NSTAilFf: ANI'l uAiNTAiNrT) P,�,
IN INIE %iANUIACIJhLr"z ULIAIL'-.
3
C 5� C78
a & , I I kilic 1714 4 ific ?1141 11: 1 V I I
EROSION CONTROL DETAILS
SHEET 8 OF 21
VTC
�o For
WIDT 1- CAll RF
ESS 7 CONST.
VL1 I '.ILLS All I_
311 Y13 I rALL"
C'ONFINED DIX
SIDEVIALK OR OTHER 9C FCOT CIII SIDLS)
RAVLU SU11ACz.
7". L
0
ift FSS PTHFFWI�;7 I.;PFC'.IFJFF)
P-1-
RG.IQW,�,Y AL USE
CDC? SECT. #703. AASI TO #3
COARSE AGGREGP_E OR G"
MINUS ROCK
NON -WOVEN CE0_E:9TILE FABRIC
E.-TWEEN SOIL ANC ROCK
INSTALL ROCF, I WTH
C-R BELOW TOP OF PAVEMENT
LNLESS OTI EP7CIFIED I LOCAL
JLRISUICTDN. USE CDOT SECT. #702. AASHT-.J
V3 COARSE A-,IGR.wrATE
QR 5" MINUS ROCK F-
iwT
,AONJ-WCVE,4 PECTEXTl-;:-
76,BRiC
COMPACTED SUBGRADE --/ SECTION A
VTC-1. AGGREGATE VEHICLE TRACKING CONTROL
E _AFF117F.)NSTRijCTI��N FNTFIAIF; IN_AjI AT-N K .-)OTF�� ST f) C. SEE 'LAN VILW TO-
-LUL:A. EC-N OF C:)NSIHU'_'IIUN LININAINC-L(S)./E.If I(S),
-TYPE Or CCNS7FzuCT.nN ENMANCC{S/EXI7S(8) 4VTH17orTH0LT 'AHEEL WASH,
4_CN�TRIJCTICN MAT DR TRU).
2- CONS I MAI OH IRFd SIAHILIZED _O'4'3IP.JCIIQN -N'N_4CEE AR- O'aLY 10 HE
USED ON SFORT DUPA-1CN PRO,ECFS ',_)V-ICA__Y RAIAGIINv FROM A WEEK TO A MONTiy
4VHFR7 _H7RF Will RF IIIJITFD VFHI(',,JIAFI ATP.FSS
3, A STA21-17TE CCHS-RUCTION TN_FANCE,E'M7 SHALL BE _-0CA7E7 AT A ACCESS POINTS
WI 111F,__ VII 11CLEIS ACCES� T 01 C'ONSTR.jCFi0N STE I PAVED I r-or-wAy'z.
4- SFAL31LIZLD CONSlil-Cl 311 LINIPALCIE/LX11 SHALL I INSIALI-al) �R.IOR 10 ANY LAND
DISTU;?EING AC-IVITIES.
5A NON-WO'C`EN 3EOTEX_ILE FABRIC SHALL BE PLACED UNDER HE STABI-12ED
CON
STRUCTION_7NTR.emC:/ExiT PI TO THE PLACEMENT CF ROCK,
G. IN, `^;`7 ')-l-FIWIFF qrF(.F7r) :1Y 10CA R(.PK 7�HAI I 17C.N�11!�T CF DOT
S--'-T- #7C3, AASH_C- #3 COARSE AG�f�EII��E OR 6- fMINJS) ;�CCK_
ST,NI9117ED CONSTRUCTIONFINTRAI MAINTENANCE NOTES
eM213 EA•CH WORKDAT, AIND MAINTAIN -HEm i EFFECTIVE OPER�ATIN,� Cof-,DMON.
NANTFNANCF OF RMI RFOLI D FF F1W_A-�:T1%!I NCT ?FN'.TIVF. IW�IQFCT RMpr". AS 1;nOf4 NS
110.5;S[Al I �ANI-j All WAY, INI-HIN 74 HOUR-ff) FOI I -WAI A '&TnPM YHA" CALJSF..; °,,jRF.knIF
EROaQN. AND FERFORM NECE35AfV ri.A-1EfANC7.
2- ?COUENT Ci13SERVAT31,5 AND MAINTENANCE ARE NECESSARY To MAINTAIN GNPs IN
EFFI CF, TATING CUND[TICN. INSF'E,_,TIUNS AND CORR7��I 1iEASURES SHOULD BE
DC-�UMENTCD TIC_,'CUGIILY_
3- WHERE BtJF3 WALE FAILED REPAIR OF, REPLACEMENT SHOULD BE INITIATED UFON
DISCOVERY OF -1-r FAIL1_RE_
4. RCCK SHALL BE REAPPLIED CIR R70I AS NECESSARY TO -HE S-AELIZED
LNIFANCL/I I-D AAINIA11 A CONS'.31-N2 DILPI'll.
S_ SIECIMLN1 PAL4LD CNIO PA'VI rDAUS; IS [0 RE PIENOVED HPL`-UGFIOUI IFIE UAV AND
AT THE END OF -HE DAY BY SlOVELINS OF SMEEFIHG, SEDIMENT MAY I 3E WASHED
DOWN 'S C`0SEWER UHAINS.
NOTE. MANY JURISDICTIONS HA'E BVF II THAT V4PI 7POM UE^r_'E 3TANOARD DETAILS.
'GIISULT WITH LOCAL .AS TO WHICH DETAIL S-iOjLD BE USED WHEN
LAHLINI AIRL
,D=Aji - -I AnA Fr. FROM OTY (IF F;RMMFIF1 11m.i 9:mnn, NCT AVA A -I F IN AI.
4 l VEHICLE TRACKING CONTROL DETAIL.
c CS J
WArIIC.IIT
Li
3. T
2
7
7 VF-fl(.I
j U X 6 MIN.-
CDWTRCL (SEE
vTC FFTA I Z flR
OTHER STAB-=
SURFACE
BERt
IN
CONCRETr- WASHOUT AREA FLAN
12" 7YP CCMFACTEC BERM ARGUNIC
_T-11E DER METER
2Z SLC P E
777
3Kd N. '7
1,Nr)',T,IF;RFP ')R373
CnMFIpC710 SCIL A MIN.- vEHICLE TRACKING
CONT3C, `SEE %,TC
SECTION A I)FTQI
CWA 1. CONCRETE WASHOUT AREA
CWA INSTALLATON NOTES
% SEE 'LAN 41IE%V 10-':
- CWA I ,lSfALL..IICN LOCAlION.
2� JC NOT LQr,,�TE AN UNLINED CIYA WITHIN 100' OF ANY I ORNIV.0- PAT-I�wa OR
WATEPBODY. DO NOT LOCATE 'NI-IIN J.DOC' 07 ANY WELLS -DR CRNKNG WATER `-X-?Cl IF
SITE C:�,,N-�TRAiNTS MAKE T-itS- INFEASIDLE, CIR IF HiCHLY FERNEAELE �X)LS EXST C,4 SITE,
THE r.�A MIST BE `15_ALLE1WIFH AN IMPERMEABLE - INEIR C6 MIL MIN. TI-ICKNESS) OR
SU�FAC�� STC;:,<E ALTEI USINC PIREFA3RICATED CCNCRETE WASHOUT II OF. A
LIIED AEOVE 3ROUNE STORAGE ARE SI-0U_D BE USED.
1 THE CWA SHALL E7 INSTALLED PRIOR TO CONCRETE PLAC7I`AE7'4T ON SITE.
4, nWA SHAD I II LnF A A AT 5ZIIRSII1R__1.nF PIT -HAT :1, A- F.eqT F.' RY A' ',I rPFS
L7-A[)fN'6 OUT OF THE SUBSURFACE FIT SHALL DE 3:1 OF FLA777R. THE '17 SHALL BE AT
LLASI .5' DELP.
5- aERM SURROJNDII SIDES :AND EACK OF THE C%V.I\ SHALL HAVE INIINIVLIV HEIGHT OF V-
5. VEHICLE TRACKING PAD SHALL BE SLOPED 2% TGWARDS THE CWA.
7 SISNS SHALL BE PLICED K_ TH_- CONSTRUC-InN ENTRANCE. !,T THE CY/A, ANC
ELSEVIFERE AS NECESSARY TO CI_EjVI INDIU-TE THE -OCATION OF THE CWA TO OFER,�70,'S
OF CONCRETE TRJCKS AND PUND Rl',S.
B. SSE EXAVATED MATERIAL FOR PERIMETER EERM CDN5T:?UCT-3lN.
>
v.
3' T
3.1
-b X 6 MIN.
W CONT:�Cl_ (SEE
VrC FjFTA,I OF
OTHER STAB-7-
1�
R,
BERM
IN
CONCRET- WAS11OUT AREA PLAN
12" 7p, ,C\1I BERM AROUNDJE PER METER
2% SLOPE
.3 M
[.Iqr, -,T IRRFr. I)R 3
COMPACT-_0 SCIL VEHICLE TRACKII
CON FR
SECTION A
CWA-1. "I-lONCRETE WASHOUT AREA
CWA INSTALLATOIN NDT7S
'aLL ILAAI VJIE%Y FQ->;
- C NA I 4StALLAI[C,,N LOCA11011,
2. IC NOT LOCATE AN UNLINED GWA WITHIN 100' OF ANY I DRAIVL7 PATiWAY OR
WATERBODY. DO NOT LOCATE 'NI-IIN I.DOG' 0- ANY WELLS OR DRNKNG WATER I:.3U7CES_ IF
SITE CCNSTRaJNTS MAKE THIS 114FEA1313LE, CR IF HIGHLY FE:?MI SOLS EXST C1111 SITE,
THE C*A MJST BE NS-ALLED WITH AN IMPERMEABLE JqEIR. V6 MIL MIN. TFICENESS) OR
SU�FAC_ STO,AC-E ALTEI USING PREFA31RICAT_D CCHCRETE WASHOUT IDEVCES OF A
LIIED AEOVE -_ROUNC STORAGE ARE SF-,X:_D BE USEC.
1 THE CWA 'SHALL E__ INSTALLED PRIOR TO CONCIFETE PLK;7fAE4T ON SITE,
4. ::OVA SHAH II A FIAT SURSURTAC.F PIT -HAT S A- FAST P' RY 8'
_7AMN'6 OUT OF THE SUBSURFACE PIT SAALL 217 3:1 09 FLA77R. THE 17 SHALL BE AT
_ASl j' ULLH.
5- BEAM SUAIICJflDII SIDES AND EAC-1K OF THE C%VA SHALL HA\C MINIMUM HEIGHT OF 1'.
5. VEHICLE TPACKING PAD SHALL BE SLOPED 2% TCWAR.:)S THE 2111A.
-7- S1•;NS SHALL BE PLACED A-- THE CONSTRUC-MN ENTRANCE; AT THE CY/A, NiND
ELSEVA-Z'E AS INECESShRY TO CLF�%R_V INDICATE THE -OCATION OF THE Cal!', TO OPERA_CRS
OF CONCRETE TI AND PLIND RISS.
5. JZE E�GAVATED MATERIAL FOR PERIMETER EERM CDNSTRUCTON.
5 l CONCRETE WASHOUT AREA DETAIL
C5 I C8J
911- FFII('.F
GFCTFxT I F
nOMPN.^.TFT)
BA3KFILL
DIETING
C-10UND
6"
wkT I r,,!F;T 11
OF S LT ENCE
"FAIL" SHALL BE
BJRI=D
JOIN
ROIAII
POSTS �HALL BE JC- NED AS
SF -OWN. THEN ROTATEE '80 CE3.
IN 01PECTIOA SHOWN AND i
INTO -HE CROUNIE,
' F N11
,RECC-MMENDED) WOODEN ff
�EWE POST 'NI-H. 1C' M.4X Lf
SPACING
39" 4-8"
Ty,
SILT FENCE
RCSTS SHALL OVERLAP
AT X NTS SC TiAT. NO GAFS
EXIS IN SIL I
TH CK NESS C- CEOTEX-ILE HAS
SEEN EXAZ,CERATEC. _YP
SECTION A
SF-1. SILT FENCE
SILT FENCE '4STALLA_IQN 'NOTES
SI-T FENCE MUST BE F2,CIED AINN" FROM THE TCE 0- THE SLOPE TO ALLOW FOR WATER
P� FENCE
OI 51 AT THE TOE OF A SLOPE SHOULD I INSTAL, ED IN A LAT L9C4,T ON
AT LEAST SEVERE,_ FEET (2 5 F-) FROM THE 70E OF THE &LCP_ -0 ALLC7j RCON FOR
`-INI)JN(-, Ai111`1. �FP--)Q1Ti(I
2- A LNNC:%�. 6" ',i 4" ANIC113V IRLNCII SIIAUL LIL LXCAVA LD I -SING IRL"CIII-1, op SIL
FENCE 145-ALLATION CEV'-E. 40 F.CAE GRADERS. BACKHOE5, DR. 511411_4R EQLIMENT 51
BE: USED.
3_ CCMPAC- ANCHOR TRENCH BY 1-AND %1TH A JUMP NC JACK" DR, BY WHEEL ROLLIN--
,.OY,PACTI`(_,I,1 9AAII RF SUCH THAT F�RT FF4CF RI PIJIIFn Cpff OF ANC,HL)P
TPFNCF R'r
4. SILT FENCE 'SHALL 3E 3U__ED TIGHT AS IT IS ANCIOREC To THE STAKES. -HERE SHOULD
BE NO N-n-tCFARUE SOL- 2ETfflE:'W S-AXES AFTER IT Hts BEEN ANC ORED To -HE S-AK7S-
i5 'FF09RIHAIIRFANrF-Td91r-9.7
OR NAILS WITH I" HEADS. STAPLES ARD NAILS SHOJLD BE PLACED) 33" ALCNG THE FABRIC
DOWN TFE STAK-7.
6. AT THE END OF .4 RUN OF S LT :E_I ALONG 4 (-CNTOUR. T1E SILT FENCE SHOULD EE_
TURNED PEPnENDICULAP TO THE CONTOUR TO CREA-17 A `J-HOOV." THE "J-1-nOK"
FXT, _Nf)'JC� F1FRI1FNIA(:IjIAR V_� THF -_'INT0UR c�HOLIIII AF C.F !�!.FFCIFFAT tFNi_.TH TO KFFF
RJNOFF _',OM I- OWING AROUND THE END OF TI'_ �-L_ __Nkc- (TY'ICALLY 10' - 20).
7, SILT FENCE SHALL 3E �TSTALLED FRIOR TO ANY LAND CISTJPBI%IG AC M-17-S
SILT FENCE IVAINITENANCE NOTES
.. NSi SN':i EACH WORKDAY, AND MAINTAIN _HEM 'I EFFECTIVE OPE'ATINu CONDIT10F.
MANfLNANCL 01' UMPs 51 JU_L) UL `7.QA-1I,/L, NCI 'LACIIVL. INSIPLCI 13KIP5 AS SOON .AS
POSSIBLE (ANC, ALWAYS WI-HIN 24 HOURS) FOI A. STORM T4A- CAUSES SURFACE
EROSION. AND FERFORM NECESWY fvAIJ-Ef,:AI
2. '_REOUERT OBSERVATONR SJ40 MAINTENANCE ARE NECESSARY TO MAINTAIN BIAPE IN
EFFECTIVE CPERATING CONDMCN. INSFE-_TfOINS ANC CORSEn-NE MEASURES SHOULD BE
DQ<MVEI`+TED T-iQ'CUGHLY.
3- WHERE HMI HAVE FAILED, REPAJIR OR REPLACEMENT SHOULD BE INITIATE:) UPON
DISCOVERY OF T__ FAILURE.
4. SEDIMENT ACCUML-ATED UPSTREAV OF THE SILT FENCE SHA-L EE REMOVEAS NEEDED
TO MAIINTA:N THE FUNCTIONALI Of THE BIvP. T"PCALLY WHEN DEPTH OF ACCUMULATED
SEDIMENT'S IS A'PFCXMATELY 6'
5. RFr'AP OR RFr'IA('F f; T FFN(F WHEN 7-]FP-- ARE FIPNn OF WFAR, Sl:-H AF!
TI OR rO. AxF
6.l T FFNF 17 TO. RFI 11, rl.AC7 1.11-11 TF= IjrFTF-A%?. DIMTIRA 710 ARFA '; �,V�Bll 7 , �fl
AND APaROVFr RY THE IOCAI :JRISDICTION. ,)R IS �,,FlPi,^,:'�Ff-. Aft' AN -.ju:vi,:FNT E]FRiMFTFR
SIEL:I CONTROL tRJP.
1. WHFN =,Il FFNCF li RFM()'vF), Al I )J5TI_RRI ARFAS SHA; I RF n(WFFIFFI WtTA TOI
SEEDED AND I OR OTiERyviSE STABIL7EC AS A�Pi By LOCAL jkjRiSDiCT10F.
,DF-.JL FROM TOWd CV PAIi _-CL3PJ05 AND CIT- OF PURCRA. NDT hVQI_k13I_E IN AJTOZ:'D)
NOTE: MANY JUPISCICTIONS 1-1WE BYP DETAILS THAT VAR, 'RGM USCG STAiNDARD DETAILS.
WITH 10(1A1 A; TO WHICH DFTIAII SHt JIr RF
DiFFFRFI,jr.Fq eRF !q<)TFO.
6 l SILT FENCE DETAIL.
C5 FC81
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NA -
FOR AND ON BEHALF OF
BASELDIE CORPORAMON
NTIAL SUB111i 12/9/2019
DRAWING SIZE 22" X 34"
SURVEY FIRW SURVEY DAN
BEC 9/26/2019_
JOB NQ C03414
DRAWM NNE
C8 EROSION DETAILS.dwg
%w 8 OF 21
C8
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4604338 07/01/2020 12.22 PM
Page 9 of 21
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GENEPAL METER NOTES
1. Location Of The Meter To Be Established By The Development
Engineer,
2, All Settings Must Be Inspected By The Towns Representative.
3. if The Street Or Ground is Not To Official Grade At The Time
Of Installation Of The Meter, The Owner Must Raise Or Lower
The Meter Vault When The Final Grade Is Established.
4, Leaded Joints And Galvanized Piping Shall Not Be Allowed
Inside The Meter Vaults,
5. A Bypass Is To Be Installed On 1 1 /2" And Larger Meters
Unless Otherwise Specified,
6. The Service Line Through And On Both Sides Of The Meter Pit
Must Be Of The Some Material.
7. No Connections Shall Be Made In The Meter Pit. Sprinkler
Connections Must Be Made More Than Five (5) Feet From The
Meter Pit On The Downstream Side.
8. GATE VALVES:
A, All Gate Valves Under- 3" For Use W/Copper Pipe Shall Be
All Bronze, w/Non rising Sterns And Solid Wedge Disc,
Manufactured In Accordance With A.S.T.M. Spec. 862 And
Federal Spec, W.W.-V-54 Class A, 125psi W.S.P,, 200psi
W.O,G. Or Curb Stops In Accordance With AWWA C800 And
MS'-23 Of The Material Specifications.
B. All Gate Valves 3" And Larger Shall Conform With GOLDEN'S
Standard Specifications.
9. All presser (Or Approved Equal) Couplings Shall Have The Pipe
Stop Removed.
dJL•ii/_.
I`T . VF A IN I'S'ANIr1TA`I'ION' DI"'FIZIC"T
TY'F`IC"A I CAR �.A 'A IN`IT11I?C" A_ `I,O
2d PI. Dvh. ORC -_..-•.
M-N.
rf-Aj� ri�w
f,. ..-.. CAFRt FATED I1DS,
f�
p
�.KUtlt[ li s.t z � Vt;rF PER rLU4cI,Na C.iJE
s
NANIK)LE COVER CI_Q6AICJt,t to uRAI'E
Et 41rI,
C;,,ISET (Ty",
EA1, (Tyr)
S
11D)w
i7�itl. ➢ '�! .li
;SECTION VIEW?
- U1111C WYE
) !ti 31AIN E STECL 1RAP
OR U 6 tNCHOR WATAINt aS ,llft
3/8E 11TS a ANCI�',-RS
01c 3
i I Yi LANR. OVILEY Ot IARIMENY IIA5 VOLUM cDti,51, Tl 11 r D.` TOIAI CAPACITY.
2 (A€,CY WITH ':i'OR U R FOR £%4r DIUT INa
3. pJfERC�jj joil 70 DE SIiLU I4Y Dr
K I ENQ141 Lp LII3{IE:;T 10 DIS PNCT +`I'T' Uvtl.
t., GR}.,_ FI EERX T9RS SHALL BE T,ATL{I t:N E;Rl'vATE PF.of ,..STY t„40 `3'A,l BE LAa`Lr AC.C4.`1SR.f.
AT ,V 11C , OR M}Y.T:1i:41 F 911 IN•PEGIBON.
5, INLET 00 DWELT SH I HAVE SdNPARY +ELS CENTER EVRLc V.V H4YL TEE CY ELOCIN,
G, INTERIOR Pt `t4" I7 R,.-+=HkDIFU 44 rl%o "N11P 51NN k.S; �TRA?, h'-0(:T':'t NG aIR:0.1' To NPF S. tO
wtAli .
22
I'EViSEO; I%2017
MIR
PROPERTY OR
EASEMENT LINE
INSTALL & MAINTAIN METER
PIT COVER & STOP BOX 1/2°
ABOVE ADJACENT GROUND
METER PIT
(SEE
DETAIL) PRIATE METER
PIT
GENERAL NOTES:
i. FOR 5/8-INC14 THROUGH 1-NCH SERVICES, USE DIRECT TAP AS SHOWN.
2. FOR I 1/2--INCH AND 2-INCH SERVICES, INSTALL WITH TAPPED TEE AND CORPORATION STOP AT TIME OF
CONSTRUCTION OR USE A TAPPING SADDLE,
3. LOCATION OF CURB BOX AND METER PIT SHALL BE ACCORDING TO APPROVED UTILITY DRAWINGS.
4. CITY'S RESPONSIBILITY FOR MAINTENANCE SHALL BE THE WATER MAIN, CORPORATION STOP, SERVICE
PIPING UP TO AND INCLUDING THE CURB STOP. OWNER'S RESPONSIBILITY SHALL BE FROM CURB
STOP (INCLUDING THE OUTLET COUPLING) TO THE BUILDING,
CURB OP AND METER SETTS 5. NO COUPLINGS SHALL BE ALLOWED BETWEEN C BST . R
6. SERVICE SHALL BE TYPE K COPPER FROM CORPORATION STOP TO 5-FEET PAST METER PIT (MINIMUM).
1M,
ALUMINUM RECESSED UO
WITH 'METER- STAMPED ON
TOP, WORM LOCK, AND SET
1/2" ABOVE FINISHED GROUND,
tA'
CAST IRON FROST
PROOF METER PIT
COVER.
INSTALL LOCKING
STANDARD CURB METER. VALVE FOR METER
BOX WITH STATIONARY - REPAIRS AND
ROD FOR VALVE IAAINTENANCE
OPERATION `�
COMPRESSION TYPE
CONNECTION.
TO HOUSE
CURB STOP 6" LAYER OF
3/4` GRAVEL
20` MIN. INSIDE ---
NOTES:
1. METER PIT AND CURB STOP ARE NOT TO BE INSTALLED IN ANY STREET, ALLEY, DRIVEWAY, SIDEWALK, OR
PARKING AREA.
2. NO TREES, SHRUBS, BOULDERS, RETAINING WAILS OR OTHER LANDSCAPING FEATURES SHALL BE INSTALLED
WITHIN 4' OF THE METER PIT. IF LANDSCAPING CHANGES THE GRADE AROUND THE METER PIT THE OWNER
SI4ALL BE REQUIRED TO ADJUST THE METER PIT COVER TO 13E 1 2" ABOVE THE FINISHED GRADE AND
ENSURE POSITIVE DRAINAGE AWAY FROM THE METER PiT IN IRECTIONS.
3. THE TOWN SHALL PROVIDE THE METER, SETTER AND PIT. NOTIFY THE TOWN CLERK ONE WEEK IN ADVANCE OF
INSTXL rON Sa THAT THEF UNITS CAN BF ORDERED IF THFRE ARE NONE IN STOCK.
F
THE TOWN SHALT INSTAL I THE METER
4, METER PITS SHOULD BE INSTALLED DURING CONSTRUCTION OF THE HOME TO ENSURE PROPER LOCATION
AND PREVENT DAMAGE DURING THE TIME THE INFRASTRUCTURE IS BEING COMPLETED AND THE HOME IS
BUILT,
5, METER PITS FOR COMMERCIAL BUILDINGS OR OTHER APPLICATIONS REQUIRING LARGER METERS WILL BE OF A
SIMILAR DESIGNMAILS FOR LARGER METERS SHALL BE DISCUSSED ON A CASE BY CASE BASIS WITH THE
TOWN BEFORE INSTALLATION.
TOWN OF 0.:' M M6'' D RESI1 EA d I,:�+1 T ur�tmrn or- ua
LVLI C"0NNF(,rI'ION FINCf
A' 'APPCT i_'ADDLE
IT:{L[ii I itkIMED `alaFh € S STna-
VDDLE IlY PL.ASiIC TR NDS W/
RUBBER BOOTED/ C`A.SX00
st,CDLE h3 EFI)KY
'1 r---- lR41�E iM%
\'1 4Y 1l UN, cwlFE 251, FQR S' ('ilkETER
� � 1
._.._....._�._
9_ 1
f .-,. 5{OtFI �a E�DTYIi� (CiT"1T �9}
WTt:S
1. W"W"D 1APPIN'? SNARE II BE _< fl) FOR ±Jv S161:ES 10 '"Nils MAJ% NW1 tic YES -
PIPE JUIETFATIONS SHA L BE YEC*MICAICY DRILIE ,
P`
2 TA NCI. HI l 7F. A5%i 1 f t{ N.
3 s t-W_R SEW00,S .}UI r. !( A MI 140 aLQP U¢ 20%
a b 00 S,t VICLS SHAIL E01, A tIINMUM SLOE Of ➢ rT
b `CRViLtS St AIL No'' 01 CldhEli THAN TROH tA,i Ct,,l ,I ON THE l,Ik1N.
.➢aln= tJr What;
t
hE:'.I�Ltr� 1/lttl7
MUELLER HYDRANT
No. A-423 (OR APPROVED EQUAL)
p NOW: THERE IS TO BE NO SURFACE
FEATURE OR UTILITY INSTALLED
WITHIN 5-FEET OF HYDRANT
TAPE TRACING
WIRE AROUND
FIRE HYDRANT 0.1' TO 0.2'
12' OVERLAP VALVE BOX
PER SPECIFICATION
IT.,
MIN, ��
REST VAL STR C' WITI DRIV 0VER CURB
54" MIN.
66" MAX
SEAT GATE
VALVE
TRACING
APPROVED
RESIDENT
SWIVEL TEE
WIRE
SEAT GATE
,
VALVE
MAIN
BLOCK
PER
if
���' 6" PIPE a'
�.;
SPECIFICATION
r ,
B MIL
SHEET of
•� HYDRANT DRAIN OPENINGS MUST
REMAIN CLEAR OF OBSTRUCTIONS
POLYETHYLENE
THRUST BLOCK
PER SPECICATION
UNDISTURBED
•t�. - 8 MIL SHEET OF
t.a
GROUND
DRAINAGE PER POLYETHYLENE
;•'� ; • SPECIFICATION
CDOH #67
�,
�l.a ,{t •a' GRAVEL GRADATION
USE MEGA -LUG OR ROD RESTRAINTS
ON HORIZONTAL CONNECTIONS FROM
24" MIN. GATE VALVE 1'D 90' ELBOW
rO IV OF FIRE HYDRAmr m4wWo ur MOM
4 FIRE HYDRANT DETAIL
_
C6
I C9
Finished
Pavement
18" Circular x 8" Thick Conc. Collor
[ VI" 1.0 C C
. .[N .I IJIRI.C.
MONITORING .I ANIIC)L� DELI TAIL
TOP VIEW I)1A(-T' R M_
CORRFCT
INLIALLAiIM
FIFE. RIAHE. FW; Wl,'IMi,ibt. ..
Lt�3 _ (,_A I PI_L" I(IH AI.. 01v1._Y f
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ILV4 40DOI -;t n S IN 11PE DIW ER
Et,,., W RW 7,, ,4; owAvERS u,VRLfN oR
D1_r'�GI Af a "A"t➢ryti?JTREH1d OF THE_ FllvYliLE'
i.
' ter➢ ---.__.----
t
i it ;)RME ;`1tNS
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/1
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1, i)IttrTAM -A 13 0:111?,STIBLE f?711 THE thS1ALLA?10I1 OF A FL00)EtER OR LU,SiC N TFiE Ik'v'ET{T.
2. DtACUM R u 'L) IRE NOT SUITABLE FOR IN INSIMLAM014 OF A. FLON 191,E RING CEW1E '�
OK TO � aE LOcAT Oh of HE &DE S. WERS OR BOND IN 111E 1"{ Rl
A CAAN[fl_
REVISED: 1/2017
Standard 6" Valve
Box w/Wide Oval`-----'
Base
All Exposed Metal
Surfaces To Be
Poly --'Wrapped
Concrete Shall Be Recessed 1 /4"
To 1/2" Below Finished Grade
Word "WATER' On
Cover
Gate Valve
\ See Standard `- Water Line
Bedding Details
NOTE
Care Shall Be Taken When Installing Valves On A.C.P. Lines To
Assure Proper Support Of The Valve. The Town Will Require
Concrete Blocks And/Or 3/4" Washed Rock To Be Installed Under
The Valve To Provide Proper Support Where Required,
`I'. V1� INS N[`1'A`I'ICNI�T1�IrI'
O � Th'I'��t�Jr�tF Z N/'CI' :� � NI 101�
A 1.) I M C-A�(� 8
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TAIL
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A
A':TES.
i rAN DLES SIL`_i BE SEALED WATLkTWTU NO GV30 ALLCMED'ErC,,Pi nl PPE "UEIP411ON IA'vaHG._r
FXTiT' F.S ami lit'
D tr I.R rll H � I I > 1•- R; i UU Rdh r! L L_ L..�4 J L7EE i, Dl;riUNUIrK. F=._. t`iEk II_� IhS141i41.Fk1s,
FLAME UUS-1 it_ Si= urva
E. W, NITGRING WANHOLF_ TO BE LOP,AIm 17rt`'UF [F RAU1, IA�.�rR'S. Fs'jY:
1111 14400 r MUST 131 51wr1Y,h4l) INt..FrTo4, fi"1 Pd:tE':.,al r-uR D=sYaA';1 u'', AT ML INIS .....
T, FOR tw4H'➢II OU"R, LT34 e Rt F`0➢T? 1,1 Ft.,,i ;mm ?!Fd 0 i-s or €irt`i,H %ofrYllk omiIi`J.E
64RTiET.S OR P11J=kA{1!d :'tY t`rT<1 GT.Sj, �`rT..N PRt Ii7X wi-I FR20I s1- °I.l rC`F sCG't,'7 r'RF nFGi)IRti).
S r S T DES At i1`x.5 C:V t't{ t'tVTtka t.;# M4tE'JX. a EF, CT t] h� i N AND TI fJ J L :{� I T FFQs,4,
';At�y SLINK VAN6016 F1 +iW 3aj,�jlif€L�, cHA4,c",:�� IN 'Apt ,Li4f1C'ER, ;'!11
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Page 10 of 21
EX. WALK
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FL —FL
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— I \ Al D --VE1 0:) V- - NT P AN
OAK MEADOWS VILLAGE FILING 1 LOT 3, SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST
of THE 6TH P.M., TOWN
or
FIRESTONE,
COUNTY
of
WELD,
STATE of COLORADO
CHRISTIAN
BROTHERS
AUTOMOTIVE
i
Imo____ _ 6' GASLINE ESMT.
REC. NO. 2980319
I �1 20' LANDSCAPE, IRRIGATION &
MONUMENT SIGN ESMT.
REC. NO. 3406699
a
6
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PO S
OP
n
DRAINAGE
SHEET i OF 21
GRAPHIC
1
■ 41
__
(IN FEET) FT
10' ACCESS, UTILITY 11 11 1
& DRAINAGE ESMT. 1
REC. NO. 3406699
1\ \I 1 1
1 1 \
30' EXCLUSIVE ACCESS, \ \ \
SEWER & WATER ESMT. \ 1 \ \
REC. NO. 3 699 1 \ 1 \ \
1 \1
a
U1ILITY do
DRAINAGE ESMT.
REC. NO. 3406699
I
I
PROPERTY BOUNDARY
— — EX. LOT LINE
— — — — — — PROPOSED EASEMENT
— — — — — — — — — EX. EASEMENT
DEVELOPED DRAINAGE BASIN
5900-, EX. MAJOR CONTOUR
5901 EX. MINOR CONTOUR
DEVELOPED FLOW DIRECTION & SLOPE
DESIGN POINT DESIGNATION
DEVELOPED BASIN
B= DEVELOPED
•(ACRES)-
C= DEVELOPED 11COEMCIENT
D= DEVELOPED 1 , Il..
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Page 11 of 21
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METAL ROOF EDGE- PANTED
ALUM. / VINYL SIDING OVER ALL
EXTERIOR WOOD TRIM, MATCH PC-5---.-.
3-1/2"x5--1/2" ALUMINUM
GUTTER- MATCH PC-5
------- ARCHITECTURAL
COMPOSITION SHINGLE �t
ROOF, M-6
I
5/A-5
SIMILAR
EAST I ELEVATION
SCALE: 3/16" = V- 0"
I".. 7" A I I IL I 11-C
BRICK, M-5,
TYPICAL
ELEVATION
6"-1__0
•' below.
_ wll before 1 1'
TYPICAL
16
1/A-5
OAK MEADOWS VILLAGE FILING 1 LOT 3. SECTION fi. TOWNSHIP 2 NORTH. RANGE 67 WEST
OF THE 6TH P.M., TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO
CHRISTIAN BROTHERS AUTOMOTIVE
ARCHITECTURAL
SHEET 11 O: 21
DOWN" ALUMINUM ARCHITECTURAL LIGHTING
DOWNSPOUTS - EXTERNAL 2"x3" ALUM. DOWNSPOUTS - "TAMKO" COOLRIDGE 2"x3" ALUM. DOWNSPOUTS
FIXTURE, BOTTOM OF FIXTURE PAINTED TO MATCH I CONTINUOUS RIDGE VENTS,
PAINTED TO MATCH WIFI AP AT PAINTED TO MATCH
ADJACENT SURFACE. 12' A.F.F. FLUSH WITH TOP OF OVERHEAD ADJACENT SURFACE. 14--3/4" WIDE, 13/16" HEIGHT ADJACENT SURFACE.
DOOR, TYP., RE. EL.ECTRIC:AL. DISCHARGE AT GRADE. —7 �
F_
-
M�
G_
�a
W.
PROVIDE
CENTER
OF EACH BOTTOM
PANEL.
EXHAUST
PORT PROVIDED
INSTALLED
BY rr
3'-4" SQUARE WALL MOUNTED LOUVER
LOCATED ON CENTERLINE OF PILASTER
RFTWFFN RAYS A&.9. 5FF MFP OPERATION
F.,li Y14�1\, iyl ,
TYPICAL
Y.r ,ssvlAlI �vY I -
JOINT, CAULK TO
MATCH BRICK COLOR
MASONRY CONTROL
JOINT, CAULK TO
MATCH BRICK COLOR
3-1/2"x5-1/2" ALUM, MASONRY CONTROL._ -
GUTTER, MATCH PC-5, JOINT, CAULK TO
MATCH BRICK COLOR
0 0 0
ARCHITECTURAL LIMESTONE
PRECAST KEYSTONE, BASE, M-10 TYP.
M-11 2/A-5
BRICK, M-5, TYPICAL
"TAMKO" COOLRIDGE
f KITIN11 inl IC Rinr_p VG-NTC
vm. ,rlrvl
PAINTED. PAINT TO MATCH
ADJACENT SURFACE.
JOINT, CAULK TOv`
MATCH BRICK COLOR
TYPICAL NOTES
mOR ALL ELEVATIONS
ARCHITECTURAL LIGHTING
FIXTURE, BOTTOM OF FIXTURE
FLUSH WITH TOP OF OVERHEAD
DOOR, TYP., RE: ELECTRICAL
0 0 a 0
LIMESTONE
BASE, M-10 TYP. METAL OVERHEAD DOOR,
PC-6 FACTORY
BRICK, M-8, PRE -FINISHED BY DOOR
TYPICAL_ MANUFACTURER.
ARCHITECTURAL
l�fll It't/ll"�I TI /lAl ri IIA IltI (—
I'AIN i r U I U MA I cal PAINT TO MATCH ADJACENT SURFACE,
ADJACENT WALL TYPICAL AS SHOWN ON THIS BACK
ELEVATION ONLY, EXTEND ALL.
DOWNSPOUTS 4'- 0" AWAY FROM
FOUNDATION, PROVIDE SPLASH BLOCK.
MASONRY CONTROL
JOINT
- EXTERNAL
WIFI AP AT
12' A.F.F.
i
co
--- BRICK, M-8,
TYPICAL
BRICK, M-5,
TYPICAL
NOTES:
ALL SIGNAGE TO BE REVIEWED AND APPROVED
SEPARATELY.
HVAC AIR HANDLER IS LOCATED IN ATTIC.
CONJFNSF°R UNIT IS GROUND MOUNTED AS SHOWN.
ALL ROOF PENETRATIONS ARE PAINTED BLACK
UNLESS METAL ROOF, PAINT TO MATCH.
SEE SHEET A-2.1 FOR MATERIAL SCHEDULE
EXTERNAL WIFI LOCATIONS TO BE VERIFIED WITH
CBAC PROJOECT MANAGER.
1. 2'-0" BAND, JAMBS, HEADS OF DOORS AND WINDOWS, AND ACCENT IN GABI FS AT ENTRY AND SIDE ELEVATIONS TO BE
BRICK COLOR M-8.
2, ALL MASONRY SURFACES ARE TO BE SPRAYED WITH WATER -PROOFING SEALER, PROSOCO INC. BLOCK GUARD AND
GRAFFITI CONTROL. #40093 -- PH; 800--2` 5-4255
3. ALL DOWN SPOUTS ARE TO BE PAINTED TO MATCH THE COLOR OF THE WALL MATERIAL BEHIND IT,
4. ALL WOOD TRIM AT SOFFITS, EAVES, FASCIAS, RAKES, ETC. TO BE ALUMINUM OR VINYL SIDING OVER EXPOSED WOOD.
5. ALL EXTERIOR LIGHTS ARE TO BE ON PHOTO CELL, TYPICAL OF ALL ELEVATIONS.
6. GUTTERS TO BE SLOPED PER MANUFACTURER TO ENSURE PROPER DRAINAGE.
7. FINISH GRADE TO BE MIN. 6" BELOW FINISH FLOOR.
E-d
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INIVALI SI ...ITTAL 12/9/2019
DRAWING SIZE 22" X 34"
SURVEY FIRM SURVEY DATE
BEC 9/26/2019
JOB NO. C03414
DRAWING NAME
C11 ELEVATIONS.dwg
mim 11 oF 21
C11
4604338 07/01/2020 12.22 PM
Page 12 of 21
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OPV-NTP AN
OAK MEADOWS VILLAGE
FILING 1
LOT 3, SECTION 6, TOWNSHIP
2 NORTH,
RANGE 67 WEST
OF THE 6TH P.M.,
TOWN OF
FIRESTONE, COUNTY OF WELD,
STATE OF
COLORADO
ARCHITECTURAL ELEVATIONS & SIGNAGE
SHEET 12 OF 21
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ARCHITECTURAL ELEVATIONS & SIGNAGE 2
TYPICAL NOTES,
FOR ALL ELEVATIONS
M 5 BRICK
M-8 BRICK
PC'-5 'MARSHMALLOW'
NOTES:
- ALL SIGNAGE TO BE REVIEWED AND APPROVED
SEPARATELY.
- HVAC AIR HANDLER IS LOCATED IN ATTIC.
C019DENSER UNIT IS GROUND MOUNTED AS SHOWN.
- ALL ROOF PENETRATIONS ARE PAINTED BLACK
UNLESS METAL ROOF. PAINT TO MATCH.
�__.
-• SCE SHEET A-2.1 FOR MATERIAL SCHEDUL
E
- EXTERNAL WIFI LOCATIONS TO BE: VERIFIED WITH
CBAC PROJOECT MANAGER.
s.�
�s
ALIGN ALL BANDING
s..: i.7' eTaol'sairS�S.r
f.WITH
ADJACENT
<rr
5' SEPARATION,
BAYS. ALL BRICK
rr w
rw
<
sa
PLAN
COLORS ARE TO MATCH
IIIIIIIIIIIIIIIIIIIIIIIIII
_111
s
�.s
ADJ, MECH, BAYS,
sr<swsw�w RJ,�
rw
DBL GATES WITH
G
I
L ?
f
is�.r < srrr ` s�iz,d
'S }
r�X rr
s
wC
r
dO
STEEL FRAME,
GATES AS SHOWN
I
Ar
ie
. illllllll
?JP 111111111
,
� ?
C.
+
wa>
r
<A
C
—
—f
r
i.
r.r.
f
ra
PANELS. ONE
_
=1 -�a�•COAT
•
PRIMER,
�1 •
I—•
•
rTWO
COATS
-
-
�i•
_—
—1 pis
i
i
COLOR PC-6
t�
BOTH SIDES.
,
r
i�
■
r ra'
C .w
a.
r,
wi
�i
�■�
l
iANCHOR
GATE WITH
BUILT-IN
STOPSSTEEL
rMPSTER
r HOLD OPEN
AS MANUFACTUREDl
FOUNDATION.
BY iCONTACT:ROBERT
PHONE:•PAD
DUMPST R
ENCLOSURE
ELEVATION
6 I
1. 2'-0" BAND, JAMBS, HEADS OF DOORS AND WINDOWS, AND ACCENT IN GABLES AT ENTRY AND SIDE ELEVATIONS TO BE
BRICK COLOR M-8.
2, ALL MASONRY SURFACES ARE TO BE SPRAYED WITH WATER -PROOFING SEALER, PROSOCO INC. BLOCK GUARD AND
GRAFFITI CONTROL #40093 - PH: 800--255---4255
3, ALL, DOWN SPOUTS ARE. TO BE PAINTED TO MATCH THE COLOR OF THE WALL_ MATERIAL BEHIND IT.
4. ALL WOOD TRIM AT SOFFITS, EAVES, FASCIAS, RAKES, ETC. TO BE ALUMINUM OR VINYL SIDING OVER EXPOSED WOOD.
5. ALL EXTERIOR LIGHTS ARE TO BE ON PHOTO CELL. TYPICAL OF ALL ELEVATIONS,
6, GUTTERS TO BE SLOPED PER MANUFACTURER TO ENSURE PROPER DRAINAGE.
7. FINISH GRADE TO BE MIN. 8" BELOW FINISH FLOOR.
PC-5 'TRICORN BLACK''
M--6 COMPOSITION SHINCLR ROOF
M-10 'STONE VENEER'.
Q)N�
n
L
i
IIII
•
•
0A
r"
ax
_
i"
•
•
. ,i fir =1 ``at ► `.1 �- �. .
INITIAL SUBMITTAL
12/9/2019
DRAWNG SIZE
22" X 34"
SURVEY FIRS
SURVEY DATE
BEC
9/26/2019
JOB NO.
C03414
DRAVMG NAME
C11 ELEVA110NSAwg
12 cw
21
C12
4604338 07/01/2020 12.22 PM
Page 13 of 21
page t
DESCRIPTION
The Impact Elite family of wall luminaires is the ideal Complement to
site design, incorporating modular LightSquares technology, the Impact
-Elite i it provides nifotmit anr. Qner ^crin"aGio s
E itC I tmi na e b,
p Y 0y
felti fan'on. Com)rted with a ruggedconstruction, -t e Impact
aCct Elite
luminaire is the Ideal facade and security luremaire for zones surrounding
schools, office complexes, aproudents and recreational facilities, UUeUL
listed for wot locations:
18 WAF800LEDE 1 SL4BK
SPECIFICATION FEATURES
-
--
Construction
Electrical'
Mounting
Heavy wail, die-cast aluminum
LED drivers mount to die-cast
Gasketed and zinc plated rigid steel
housing and removable fringed
aluminum Back housing for
mounting attachrient fits directly
(fear ffama for precise tolerance
optirnal heat sinking, itineration
to o" j hox or will with the Impact
control and repeatability: Hinged
efficacy, and prolonged life.
Elite, `Hook-N-Lotk" muchanisin
door inset for clean mating with
Standard drivers feature electronic
for quick installoton, Secured with
housingi3mlaco and secured via
universal voltage 020�277V
two captive Corrosion resistant
two captive fasteners. Optional
501601-1z), 347V ROW or 480V 6OHz
black oxide coated alien head set
tamper-resistantTorx"' head
operation, greater than 0.9 power
screws concealec but accessible
fasteners offer vandal resistant
factor, less than 20%harmonic
from bottom of fi0tim.
access to the electrical chamber
distortion, and are suitable for
operation in -40'C to 40°C ambient
Finials
Optics
environments. All Fixtures are
Cast components finished in a
Choice of 10 patented, hi47h-
shipped standard with IOkVFlOkA
five -stage super TGIC polyester
efficiency AccuLEU Optics'n
common - and differential -:node
powder coal point, 2.5 mil nominal
distributions. Optics are precisely
surge protection. LightSquaros
thickness for superior protection
designed to shale the light
feature an If CG enclosure rating
against fade and near. Standard
output, maximizing efficiency and
and maintain greater than 90%
colors include black, bronze, gray,
application spacing, Accui-ED
lurnan maintenance at 60,000 hours
white, dark f:2latinurn and graphite
Optics technology creates
per IESNA'TM,21. Emergency
metallic. RAL and COMM color
consistent distributions with the
egress options for -20°C ambient
matches available, Consult the
scalability to meet custorized
environmantc and occupancy
McGraw -Edison Architectural,
application requirements. Offered
sensor available
Colors brochure, klr the Complete
Standard in 4000K (•el- 275K) CCT
selection,
and minimum 70 CHI. Optional
3000K, 5000K and 5700K CCT.
Warranty
Five-year warranty.
DIMENSIONS-
Cynrder
Guenter SpheYa
--------------
i
lY i i
18 it iST t8U11
i
I
IMPACT ELITE LED
J
to i4slrnirsl
a 1z28m"Fi
is Ito7miid
9,1229,,,rr i
1 LfghtSquare
Trapezoid
Wedge
Solid State LED
t 117antmi
WALL MOUNT LUMINAItiE
fr
CERTIFiCATtON DATA:
�
ULp791 Llstud
f
z 21amm
l M7! LAt&) Gemt atrant
IP667 utuae`.
L ht t
f
,
tU• V2 479mi t
! 1
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9 229n m I
i
. ,
16 1.2 .lt9mm
(
tFt/G
l I !
Qvsi nLiahtS Cosariium'tlualir(ad'
ISO 9001
HOOK-N-LOCK MOUNTING:
ENERGY DATA
Electronic LED Oliver -.
i -
r -s
-,
i
asr >0.a Few4 P tar
KTo4u Tana Uielau i a of it lac
N rot , _.
7 l
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121T77TV150 & GQHx 34YVffsOHz.
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A9aV7&eItz
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40'CAntblent Tomparatuie Rafin<i.
i
i
i `JI
SHIPPING DATA
«
i
Rpp rominnato Net Weight:
9.
safes: to egs.t
,Ta
.xry
1`.
c�� TD014030EN.
VI", 0-
f .er„yC?;; anvc,. ;..,:
�,r+vrw.daiifnnh9hts,artt
-August e2;2017 a-&1 AAri`
Portfolio
DESCRIPTION _
----- -,-' - -< LD8B40DO10I ER8B30408040
8-inch LED'tacossed narrow, medium, or4wida bearn downli hts specially 9 t 8LBIvf1 H ! LGSK781P65 / HB26
designed for LED feGitnalagy: Two•slago reflector system produces'.' - T
d o aperture
L smooth distribution with excellent light Controlan 1 w,
brightness!. Offered with 1600-20,000 (umans with color temperatures of _,. _. _-. .
r
K 4 0 K available In 8 or Cfti. 2700K, 3000K, 3540 00 K. a000 a e 0. 90 97
vivir,Tuna: t ells DGh t01D Similar i halogen al (till SDYJe .�i1> i f t� 4 g f r.
the 3000K LED warms smoothly as dimmed to 1850K creating a rich
Warm glow within the space I9 table yyaiit+tA1lPolo9Y adjust the
SPECIFICATION FEATURES
,
Lower Shielding Reflector
Thormal
Driver can be serviced from above
Self -flanged, spun .060" thick
Aluminum heat sink conducts heat
or through the aperture. 1000
aluminumlower reflector in
away here the LED module for
- 7000 [union utilise one :river.
with leased upper
combination i h a to e _.r
pp
t and longer
Improve(] performance nc 1 n r
p I 9
00 -1 0 ill t drivers,
8 0 2 0 0 ui zs two i ,
optical chamber provides superior
life.
15,000-20,000lunian utilizes three
Inflame output with minimal source
drivers.
brightness. Available in all Portfolio
Lr O
Alzakfts finishes.
LED system contains a plurality
Code Compliance
of high brightness white i FD's:
Thermally protected and cULus
Tolm Retention
combined wish a high reflectance
ns.
listed for protected wet locations.
Lower reflector is retained with
Lipper reflector and transitional
cULus certified IP65 below
two) toisyion springs holding tire
(efts producing even: distribution
ceiling. Optional City ofChicago
flange lightly to the finished ceiling
with no pixilation. Hated for 50,000
eiwirbnmehtai air (CCEA) marking
surface:
hours at 70 Iumonmaintenanc e.
for lanum applications. I/ Fi
o_p pl M H
Color variation within 3-strip
emissions per FC ; 47CFR Parr
Plaster Frame I Collar
MucAdam ellipses, Flexible
18 Class B consumer limits, IC
Die eastaluminunn 1.112" deep
disconnectallows for tool -toss
rated tit) to 2000 lumens. 3000
collar accommodates Culling
replacement of LE en Ina from
Italians and abooa are non 1 C
materials up to 2":
v . Available i 8D 90
below refinen
rated - Insulation must be kept 3"
p
or 97 CHI.
from top and Mitre of housing.
Universal Mounting Bracket
D2W1" dim<to-warm,shifts CCT
HoHSCompliant.T24compliant
e :'a'
A, t , channel -
,�e�.3 ._ £,T.Cctainel
n -
r as txlure dinis
from
Photometric
with IPGO gasket Ht. (harem t
g
�i t r r adjusts r„
and )a hangers and ti) sts a
r
mimicking halogen sources,
role 0 0
i completed
testing om i
9 p
vertically from above and below
W2N - Tunable white CCT range
with IES LM 79 standards. LED life
t hecoiling.
:r r
0 tl D K
270Qk to ba.. DK or 2 0 K to a004
-
fasting Completed in accordance
9 P
80 CHI.
'h L
with M 80 standards. and . 8000union
1
Junction Box
a spacing and above are marked s acin and
' 4" ' 'rr � size )r
4 1 2" and i 3( h. fL
O (f ! Y
!?river -
must follow spicing ii r t
n rL [. rsme f s.
n n
0
outs positioned to allow straight
Combination 0-10Vltri fling
conduit runs. Listed for (8) #12
edge driver provides flicker free
Warranty
AWG (feudt), four Gut) 90°C
dintnfng from 100%to 10%,
5-year warranty:'.
conductors and feed thre branch
Optional 1 % 0-1OV, Fifth Light,
wfnng.
DMX or Lutronciit Ecosystem.
71
-
Err i 8aitt-
19
at ;'2,
Lway8Ay�B
tF•,t�8B
8LB
1000.20 000 Earned LED
a -Inch Narrow Medium or Wide
Downfi9 ht.
New Construction
I N Al D _VE1 OP V T P1 AN,
` z =
t
,, Y -
UO'HRISTIAN BROTHERS AUTOMOTIVE
DESCRIPTION
Tha Iropact Elite fail iily of well lun:"full ra , is if idoat Carl piemant to
site (Ensign. Incorporating modular IlghtSquares titchnatogy, the impact
Elite to niinaire provides outstanding unlfotntity and enernyconscious
illumination. Combined with a ru09ed construction, tire Impact Elite
luniinalre rs the ideal facade and security Itlrrlloshe for zaneg surrounding.
schools, office complexes, apartments and recreational facilities. Ut UL
listed for writ locations,
i t SPECIFICATION FEATURES
Construction Electrical Mounting
I feav w'aIdie-cast
-cast aIu din un LED drivers mountto (lie -cost Ga:ekete--d and zim platedrigid :s.kae_ I
-
i removable i ed lu ni Lt ba k housin far nl untie attach na fits directly housing and n a i o o t ni t nh taro fi g t70 Y
dear frame for precise toltranr,C optimal heat sinking, operation to 4' I•bax or will with r the Impact
control and rcpoatability. Hinged officacy, and prolonged life. Elite "Hook-N-Lock" mechanism
door inset for clean mating with Standard; drivers feature electronic for quick instollaton; Secured with
housing surface add sacuied via universal voltage (120-277V twP Captive Corrosion ropietrou,
>< 4 0- black i(e c tatei allon head of
two ca-}live iasleners. Optional _.501601iz 947V 6DFI r r 80V MHz o Xide t s }, z tx
i !
ta mt ei•rosfeta tit Tor,4' head operation, greater than 0.9 ew_er screwsConcealer but accessible
fastene
:
r - Iresistant actor les'tl a �Or'�larmaniC' from bottom i uro.
,rt
s offer vandal t s than � h m P tt
arras to the electrical charnbef, distortion, and are suitable for
,
operation in -40°C to 40°C ambient Finish
Optics environments. All 11XILrres art. Cast comportentsfinighed in a
Choice of 10 pate,Wed, high- shipped standard with l0kVfd0kA five•stage super TGIC polyester
efficiency AccuLEQ Optics common -.'and differential -roads powder coat paint, 2.5 mil nominal_
dstubt t'ons. bIri'-G_.a fire prcsaly surge protection. ,L,igftSr uare4sthick
nessfarsuperior
: se erior rotection
designed to shape the light feat s an enclosure rating against fade and Noar. Standard
output, tleXlml7,ing efficiency slid and maintain gtCaten on SD.'s cGI Cc Include 13IFck bronze, grey'
,
arphcaton spacing, ficLuLED (unen matntenancaat fi0,00ifinurswb,dc, dark -;. ---....
�
platnun and graphite.
Optics teuhruk)gy,cruaids per lEadA:Tb-21. Enmitiouuy oielaIl`u. FIAL and Cust)n wim consistent distributions with the egress options for-201C'ambient matches available. Consult the.
scalahilityto meet customized environments and occupancy McGraw -Edison Architectural`
application requirements. Offered sonsor available- Colors brochure fir the complete
Standards in 4000K (U. 275K) CCT selection,
and trfirtimum 70 CRI. Optional
3000K; 5000K and5700K CCT: Warranty
.. - - Five-year warranty,
3
t
DIMENSIONS
.. _
tl
Cylinder Ouar 514a
„
1 7 1a7:�nirrti'
H7am ,il 1r31C/1SS/18T118W
IMPACT ELITE LED
�. z , r, - � l� _ l.' ra g5)m,i .. ._ 3 S�QrtnN 1 L tt i� r.
_ n is-7niritf _ _ s it2smnli 1 i l ( kgt .Slue a
irspexbid wed" Solid State LED.
itiarns.ika (?o nrml' WALL MOUNT LUMINAIRE
CERTIFICATION DATA
UL r,Ul ir.,1,:d
t M1tr;O ca#nla•iani.
- _ IF?lBLiyfiiS4uar.e
__-- .-1 [ -- _1 L__ .
76,It2 IA1un,ni7 9 [z2.)rnr»l ta1,2 14YtrmnL &Ill 1210mntl. - ll
- DQstuiLl9itt4 f,`.ynbi3'tiUi13': fA[ralltieite
ISO 9001
HOOK• N-LO K MOUNTING
N C
ENERGY DATA
Elooronle LEI) Driver.
>a,al r war Fodor
w.
a,.0 ee TVliil Ha+,itgnic t)s1vrh9n
,.,,, - t7o•2zrl. ,o tV self., aa7vpidttr
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1jJ13 1 �`
i 'i 1'C h1,;r.1rnuaj 7wr
iperairne
e CA•it Ft,.n ardttretRating
U
�3
i SHIPPiNG DATA.
A i nokrmate Net Weight:
q
ere
4
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12 9 2019
®RANG SZE
22" X 34"
SURVEY FIRM
BEC
SURVEY ®ATE
9/26/2019
JOB NO.
C03414
DRAVANG NAM
C13 PHOTOMETRIC.dwg
SHEET 13 OF 21
C' 13
C
4604338 07/01/2020 12.22 PM
Page 14 of 21
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GENERAL GRADING AND PLANTING NOTES
1. BY SUBMITTING A PROPOSAL FOR THE LANDSCAPE PLANTING SCOPE OF WORK, THE CONTRACTOR CONFIRMS
THAT HE HAS READ, AND WILL COMPLY WITH, THE ASSOCIATED NOTES, SPECIFICATIONS, AND DETAILS WITH
THIS PROJECT.
2. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL EXISTING VEGETATION (EXCEPT WHERE
NOTED TO REMAIN). THE CONTRACTOR SHALL MARK ALL UTILITIES BEFORE BEGINNING PLANTING AND
IRRIGATION OPERATIONS. SHOULD ACTUAL UTILITY LOCATIONS BE SUBSTANTIALLY DIFFERENTHAN THOSE
SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR AND OWNER FOR
DIRECTION BEFORE PROCEEDING FURTHER.
3. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL
ELEVATION OF THE SOIL SURFACE (NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
a. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE ROUGH GRADES OF
ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED
INSTRUCTION ON TURF AREA AND PLANTING BED PREPARATION.
b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND
MAINTAIN SLOPES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL
HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT
AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN
WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL.
C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE
NEEDED, TAKING INTO ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO
BE ADDED (BASED ON A SOIL TEST, PER SPECIFICATIONS), AND THE FINISH GRADES TO BE
ESTABLISHED.
d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER
WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH
SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH. TAPER THE SOIL SURFACE TO MEET FINISH
GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.
e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER
WALKING SURFACES, AFTER INSTALLING SOIL AMENDMENTS, IS 1" BELOW THE FINISH SURFACE OF THE
WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT
APPROXIMATELY 18" AWAY FROM THE WALKS.
f. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS,
GEOTECHNICAL REPORT, THESE NOTES AND PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR
SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT, GENERAL
CONTRACTOR, AND OWNER.
4. ALL PLANT LOCATIONS ARE DIAGRAMMATIC. ACTUAL LOCATIONS SHALL BE VERIFIED WITH THE LANDSCAPE
ARCHITECT OR DESIGNER PRIOR TO PLANTING. THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT ALL
REQUIREMENTS OF THE PERMITTING AUTHORITY ARE MET (I.E., MINIMUM PLANT QUANTITIES, PLANTING
METHODS, TREE PROTECTION METHODS, ETC.).
a. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR DETERMINING PLANT QUANTITIES; PLANT
QUANTITIES SHOWN ON LEGENDS AND CALLOUTS ARE FOR GENERAL INFORMATION ONLY. IN THE
EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE PLANT LEGEND, THE PLANT QUANTITY AS
SHOWN ON THE PLAN (FOR INDIVIDUAL SYMBOLS) OR CALLOUT (FOR GROUNDCOVER PATTERNS) SHALL
TAKE PRECEDENCE.
b. NO SUBSTITUTIONS OF PLANT MATERIALS SHALL BE ALLOWED WITHOUT THE WRITTEN PERMISSION OF
THE LANDSCAPE ARCHITECT. IF SOME OF THE PLANTS ARE NOT AVAILABLE, THE LANDSCAPE
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN WRITING (VIA PROPER CHANNELS).
C. THE CONTRACTOR SHALL, AT A MINIMUM, PROVIDE REPRESENTATIVE PHOTOS OF ALL PLANTS
PROPOSED FOR THE PROJECT. THE CONTRACTOR SHALL ALLOW THE LANDSCAPE ARCHITECT AND THE
OWNER/OWNER'S REPRESENTATIVE TO INSPECT, AND APPROVE OR REJECT, ALL PLANTS DELIVERED TO
THE JOBSITE. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR SUBMITTALS.
5. THE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A HEALTHY CONDITION FOR 90 DAYS AFTER
ACCEPTANCE BY THE OWNER. REFER TO SPECIFICATIONS FOR CONDITIONS OF ACCEPTANCE FOR THE START
OF THE MAINTENANCE PERIOD, AND FOR FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD.
6, SEE SPECIFICATIONS AND DETAILS FOR FURTHER REQUIREMENTS.
ROOT BARRIERS
THE CONTRACTOR SHALL INSTALL ROOT BARRIERS NEAR ALL NEWLY -PLANTED TREES THAT ARE LOCATED WITHIN
FIVE (5) FEET OF PAVING OR CURBS. ROOT BARRIERS SHALL BE "CENTURY" OR "DEEP -ROOT" 24" DEEP PANELS (OR
EQUAL). BARRIERS SHALL BE LOCATED IMMEDIATELY ADJACENT TO HARDSCAPE. INSTALL PANELS PER
MANUFACTURER'S RECOMMENDATIONS. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR USE ROOT
BARRIERS OF A TYPE THAT COMPLETELY ENCIRCLE THE ROOTBALL.
MULCHES
AFTER ALL PLANTING IS COMPLETE, CONTRACTOR SHALL INSTALL 4" THICK LAYER OF 1"-2" ROCK COBBLE MULCH
OVER LANDSCAPE FABRIC (ANY APPROVED) IN ALL PLANTING AREAS (EXCEPT FOR TURF AND SEEDED AREAS).
CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MULCHES TO LANDSCAPE ARCHITECT AND OWNER FOR APPROVAL
PRIOR TO CONSTRUCTION, ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE
PROJECT AFTER MULCH HAS BEEN INSTALLED (SUBJECT TO THE CONDITIONS AND REQUIREMENTS OF THE
"GENERAL GRADING AND PLANTING NOTES" AND SPECIFICATIONS). IN ADDITION, SHREDDED CEDAR WOOD MULCH
SHALL BE INSTALLED AT THE BASE OF EACH PLANT AS FOLLOWS: TREES, 36" DIA. CIRCLE; SHRUBS, 18" DIA.
CIRCLE.
below.Know what's
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01 10, 20' 40'
■ W.
SHEET / • .21
-
®2 SYME
26 CELE
— 1IPIMU
3 CACL
8 PMU
2 C{ACL
1 0YDI
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OF COVE ����`
'�NDSCAP�
3/13/2020
9
SYMBOL BOTANIC NAME COMMON NAME MIN. SIZE SPACING QUANTITY REMARKS
TREES
CRAM Crataegus ambigua Russian Hawthorne 2" cal., 8'-10' high Per plan 2
m--------- _--I-__..�..------ . _w_ __ _____ . ___�r___ _._..,.w erwA_ssa. __.�r _�,.aw , ._wm __ _u .._.__ m__..�_-_a--____
GYDI Gymnocladus dioicus 'Espresso' Seedless Coffee Tree 2" cal., 8'-10' high Per plan 6
NOTE: ALL TREES SHALL BE CONTAINER -GROWN, CONTAINER SIZE AS APPROPRIATE FOR THE CALIPER SPECIFIED. SEE SPECIFICATIONS FOR PROPER ROOT QUALITY
CACL Caryopteris x clandonensis
Bluebeard
#5 cont.
T o.c.
17
l
CELE Cercocarpus ledifolius
Mountain Mahogany
#5 cunt.
Per plan
26
JUOG Juniperus 'Old Gold'
Old Gold Juniper
#5 cont.
Per plan
6
PIMU Pinus mugo 'White Bud'
White Bud Mugo Pine
#5 cant.
3' o.c.
39
RHGL Rhus aromatica 'Gro-Low'
Dwarf Fragrant Sumac
#5 cont.
6' o.c.
21
SYME Syringa meyeri 'Palibin'
Palibin Korean Lilac
#5 cant.
4' o.c.
16
fi
Poa 'Thermal Blue'
Thermal Blue Bluegrass
LANDSCAPE CALCULATIONS
TOTAL SITE AREA: 42,838 SF
LANDSCAPE AREA REQUIRED: 8,568 SF (20% OF SITE AREA)
LANDSCAPE AREA PROVIDED: 16,155 SF (37.7%)
TURF AREA:
ALL OTHER LANDSCAPE AREA:
15,499 SF
1,085 SF (7% OF PARKING LOT AREA)
2,237 SF (14.4%)
3,296 SF
12,859 SF
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FOR AND ON BMAUF OF
BASELINE
INITIAL. SUBMITTAL 12/9/2019
DRANG SIZE
22" X 34"
SURVEY FIRM
DATE
BEC
9/26/2019
JOB NO.
C03414
DRAVANG NAME
C14 LANDSCAPE.dwg
EET 14
oF 21
ft
C14
4604338 07/01/2020 12.22 PM
Page 15 of 21
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13
SCALE: NOT TO SCALE
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TO 10'
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(D TYPICAL WALKWAY OR PAVING
TREE TRUNK
03 LINEAR ROOT BARRIER MATERIAL, SEE
PLANTING NOTES FOR TYPE AND
MANUFACTURER. INSTALL PER
MANUFACTURER'S SPECIFICATIONS.
0 TREE CANOPY
0 TYPICAL PLANTING AREA
0 TYPICAL CURB AND GUTTER
NOTES:
1 ) INSTALL ROOT BARRIERS NEAR ALL
NEWLY -PLANTED TREES THAT ARE LOCATED
WITHIN FIVE (5) FEET OF PAVING OR CURBS.
2) BARRIERS SHALL BE LOCATED IMMEDIATELY
ADJACENT TO HARDSCAPE. UNDER NO
CIRCUMSTANCES SHALL THE CONTRACTOR
USE ROOT BARRIERS OF A TYPE THAT
COMPLETELY ENCIRCLE THE ROOTBALL,
LANDSCAPE PLAN
SHEET 15 OF 21
ROLLED -TOP STEEL EDGING PER PLANS.
TAPERED STEEL STAKES.
MULCH, TYPE AND DEPTH PER PLANS.
FINISH GRADE,
NOTES:
1) INSTALL EDGING SO THAT STAKES WILL BE ON INSIDE OF PLANTING BED.
2) BOTTOM OF EDGING SHALL BE BURIED A MINIMUM OF l" BELOW FINISH GRADE.
3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING,
STEEL EDGING
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
r_0 01 AM
CURB,
MULCH LAYER.
PLANT,
TURF (WHERE SHOWN ON PLAN).
NON -CONIFEROUS
TREE
STAKING EXAMPLES (PLAN VIEW)
i t
PREVAILING PREVAILING
WINDS WINDS
0 TREE PLANTING
TREE
NOT TO SCALE
SCALE: NTS
2X
A8
01101/2008
.!9 Oriainal Date oftig-onsure
X�
OF d�
r
3/13/2020
(D TREE CANOPY.
CINCH -TIES (24" BOX/2" CAL. TREES AND SMALLER) OR
12 GAUGE GALVANIZED WIRE WITH NYLON TREE
STRAPS AT TREE AND STAKE (36" BOX/2.5- CAL. TREES
AND LARGER). SECURE TIES OR STRAPS TO TRUNK
JUST ABOVE LOWEST MAJOR BRANCHES.
24" X 3/4" P.V.C. MARKERS OVER WIRES.
GREEN STEEL T-POSTS. EXTEND POSTS 12" MIN, INTO
UNDISTURBED SOIL.
PRESSURE -TREATED WOOD DEADMAN, TWO PER
TREE (MIN.), BURY OUTSIDE OF PLANTING PIT AND
18" MIN, INTO UNDISTURBED SOIL.
TRUNK FLARE.
(D MULCH, TYPE AND DEPTH PER PLANS. DO NOT
PLACE MULCH WITHIN 6"OF TRUNK.
(D FINISH GRADE.
ROOT BALL.
SBACKFILL. AMEND AND FERTILIZE 014LY AS
RECOMMENDED IN SOIL FERTILITY ANALYSIS.
11 UNDISTURBED NATIVE SOIL.
12 4" HIGH EARTHEN WATERING BASIN.
13 FINISH GRADE.
NOTES:
1. SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE.
2. REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT
COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE
SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL., AND THE
ROOT FLARE IS 2"4' ABOVE FINISH GRADE,
3. FOR B&B TREES, CUT OFF BOTTOM WIRE BASKET BEFORE
PLACING TREE IN LIOLE, CUT OFF AND REMOVE REMAINDER OF
BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES,
TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE AS MUCH
BURLAP FROM AROUND ROOTBALL AS IS PRACTICAL,
4, REMOVE ALL NURSERY STAKES AFTER PLANTING.
5. FOR TREES 36" BOX/2,5" CAL, AND LARGER, USE THREE STAKES OR
DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE.
6, STAKING SHALL BE TIGHT ENOUGH TO PREVENT TRUNK FROM
BENDING, BUT LOOSE ENOUGH TO ALLOW SOME TRUNK MOVEMENT
IN WIND.
0 SHRUB, PERENNIAL, OR ORNAMENTAL GRASS.
(D MULCH, TYPE AND DEPTH PER PLANS. PLACE NO
MORE THAN 1" OF MULCH WITHIN 6" OF PLANT
CENTER.
FINISH GRADE.
ROOT BALL.
0 BACKFILL. AMEND AND FERTILIZE ONLY AS
RLGOMMENUED IN SOIL FER-I ILI I Y ANALYSIS,
UNDISTURBED NATIVE SOIL.
(D 3" HIGH EARTHEN WATERING BASIN.
0 WEED FABRIC UNDER MULCH.
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DRAVANG SIZE
22" X 34"
SURVEY FIRM
SURVEYDAIE
BEC
9/26/2019
JOB NO.
C03414
DRAVANG NAME
C14 LANDSCAPE.dwg
SHEET 15 oF
21
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Page 16 of 21
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SHEET 16 OF 21
PLANTING SPECIFICATIONS
GENERAL.
B. SUBMITTALS
1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN
A, QUALIFICATIONS OF LANDSCAPE CONTRACTOR
1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING.
WRITING FOR SUCH SUBMITTALS BEFORE WORK COMMENCES.
2. SUBMITTALS SHALL INCLUDE PHOTOS OF PLANTS WITH A RULER OR MEASURING STICK FOR SCALE, PHOTOS OR SAMPLES OF ANY REQUIRED
2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER
MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER
QUALIFICATION MEASURES.
RATES AND TYPES, AND 01-HER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE).
3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE LOCAL JURISDICTION,
3, SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING,
B. SCOPE OF WORK
AND LANDSCAPE FABRICS (IF ANY).
I. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT,
4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED,
LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,
C. GENERAL PLANTING
SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE PLANS, NOTES, AND DETAILS,
1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS.
2, ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND REGULATIONS REQUIRED BY AUTHORITIES
2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES AT THE MANUFACTURER'S
HAVING JURISDICTION OVER SUCH WORK, INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL
RECOMMENDED RATE.
AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS.
3, TRENCHING NEAR EXISTING TREES:
3, THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES (WATER, SEWER, ELECTRICAL,
CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE CRITICAL ROOT ZONE (CRZ) OF EXISTING
TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START OF ANY WORK.
TREES, AND SHALL EXERCISE ALL POSSIBLE CARE AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES..
THE CRZ IS DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A RADIUS EQUAL TO V FOR EVERY 1"
OF TRUNK DIAMETER -AT -BREAST -HEIGHT (45ABOVE THE AVERAGE GRADE AT THE TRUNK).
PRODUCTS
b. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE EXCAVATION OR TRENCHING OF ANY KIND
SHALL BF ALI OWFD WITHIN THE CRZ,
A. ALL MANUFACTURED PRODUCTS SHALL BE NEW.
C. ALTER ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE TREE ROOTS 1-1/2" AND LARGER IN
B. CONTAINER AND BALLED-AND-BURLAPPED PLANTS:
DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL UNDER SUCH ROOTS, WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF
1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL -SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS
BURLAP AND KEEP MOIST, CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS,
STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND
d. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO AIR-DRY. DO NOT USE ANY SORT OF SEALERS
DISFIGUREMENT, ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL
OR WOUND PAINTS.
TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS.
C. TREE PLANTING
2, ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON -POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING
1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO
ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J-SHAPED ROOTS).
THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES.
31 TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE -ROOT
2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE
TREES ARE NOT ACCEPTABLE.
BEEN CAUSED DURING THE EXCAVATION OF THE HOLE.
4, ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND
3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL
SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING
SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO
TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE
NOT "TEASE" ROOTS OUT FROM THE ROOTBALL.
THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL.
4, INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING
5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF
GRADE.
LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING.
5, BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON -SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE
6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES
REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED
UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN
TOPSOIL FROM ON -SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF -SITE AT NO ADDITIONAL COST TO THE OWNER, IMPORTED TOPSOIL
CALIPER
SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON -SITE SOIL.
7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER
6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT.
MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST
SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE
TRUNKS.
LANDSCAPE CONTRACTOR'S DISCRETION, SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE
8. ANY TREE OR SHRUB SHOWN TO HAVE EXCESS SOIL PLACED ON TOP OF THE ROOT BALL, SO THAT THE ROOT FLARE HAS BEEN COMPLETELY
TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED, TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES:
COVERED, SHALL BE REJECTED,
a, 1 -2" TREES TWO STAKES PER TREE
C, SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS, SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL
b. 2-1174" TREES THREE STAKES PER TREE
THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE
C. TREES OVER 4" CALIPER GUY AS NEEDED
SOD
d. MULTI -TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE
D. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN % INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS.
7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE, COVER THE INTERIOR OF THE TREE RING
E. COMPOST: WELL -COMPOSTED, STABLE, AND WEED -FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY
WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS).
WEIGHT; 100 PERCENT PASSING THROUGH 314-INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT
D. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING
INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED.
1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL
F, FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS,
AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS.
AND RELEASE RATES RECOMMENDED IN A SOIL REPORI FROM A QUALIFIED SOIL -TESTING AGENCY (SEE BELOW).
2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS, UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE.
G, MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND
3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING
SHRUBS.
AREA.
H, TREE STAKING AND GUYING
E. SODDING
1. STAKES: 6' LONG GREEN METAL T-POSTS.
1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN.
2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED -STEEL WIRE, 2-STRAND, TWISTED, 0.106 INCH DIAMETER.
2. LAY SOD WITHIN 24 1IOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN.
3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM
3, LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER
DAMAGE.
STRIPS TO OFFSET JOINTS IN ADJACENT COURSES.
I. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE
4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE 50D'S ROOT SYSTEM WITH THE SOIL UNDERNEATH.
__&
MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL.
5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO
0
J. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON -STAINING PRE -EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR
THE SOIL BELOW THE SOD.
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TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES.
F, MULCH
1, INSTALL MULCH TOPDRESSING, TYPE AND DEPTH PER MULCH NOTE, IN ALL PLANTING AREAS AND TREE RINGS.
2, DO NOT INSTALL MULCH WITHIN 6" OF TREE ROOT FLARE AND WITHIN 24" OF HABITABLE STRUCTURES, EXCEPT AS MAY BE NOTED ON THESE
METHODS
PLANS, MULCH COVER WITHIN 6" OF CONCRETE WALKS AND CURBS SHALL NOT PROTRUDE ABOVE THE FINISH SURFACE OF THE WALKS AND
CURBS. MULCH COVER WITHIN 12" OF WALLS SHALL BE AT LEAST 3" LOWER THAN THE TOP OF WALL.
N
A. SOIL PREPARATION
1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF
I. CLEAN UP
1, DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION,
n
FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST.
2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
2. SOIL TESTING:
J. INSPECTION AND ACCEPTANCE
. ,
a^ AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS
1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND
TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY, EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE
SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE
0
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-
QUART OF SOIL, TAKEN FRCM BETWEEN THE SOIL SURFACE AND 6 DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS,
FINAL . ACCEPTABILITY..
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THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING.
2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE C014TRACTOR SHALL
N
b, THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS,
REPLACE AND/OR REPAIR THE REJECTED WORK TO `HE OWNER'S SATISFACTION WITHIN 24 HOURS.
00
GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT.
3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE WORK HAS BEEN RE -INSPECTED BY THE OWNER AND
C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES.
FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE
d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE):
MAINTENANCE AND GUARANTEE PERIODS WILL COMMENCE.
SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF,
K. LANDSCAPE MAINTENANCE
AND NATIVE SEED, AS WELL AS PRE -PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED
1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS
wISSUES,
THE REPORT SHALT_ ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM
BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS
MAINTENANCE.
FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED,
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3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN
MOWING AND AERATION OF LAWNS, WEEDING, TREATING FOR INSECTS AND DISEASES,REPLACEMENT OF MULCH, REMOVAL OF LITTER,
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COST DUE 1'D THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE
REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS.
o
REPORT.
THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS
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4, FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING:
BY SEASON TO MAXIMIZE WATER CONSERVATION.
a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER GROSS -RIPPING:
2. SHOULD SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE
L NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CIE, YDS. PER 1,000 S,F.
FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER.
ii.. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) -15 LBS PER 1,000 S,F,
3, TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR:
III. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
a, THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT
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b, TREES, SHRUBS, AND PERENNIALS: INCORPORAIE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF
MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE.
/
ROTOTILLING AFTER CROSS -RIPPING:
b, ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE,
o
I. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CO. YDS. PER 1,000 S.F.
c. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. ALL
I-'-
ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS. PER CU. YD,
SODDED TURF SHALL BE NEATLY MOWED.
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III, "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE
L. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS
IV. IRON SULPHATE - 2 LBS. PER CU. YD.
1, THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, AND IRRIGATION SYSTEMS FOR A PERIOD OF
5. IN THE CONTEXT OF THESE PLANS, NOTES, AND SPECIFICATIONS, "FINISH GRADE" REFERS TO THE FINAL ELEVATION OF THE SOIL SURFACE
ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT
E
(NOT TOP OF MULCH) AS INDICATED ON THE GRADING PLANS.
HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE
v
A. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL. VERIFY THAT THE ROUGH GRADES OF ALL LANDSCAPE AREAS ARE
IRRIGATION SYSTEM WHICH nPFRATF IMPROPPRI Y,
0
WITHIN +/-0.1' OF FINISH GRADE. SEE SPECIFICATIONS FOR MORE DETAILED INSTRUCTION ON TURF AREA AND PLANTING BED
2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE
0
PREPARATION.
RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER
b. CONSTRUCT AND MAINTAIN FINISH GRADES AS SHOWN ON GRADING PLANS, AND CONSTRUCT AND MAINTAIN SLOPES AS
DAMAGE BY HUMAN ACTIONS,
RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES
M. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. A RECORD DRAWING IS A RECORD OF
c
AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT AND ON THE GRADING PLANS, AND AREAS OF POTENTIAL PONDING SHALL BE
ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED THROUGH CHANGE ORDERS, ADDENDA, OR
REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL,
CONTRACTOR/CONSULTANT DRAWING MARKUPS.
/
C. THE LANDSCAPE CONTRACTOR SHALL DETERMINE WHETHER OR NOT THE EXPORT OF ANY SOIL WILL BE NEEDED, TAKING INTO
ACCOUNT THE ROUGH GRADE PROVIDED, THE AMOUNT OF SOIL AMENDMENTS TO BE ADDED (BASED OPI A SOIL TEST PER
SPECIFICATIONS), AND THE FINISH GRADES TO BE ESTABLISHED.
d. ENSURE THAT THE FINISH GRADE IN SHRUB AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER
0
INSTALLING SOIL AMENDMENTS, IS 3" BELOW THE ADJACENT FINISH SURFACE, IN ORDER TO ALLOW FOR PROPER MULCH DEPTH.
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TAPER THE SOIL SURFACE TO MEET FINISH GRADE, AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE
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WALKS.
e. ENSURE THAT THE FINISH GRADE IN TURF AREAS IMMEDIATELY ADJACENT TO WALKS AND OTHER WALKING SURFACES, AFTER
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INSTALLING SOIL AMENDMENTS, IS V BELOW THE FINISH SURFACE OF THE WALKS. TAPER THE SOIL SURFACE TO MEET FINISH GRADE,
AS SPECIFIED ON THE GRADING PLANS, AT APPROXIMATELY 18" AWAY FROM THE WALKS.
f, SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GRADING PLANS, GEOTECHNIGAL REPORT, THESE NOTES AND
PLANS, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE
2
ARCHITECT, GENERAL CONTRACTOR, AND OWNER.
m
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6, ONCE 501E PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES
Know LARGER THAN I" REMAINING IN THE TOP 6" OF SOIL.
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INITIAL SUBMITTAL
12/9/2019
DRAVANG SIZE
22" X 34"
SURVEY FIRM
SURVEY DATE
BEC
9/26/2019
NO.
C03414
DRAVANG NAME
C14 LANDSCAPE.dwg
SHEET 16 oF
21
S
4604338 07/01/2020 12:22 PM
Page 17 of 21
11
'IRRIGATION SCHEDULE m
R 0
RAIN BIRD R-VAN14 1806-SAM-P45
R-VAN14 R-VAN14-360
TURF ROTARY, 8'-14' 45A°-270A° AND 360A° HAND
ADJUSTABLE MULTI -STREAM ROTARY W/1800 TURF
SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45
PSI IN -STEM PRESSURE REGULATOR. 1/2" NPT FEMALE
THREADED INLET.
RAIN BIRD R-VAN18 1806-SAM-P45
R-VAN18 R-VAN18-360
TURF ROTARY, 13'-18' 45A°-270Ao AND 360A° HAND
ADJUSTABLE MULTI -STREAM ROTARY W/1800 TURF
SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45
PSI IN -STEM PRESSURE REGULATOR. 1/2" NPT FEMALE
THREADED INLET.
SYMBOL
MAN UFACTURE R/MODEUDESCRIPTION
RAIN BIRD XCZ-100-PRF
MEDIUM FLOW DRIP CONTROL KIT, 1" DV VALVE, 1"
PRESSURE REGULATING FILTER, 40PS1 PRESSURE
REGULATOR. 3GPM - 15GPM.
C7
RAIN BIRD PC SINGLE OUTLET, PC DRIP EMITTER
24
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS WITH SELF -PIERCING BARB INLET. FLOW
RATE: 5GPH=LIGHT BROWN; 7GPH=VIOLET;
10GPH=GREEN; 12GPH=DARK BROWN; 18GPH=WHITE;
24GPH=ORANGE.
T q:1 CQ
RAIN BIRD XB-PC SINGLE OUTLET EMITTER
0.5 1.0 2.0
SINGLE OUTLET, PRESSURE COMPENSATING DRIP
EMITTERS. FLOW RATES OF 0.5GPH=BLUE,
1.OGPH=BLACK, AND 2.OGPH=RED. COMES WITH A
SELF -PIERCING BARB INLET X BARB OUTLET.
SYMBOL MANUFACTURER/MODEL/DESCRIPTION
RAIN BIRD PEB
1", 1-1/2", 2" PLASTIC INDUSTRIAL VALVES. LOW FLOW
OPERATING CAPABILITY, GLOBE CONFIGURATION.
NIBCO BALL VALVE
BRASS, TWO-PIECE, FULL PORT, NPT X NPT, T-FP-600A
BF FEBCO 825Y 3/4"
REDUCED PRESSURE BACKFLOW PREVENTER
C 1 RAIN BIRD ESP-12LX BASIC
12 STATION COMMERCIAL CONTROLLER W/ ADDITIONAL
12 STATION MODULE
0 RAIN BIRD WR2-RFC
WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES
1 RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER.
IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21
PVC CLASS 200 IRRIGATION PIPE. ONLY LATERAL
TRANSITION PIPE SIZES 1" AND ABOVE ARE INDICATED
ON THE PLAN, WITH ALL OTHERS BEING 3/4" IN SIZE.
---- IRRIGATION MAINLINE: PVC SCHEDULE 40
PIPE SLEEVE: PVC SCHEDULE 40
Valve Callout
---- Valve Number
" Valve Flow
Valve Size
PSI
30
30
NOTES:
1) CONTRACTOR SHALL USE PC SCREENS ON FIXED SPRAY HEADS AS NEEDED TO ACHIEVE APPROPRIATE RADII.
2) CONTRACTOR SHALL USE VARIABLE -ARC ROTARY NOZZLES WHERE NECESSARY.
3) CONTRACTOR SHALL ADJUST ROTOR ARCS WHERE NECESSARY.
LOT
3
OF OAr� MEADOWS
VILLAGE, SECTION B, TOWNSHIP 2
NORTH, RANGE 67
WEST
OF
6TH
O.. FIRESTONE, WELD,
COLORADO
NUMBER
MODEL
SIZE
TYPE
GPM
WIRE
PSI
PSI (9 POC PRECIP
1
RAIN BIRD XCZ-100-PRF
1"
DRIP EMITTER
3.73
113.4
33.71
0.85 in/h
2
RAIN BIRD XCZ-100-PRF
1"
DRIP EMITTER
2.53
131.0
33.04
0.76 in/h
3
RAIN BIRD XCZ-100-PRF
1"
DRIP EMITTER
5.53
440.9
35.19
0.79 in/h
4
RAIN BIRD PEB
1"
TURF ROTARY
13.36
453.2
35.41
0.45 in/h
5
RAIN BIRD PEB
1"
TURF ROTARY
14.78
464.0
34.44
0.50 in/h
Common Wire
441.3
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Generated:
2019-12-06 18:48
P.O.C. NUMBER: 01
Water Source Information:
FLOW AVAILABLE
Water Meter Size:
3/4"
Flow Available:
22.50 gpm
PRESSURE AVAILABLE
Static Pressure at POC:
70.00 psi
Elevation Change:
5.00 ft
Service Line Size:
1 1/4"
Length of Service Line:
20.00 ft
Pressure Available:
67.00 psi
DESIGN ANALYSIS
Maximum Station Flow:
28.14 gpm
Flow Available at POC:
22.50 gpm
Residual Flow Available:
-5.64 gpm
Pressure Req. at Critical Station:
36.33 psi
Loss for Fittings:
0.78 psi
Loss for Main Line:
7.76 psi
Loss for POC to Valve Elevation:
0.00 psi
Loss for Backflow:
10.54 psi
Loss for Water Meter:
4.71 psi
Critical Station Pressure at POC:
60.12 psi
Pressure Available:
67.00 psi
Residual Pressure Available:
6.88 psi
Zft
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN
WITHIN PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN
CLARIFICATION ONLY, AND SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE
PROPERTY LINES OR LIMITS INDICATED ON PLAN. THE IRRIGATION CONTRACTOR SHALL
VERIFY THE LOCATIONS OF ALL ABOVE -GRADE IRRIGATION EQUIPMENT WITH THE
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION, OR IRRIGATION
CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN COST.
IRRIGATION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL FINAL QUANTITIES PER
DRAWINGS AND SPECIFICATIONS. ANY QUANTITIES PROVIDED ARE PROVIDED AS A
CONVENIENCE TO THE CONTRACTOR ONLY AND SHALL NOT BE CONSIDERED
ABSOLUTE.
AUTOMATIC DRAIN VALVES AND AIR RELIEF VALVES
INSTALL AUTOMATIC DRAIN VALVES AT THE LOW POINTS OF EACH LATERAL LINE (MIN. 2
PER VALVE) AS PER DETAIL L, SHEET LI4. INSTALL AIR RELIEF VALVES ON DRIP
SYSTEMS AT THE LCCATIONS SHOWN ON THE PLANS, AS AS PER DETAILS.
07
- - • r • • - - - • - . r
PLANTS, #1 CONTAINER AND SMALLER: 1, XB-20PC (2 GPH) EMITTER PER PLANT
PLANTS, #5 CONTAINER: 2, XB-20PC (2 GPH) EMITTERS PER PLANT
PLANTS, #15 CONTAINER: 3, XB-20PC (2 GPH) EMITTERS PER PLANT
TREES, 1" TO 2-1/2" CALIPER: 4, PC-07-1032 (7 GPH) EMITTERS WITH
DIFFUSER CAP, PER TREE
TREES, 3" TO 4" CALIPER: 7, PC-07-1032 (7 GPH) EMITTERS WITH
DIFFUSER CAP, PER TREE
ING / WIRING NOTES:
IN ADDITION TO PROVIDING SLEEVES FOR ALL PIPING UNDER ROADWAYS AND
WALKWAYS, THE IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL SCH. 40 PVC
SLEEVES FOR ALL CONTROLLER WIRES OCCURRING UNDER ALL ROADWAYS AND
WALKWAYS. SLEEVES FOR CONTROLLER WIRES SHALL BE 2" DIA. AND CONTAIN NO
MORE THAN 25 WIRES.
LOCATE CONTROLLER AT LOCATION SHOWN ON PLAN. VERIFY LOCATION IN FIELD WITH
OWNER'S REPRESENTATIVE.
120 VAC POWER TO CONTROLLER LOCATION IS NOT WITHIN THE IRRIGATION
CONTRACTOR'S SCOPE OF WORK, AND SHALL BE PROVIDED BY OTHERS. HOOK-UP OF
CONTROLLER TO 120 VAC SHALL BE PERFORMED BY THE IRRIGATION CONTRACTOR.
IRRIGATION CONTRACTOR SHALL COORDINATE LOCATION OF WIRE SLEEVE
PENETRATIONS THROUGH BUILDING WITH OWNER AND GENERAL CONTRACTOR.
STATION RUN ORDER SHALL MATCH PLANS.
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EVERGREEN
DESIGN G R O 11 P
(800)680-6630
1400 16th St., Ste 400
Denver, CO 80202
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C03414
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4604338 07/01/2020 12.22 PM
Page 18 of 21
A. QUALIFICATIONS OF IRRIGATION CONTRACTOR
1. ALL WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE IRRIGATION
CONTRACTING FIRM SPECIALIZING IN IRRIGATION SYSTEMS. SEE THE IRRIGATION PLAN FOR
SPECIFIC EQUIPMENT AND SYSTEM LAYOUT.
2. THE IRRIGATION CONTRACTOR MUST HAVE ON ITS STAFF A LICENSED IRRIGATION
INSTALLER, AS REGULATED BY THE APPROPRIATE LOCAL JURISDICTION. A LICENSED
IRRIGATION INSTALLER SHALL BE PRESENT AT THE PROJECT SITE AT ALL TIMES AS WORK IS
IN PROGRESS. THE OWNER MAY DEMAND THAT WORK STOP UNTIL THE CONTRACTOR
PROVIDES FOR A LICENSED IRRIGATION INSTALLER TO BE PRESENT AT THE PROJECT SITE
AND SUPERVISING ALL IRRIGATION WORK.
3. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE
REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES.
B. SCOPE OF WORK
1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL
MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES, FEES, AND ANY OTHER ITEMS
THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK,
SPECIFIED HEREIN AND/OR SHOWN ON THE IRRIGATION PLANS, NOTES, AND DETAILS.
2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE LAWS, CODES AND
REGULATIONS REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER SUCH WORK,
INCLUDING ALL INSPECTIONS AND PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL
AUTHORITIES IN SUPPLY, TRANSPORTATION AND INSTALLATION OF MATERIALS. IN CASE OF
CONFLICT BETWEEN THESE PLANS AND LOCAL AND/OR STATE CODES, CODES SHALL
PREVAIL.
3. THE INTENT OF THE IRRIGATION SYSTEM IS TO PROVIDE 100% COVERAGE OF ALL LANDSCAPE
AREAS. THE IRRIGATION PLAN IS GENERALLY DIAGRAMMATIC; COORDINATE IRRIGATION
INSTALLATION WITH UTILITY INSTALLATIONS. ACTUAL LOCATION OF CONTROLLER,
BACKFLOW DEVICE, PIPING, VALVES, SPRAY HEADS, DRIP IRRIGATION, AND RELATED
EQUIPMENT MAY NEED TO BE ADJUSTED BASED ON ACTUAL SITE CONDITIONS.
4. FOR CLARITY PURPOSES, SOME IRRIGATION LINES AND EQUIPMENT ARE SHOWN IN
HARDSCAPE AREAS WITHOUT ACCESS SLEEVES; THESE LINES SHALL BE INSTALLED IN A
COMMON TRENCH OR AT THE BACK OF CURB IN LANDSCAPE AREAS. MINOR FIELD
ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.
A. ALL MATERIALS SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS OF ANY TYPE AND SHALL BE
THE BEST OF THEIR CLASS AND KIND. ALL MATERIALS SHALL HAVE A MINIMUM GUARANTEE OF
ONE YEAR AGAINST MATERIAL DEFECTS OR DEFECTIVE WORKMANSHIP. ALL MATERIALS SHALL BE
OF THE BRANDS AND TYPES NOTED ON THE DRAWINGS OR AS SPECIFIED HEREIN, OR APPROVED
EQUAL. THE CONTRACTOR MUST FIRST OBTAIN APPROVAL FROM THE IRRIGATION DESIGNER FOR
AN 'APPROVED EQUAL' BEFORE INSTALLING SUCH MATERIALS IN THE FIELD, OR THE CONTRACTOR
MAY BE REQUIRED TO REPLACE SUCH MATERIALS AT HIS OWN COST.
B. BACKFLOW PREVENTION DEVICES SHALL BE OF THE SIZE AND TYPE INDICATED ON THE DRAWINGS.
INSTALL BACKFLOW PREVENTION UNITS IN ACCORDANCE WITH IRRIGATION CONSTRUCTION
DETAILS AND ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES.
C. PIPING
1. PRESSURE SUPPLY LINES, DOWNSTREAM OF THE POINT -OF -CONNECTION:
a. SCHEDULE 40 PVC FOR ALL PIPE 1-1/2" OR LESS
b. CLASS 315 PVC FOR ALL PIPE 2" TO 2-1/2"
C. CLASS 200 PVC, GASKETED, FOR ALL PIPE 3" AND LARGER
2. SLEEVING AND NON -PRESSURE LATERAL LINES (DOWNSTREAM FROM VALVES): CLASS 200
PVC
3. FITTINGS: SCH. 40 PVC, EXCEPT AS NOTED OTHERWISE.
D. VALVES AND DRIP VALVE ASSEMBLIES: TYPE AND SIZE AS NOTED ON PLANS. EACH VALVE SHALL
BEAR A PRE -MANUFACTURED, NUMBERED WATERPROOF TAG BEARING A NUMBER
CORRESPONDING TO ITS VALVE SEQUENCE OF OPERATION ON THE CONTROLLER. THE
OPERATION SEQUENCE SHALL MATCH THAT AS SHOWN ON THE PLANS.
E. QUICK COUPLERS, BALL VALVES, AND GATE VALVES: TYPE AND SIZE PER PLANS.
F. VALVE BOXES: TYPE AND SIZE AS NOTED ON DETAILS. ALL VALVES BOXES SHALL BE LOCKING
BOLT -DOWN TYPE, FURNISHED WITH LIDS AND BOLTS. BOXES SHALL BE OF A SIZE TO CONTAIN
THE ENTIRE VALVE AND/OR VALVE ASSEMBLY. THE VALVE BOX LID SHALL HAVE THE VALVE
STATION NUMBER HEAT -BRANDED INTO THE LID WITH 2" HIGH LETTERS.
G. FIXED SPRAY HEADS AND ROTORS: PLASTIC BODY POP-UP, WITH A REMOVABLE PLASTIC SPRAY
NOZZLE. EXACT TYPE, MODEL, AND NOZZLE SHALL BE AS INDICATED ON PLANS.
H. INTEGRAL EMITTER DRIP TUBING: TUBING MODEL AND FLOW RATE AS NOTED ON PLANS, WITH
INTEGRAL EMITTERS WELDED TO THE INSIDE WALL OF THE TUBING AS AN INTEGRAL PART OF THE
TUBING ASSEMBLY.
I. AUTOMATIC CONTROLLER: TYPE AND MODEL PER PLANS. PROVIDE VANDAL -PROOF ENCLOSURE
FOR ALL EXTERIOR INSTALLATIONS. PROVIDE LINE -VOLTAGE DISCONNECT SWITCH WITH GROUND
FAULT PROTECTION.
J. 24 VOLT VALVE WIRE SHALL BE A MINIMUM OF #14 GAUGE, U.F. APPROVED FOR DIRECT BURIAL,
SINGLE CONDUCTOR IRRIGATION WIRE. EACH CONTROLLER SHALL HAVE A DIFFERENT COLOR
STATION AND COMMON WIRE.
1. STATION WIRE - ANY COLOR EXCEPT WHITE OR BLUE
2. COMMON WIRE - WHITE
3. EXTRA COMMON WIRES - BLUE
K. WIRE SPLICES SHALL BE ENCASED IN A WATERPROOF COMPOUND OR GEL. ALL FIELD SPLICES
SHALL BE LOCATED IN A 6 INCH ROUND VALVE BOX.
L. RAIN SENSOR: TYPE AND MODEL PER PLANS.
METHODS
A. THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, AND OTHER EQUIPMENT SHOWN WITHIN
PAVED AREAS OR OUT OF PROPERTY BOUNDARIES ARE FOR DESIGN CLARIFICATION ONLY, AND
SHALL BE INSTALLED IN PLANTING AREAS WITHIN THE PROPERTY LINES OR LIMITS INDICATED ON
PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL ABOVE -GRADE
IRRIGATION EQUIPMENT WITH THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO
INSTALLATION, OR IRRIGATION CONTRACTOR MAY BE REQURED TO MOVE SUCH ITEMS AT HIS OWN
COST. ENSURE FIELD COORDINATION IS MADE EARLY ON IN THE CONSTRUCTION PHASE SO
PLACEMENT LOCATION IS CORRECT.
B. THE IRRIGATION CONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE PRIOR TO
COMMENCEMENT OF WORK, AND SHALL OBTAIN ALL ENGINEERING, LANDSCAPE, AND OTHER
APPLICABLE PLANS & DOCUMENTS. THE CONTRACTOR SHALL THOROUGHLY REVIEW THE PLANS
AND REPORT ANY CONFLICTS OR DISCREPANCIES TO THE LANDSCAPE ARCHITECT AND OWNER'S
REPRESENTATIVE IMMEDIATELY.
C. THE IRRIGATION CONTRACTOR SHALL NOT WILFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN
ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS, GRADES
OR DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEEERING. SUCH
OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION
DESIGNER. IN THE EVENT THAT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION
CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS AND NECESSARY COSTS.
D. SEE UTILITY PLANS FOR IRRIGATION POINTS OF CONNECTION (TAP) AND DOMESTIC WATER
SUPPLY. IRRIGATION CONNECTION SHALL BE A MINIMUM OF 5' DOWNSTREAM OF THE WATER
METER.
E. THE IRRIGATION CONTRACTOR SHALL PAY ANY AND ALL FEES AND PERMITS ASSOCIATED WITH
THE INSTALLATION OF THE IRRIGATION SYSTEM.
F. AT LEAST SEVEN DAYS BEFORE BEGINNING WORK, CONFIRM THE STATIC WATER PRESSURE IS AT
LEAST 55 PSI AND LESS THAN 70 PSI. IF STATIC WATER PRESSURE IS OUTSIDE OF THE STATED
RANGE, DO NOT PROCEED WITHOUT FIRST NOTIFYING THE IRRIGATION DESIGNER AND OWNER IN
WRITING, AND OBTAINING SUBSEQUENT DIRECTION FOR CORRECTIONAL MEASURES. SHOULD THE
IRRIGATION CONTRACTOR CHOOSE TO BEGIN THE INSTALLATION WITHOUT SUCH NOTIFICATION,
THE IRRIGATION CONTRACTOR WILL ASSUME THE RESPONSIBILITY FOR ALL COSTS INCURRED TO
ENSURE THE SYSTEM IS WORKING PROPERLY. NO CHANGE ORDERS WILL BE AUTHORIZED IN
SUCH CIRCUMSTANCES.
what'sKnow below.
Call before you dig.
LOT
ti
OF OAKMEADOWS
VILLAGE, SECTION
NORTH, RANGE
WEST
OF
6TH P.M., TOWN
OF FIRESTONE, COUNTY OF WELD,
STATE OF COLORADO
G. THE IRRIGATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES
(WATER, SEWER, ELECTRICAL, TELEPHONE, GAS, CABLE, TELEVISION, ETC.) PRIOR TO THE START
OF ANY WORK. THE CONTRACTOR SHALL BE FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATIONS
OF WALLS, STRUCTURES AND UTILITIES.
H. COORDINATE WITH THE OWNER THE PROPOSED LOCATIONS OF THE AUTOMATIC CONTROLLER
AND ANY REQUIRED SLEEVES THROUGH THE BUILDING FOR CONTROL WIRES.
I. TRENCHING NEAR EXISTING TREES:
1. CONTRACTOR SHALL NOT DISTURB ROOTS 1-1/2" AND LARGER IN DIAMETER WITHIN THE
CRITICAL ROOT ZONE (CRZ) OF EXISTING TREES, AND SHALL EXERCISE ALL POSSIBLE CARE
AND PRECAUTIONS TO AVOID INJURY TO TREE ROOTS, TRUNKS, AND BRANCHES. THE CRZ IS
DEFINED AS A CIRCULAR AREA EXTENDING OUTWARD FROM THE TREE TRUNK, WITH A
RADIUS EQUAL TO V FOR EVERY 1" OF TRUNK DIAMETER -AT -BREAST -HEIGHT (4.5' ABOVE THE
AVERAGE GRADE Al THE TRUNK).
2. ALL EXCAVATION WITHIN THE CRZ SHALL BE PERFORMED USING HAND TOOLS. NO MACHINE
EXCAVATION OR TRENCHING OF ANY KIND SHALL BE ALLOWED WITHIN THE CRZ.
3. ALTER'ALIGNMENT OF PIPE TO AVOID TREE ROOTS 1-1/2" AND LARGER IN DIAMETER. WHERE
TREE ROOTS 1-1/2" AND LARGER IN DIAMETER ARE ENCOUNTERED IN THE FIELD, TUNNEL
UNDER SUCH ROOTS. WRAP EXPOSED ROOTS WITH SEVERAL LAYERS OF BURLAP AND KEEP
MOIST. CLOSE ALL TRENCHES WITHIN THE CANOPY DRIP LINES WITHIN 24 HOURS.
4. ALL SEVERED ROOTS SHALL BE HAND PRUNED WITH SHARP TOOLS AND ALLOWED TO
AIR-DRY. DO NOT USE ANY SORT OF SEALERS OR WOUND PAINTS.
J. BACKFILL
1. ALL BACKFILL MATERIAL SHALL BE SUBJECT TO APPROVAL BY THE OWNER. BACKFILL
MATERIAL SHALL BE FREE FROM RUBBISH, ROCK LARGER THAN 1", LARGE STONES, BRUSH,
SOD, FROZEN MATERIAL OR OTHER UNSUITABLE SUBSTANCES THAT MAY DAMAGE PIPE
DURING THE BACKFILLING OPERATIONS. SEPARATE OUT ROCKS LARGER THAN 1 INCH IN
ANY DIRECTION FROM EXCAVATED MATERIAL, AND REMOVE FROM AREAS TO RECEIVE
LANDSCAPING. COVER FOR BOTH TOP AND SIDES OF PIPE SHALL BE A MINIMUM OF 2 INCHES
OF ROCK -FREE SOIL, SAND, OR OTHER APPROVED MATERIAL.
2. IN THE EVENT THAT THE MATERIAL FROM THE EXCAVATION OR TRENCHING IS FOUND TO BE
UNSUITABLE FOR USE IN BACKFILL, IT SHALL BE REMOVED FROM THE SITE AND PROPERLY
AND LEGALLY DISPOSED OF BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. THE
CONTRACTOR SHALL THEN PURCHASE AND AND FURNISH SUITABLE BACKFILL MATERIAL
CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND OR OTHER APPROVED MATERIALS FREE
OF DEBRIS.
K. BACKFLOW PREVENTER INSTALLATION: CONTRACTOR SHALL MAKE CONNECTIONS TO EXISTING
WATER SOURCES AT LOCATION SHOWN ON PLANS AND AS APPROVED BY THE OWNER, AND SHALL
MAKE ANY MINOR CHANGES IN LOCATION AS MAY BE NECESSARY DUE TO ACTUAL SITE
CONDITIONS. BACKFLOW PREVENTER HEIGHT SHALL BE AS PER LOCAL CODES AND IRRIGATION
DETAILS. INSTALL A BRASS BALL VALVE IMMEDIATELY UPSTREAM OF THE BACKFLOW DEVICE TO
SERVE AS AN ISOLATION VALVE. TO EVERY EXTENT POSSIBLE, INSTALL BACKFLOW PREVENTER
ION A LOCATION SCREENED FROM PUBLIC VIEW (SUCH AS BEHIND A SHRUB ROW).
L. PIPING:
1. PIPE SIZE SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF
SMALLER PIPE SIZES SHALL BE PERMITTED, BUT SUBSTITUTIONS FOR LARGER SIZES MAY BE
APPROVED.
2. MAINLINE PIPE AND WIRES SHALL BE INSTALLED WITH A MINIMUM COVER OF 18 INCHES.
LATERAL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF 12 INCHES.
3. ASSEMBLE ALL THREADED FITTINGS WITH TEFLON TAPE, WHICH SHALL BE APPLIED TO MALE
THREADS ONLY.
4. ALL SOLVENT -WELD CONNECTIONS SHALL BE MADE WITH APPROVED SOLVENT -WELD PRIMER
AND GLUE.
5. PIPE SHALL BE INSTALLED WITH A MINIMUM OF 4" HORIZONTAL CLEARANCE FROM ANY
OTHER PIPE AND 2" VERTICAL CLEARANCE FROM ANY PIPES THAT CROSS OVER OR UNDER.
M. ___ VALVES
1. VALVES SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE IRRIGATION
DETAILS.
2. VALVE BOXES SHALL BE INSTALLED FLUSH WITH THE GRADE, WITH CLEAN PEA GRAVEL
LOCATED BELOW THE VALVE AS NOTED ON THE DETAILS. LOCATE BOXES WITHIN 12 TO 24"
OF SIDEWALKS OR LANDSCAPE EDGES, WITH TOPS OF BOXES 1"ABOVE FINISH GRADE IN
TURF, AND W ABOVE FINISH GRADE IN SHRUB AREAS (TO AVOID BEING COVERED BY MULCH).
3. EACH VALVE BOX COVER SHALL BE HEAT -BRANDED WITH THE CONTROLLER STATION
NUMBER.
4. DO NOT INSTALL MORE THAN TWO VALVES IN A JUMBO BOX.
N. DRIP IRRIGATION EQUIPMENT SHALL BE INSTALLED PER MANUFACTURER'S DIRECTIONS AND THE
IRRIGATION DETAILS.
1. SUBSURFACE DRIP LINES SHALL BE BURIED NO MORE THAN 2" BELOW FINISH GRADE.
2. DRIP LINES MOUNTED ON GRADE SHALL BE LOCATED BENEATH LANDSCAPE FABRIC, AND
SECURED IN PLACE WITH WIRE STAPLES AT A MAXIMUM OF 48" ON CENTER.
O. SPRAY, ROTOR, AND BUBBLER HEADS:
1. ALL SPRAY AND ROTOR HEAD LOCATIONS SHALL BE STAKED, FLAGGED AND/OR OTHERWISE
CLEARLY MARKED ON THE GROUND PRIOR TO INSTALLATION. SPRINKLER HEAD STAKING
SHALL BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE BEFORE
INSTALLATION.
2. ALL SPRAY HEADS SHALL BE CONNECTED WITH A 12 INCH MINIMUM LENGTH OF z INCH FLEX
PVC. THE FLEX PVC SHALL BE SOLVENT WELDED TO SCHEDULE 40 PVC FITTINGS WITH
WELD -ON #795 SOLVENT AND #P-70 PRIMER. ALL ROTORS SHALL BE CONNECTED TO
LATERAL LINES WITH PRE -MANUFACTURED SWING JOINTS.
3. ALL ROTOR, SPRAY AND BUBBLER HEADS SHALL BE SET PERPENDICULAR AND FLUSH TO
FINISH GRADE AND WITH A CLEARANCE OF FOUR INCHES (MINIMUM) FROM THE EDGE OF ANY
BUILDINGS, WALLS, BOULDERS, AND HARDSCAPE, UNLESS OTHERWISE SPECIFIED.
4. ALL ROTOR, SPRRAY AND BUBBLER HEADS AND VALVES SHALL BE FLUSHED AND ADJUSTED
FOR OPTIMUM COVERAGE WITH MINIMUM OVERSPRAY ON WALKS, STREETS, WALLS, ETC.
P. AUTOMATIC CONTROLLER:
1. INSTALL THE CONTROLLER AT THE LOCATION INDICATED BY THE OWNER. INSTALL
CONTROLLER WITH A BACKUP BATTERY AS RECOMMENDED BY THE MANUFACTURER.
2. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120 V.A.C. ELECTRICAL POWER TO
CONTROLLER AND DEDICATE ONE (1) 20-AMP BREAKER FOR EACH CONTROLLER. IT SHALL BE
THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO MAKE THE FINAL HOOK-UP FROM
THE ELECTRICAL SOURCE TO THE CONTROLLER UNIT ONLY.
3. ALL VALVE CONTROL WIRE SHALL BE AWG 14 TYPE UF, 600 VOLT TEST, DIRECT BURIAL. NO
SPLICES SHALL BE ALLOWED EXCEPT AT VALVES AND CONTROLLER. WHERE SPLICES MAY
BE NECESSARY DUE TO EXCESSIVELY LONG WIRE RUNS, THE CONTRACTOR SHALL MAKE ALL
SPLICES IN 6" ROUND VALVE BOXES WITH 3M'S "DBY-DIRECT BURIAL SPLICE KIT". THE
CONTRACTOR SHALL LABEL ALL WIRES WITH WATERPROOF TAGS AND MARKERS AT ALL
SPLICES AND VALVE MANIFOLDS, AND SHALL LEAVE A 24" COIL OF EXCESS WIRE AT EACH
CONNECTION.
4. PROVIDE #10 COMMON WIRE, DIRECT BURIAL, TO ALL REMOTE CONTROL VALVES.
5. CONNECT ALL DIRECT BURIAL WIRES TO VALVES USING 3M'S "DBY-DIRECT BURIAL SPLICE
KIT" (UNLESS OTHERWISE SPECIFIED).
6. PROVIDE THREE ADDITIONAL IRRIGATION CONTROL WIRES ALONG EACH BRANCH OF
MAINLINE FOR FUTURE EXPANSION. STUB ADDITIONAL CONTROL WIRES INTO BACK OF
IRRIGATION CONTROLLERS.
7. THE IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL CONTROL WIRE
SLEEVES AND PIPE SLEEVES UNDER PAVED AREAS PRIOR TO PAVING - SEE SLEEVING NOTES.
Q. INSTALL THE RAIN SENSOR IN THE VICINITY OF THE CONTROLLER, AND COORDINATE LOCATION
WITH THE OWNER, IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ENSURE THE
RAIN SENSOR IS PLACED IN A LOCATION WHERE IT CAN RECEIVE ADEQUATE RAINFALL WITHOUT
OBSTRUCTIONS. IF IT IS PLACED IN AN INADEQUATE LOCATION, THE IRRIGATION CONTRACTOR
MAY BE REQUIRED TO RELOCATE IT AT NO ADDITIONAL COST TO THE OWNER.
R. ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS
PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.
S. QUALITY CONTROL
1. PERFORM COVERAGE TESTS AFTER SPRINKLER SYSTEM IS COMPLETED, BUT PRIOR TO ANY
PLANTING AND PERFORM TESTING IN THE PRESENCE OF THE IRRIGATION DESIGNER AND THE
CONSTRUCTION MANAGER.
2. TEST SYSTEM TO ASSURE THAT ALL LAWN AND PLANTING AREAS ARE WATERED
COMPLETELY AND UNIFORMLY.
3. MAKE ALL NECESSARY ADJUSTMENTS TO PROVIDE COMPLETE COVERAGE, INCLUDING
REALIGNMENT OF HEADS AND REPLACEMENT OF NOZZLES.
T. CLEAN UP
1. DURING IRRIGATION EXCAVATION AND INSTALLATION, KEEP ALL PAVEMENT CLEAN AND ALL
WORK AREAS IN A NEAT, ORDERLY CONDITION.
2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE.
U. INSPECTION AND ACCEPTANCE
1. UPON COMPLETION OF THE WORK, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE SITE
CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE IRRIGATION
CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL
ACCEPTABILITY.
2. WHEN THE INSPECTED WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE
CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S
SATISFACTION WITHIN 24 HOURS.
3. THE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE WORK HAS BEEN RE -INSPECTED
BY THE OWNER AND FOUND TO BE ACCEPTABLE. AT THAT TIME, A WRITTEN NOTICE OF FINAL
ACCEPTANCE WILL BE ISSUED BY THE OWNER, AND THE MAINTENANCE AND GUARANTEE
PERIODS WILL COMMENCE.
4. CONTROLLER CHART: THE IRRIGATION CONTRACTOR SHALL PROVIDE A 11"X 17"
COLOR -CODED, LAMINATED COPY OF THE IRRIGATION LAYOUT AND PLACE IT IN THE
CONTROLLER'S COVER. THE CONTROLLER CHART SHALL CLEARLY DELINEATE THE AREAS
COVERED BY EACH VALVE, USING A SEPARATE COLOR FOR EACH ZONE.
5. TURN THE FOLLOWING ITEMS IN TO THE OWNER UPON COMPLETION OF THE INSTALLATION:
a. QUICK COUPLER KEYS (2)
b. CONTROLLER MANUAL (1)
C. CONTROLLER KEYS (2)
d. A MINIMUM OF (2) COPIES OF RECORD DRAWINGS. A RECORD DRAWING IS A RECORD
OF ALL CHANGES THAT OCCURRED IN THE FIELD AND THAT ARE DOCUMENTED
THROUGH CHANGE ORDERS, ADDENDA, OR CONTRACTOR/CONSULTANT DRAWING
MARKUPS.
V. REFER TO THE PLANTING SPECIFICATIONS FOR ADDITIONAL CONDITIONS OF FINAL ACCEPTANCE
AND START OF THE MAINTENANCE PERIOD.
W. WARRANTY
1. THE IRRIGATION SYSTEM SUPPLIED AND INSTALLED SHALL BE WARRANTED (LABOR AND
MATERIALS) TO REMAIN OPERATIONAL FOR A PERIOD OF 12 MONTHS AFTER THE DATE OF
FINAL ACCEPTANCE. DURING THIS PERIOD, THE CONTRACTOR SHALL ALSO REPAIR ANY
SETTLEMENT OF THE IRRIGATION TRENCHES.
2. BY THE END OF THE WARRANTY PERIOD, ANY IRRIGATION PART THAT IS EITHER
NON -OPERATIONAL OR THAT IS OPERATING BELOW STANDARDS AS DETERMINED BY THE
OWNER, SHALL BE REMOVED FROM THE SITE AND SHALL BE REPLACED. REPLACEMENTS
SHALL BE OF THE SAME KIND AS SPECIFIED IN THE IRRIGATION LEGEND, AND SHALL BE
INSTALLED AS ORIGINALLY SPECIFIED.
3. IRRIGATION PARTS DAMAGED OR IMPAIRED DUE TO ACTS OF GOD, VANDALISM, AND/OR THE
OWNER'S IMPROPER MAINTENANCE SHALL NOT BE COVERED BY THIS WARRANTY.
X. SHOULD THE PERMITTING JURISDICTION REQUIRE AN IRRIGATION AUDIT, THE IRRIGATION
CONTRACTOR SHALL RETAIN THE SERVICES OF A THIRD -PARTY CERTIFIED LANDSCAPE IRRIGATION
AUDITOR, AT NO ADDITIONAL COST TO THE OWNER.
1 CONTROLLER PER LEGEND
2 1/2" ELECTRICAL CONDUIT BETWEEN
CONTROLLER AND ELECT. BOX
CLAMP TO WALL
3 SENSOR MONITOR PANEL OR
RECEIVER (WHERE OCCURS)
4 WALL (WHERE OCCURS)
5 120 VOLT SERVICE IN WATERPROOF
JUNCTION BOX WITH DISCONNECT
SWITCH, INSTALL INSIDE STAINLESS
ENCLOSURE
6 C-CLAMPS (TYP.)
7 CONDUIT(S) FOR 24 VOLT CONTROL
WIRES. CLAMP TO WALL. USE 1
CONDUIT FOR 0-24 STATIONS. USE 2
CONDUITS FOR 25-48 STATIONS
g SENSOR CABLES IN CONDUITS
(WHERE OCCURS)
9 GROUNDING PER MANUFACTURER
10 FINISH FLOOR SURFACE
NOTES:
1) MOUNT CONTROLLER AND CABINET PER MANUFACTURER'S DIRECTIONS.
2) 120 V.A.C. POWER PROVIDED BY OTHERS. LANDSCAPE CONTRACTOR SHALL MAKE FINAL CONNECTION AT
CONTROLLER. CONNECT TO ELECTRICAL SUPPLY PER NATIONAL ELECTRIC CODE AND LOCAL CODE.
3) LOCATE GROUND ROD 8' MIN. FROM CONTROLLER. VERIFY LOCATION OF GROUND ROD, CONTROLLER AND SOURCE
OF ELECTRICITY WITH MANUFACTURER'S REPRESENTATIVE AND OWNER AS PART OF PRE CONSTRUCTION MEETING.
SCALE: NTS
R EAVE
2 AUTOMATIC RAIN SENSOR -
INSTALL PER MANUFACTURER'S
INSTRUCTIONS
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SCALE: NTS
BACKFLOW PREVENTER
SCALE: NTS
1 TO POINT OF CONNECTION -
ADAPT AS NECESSARY. ALL
WORK SHALL CONFORM TO ALL
APPLICABLE CODES
2 BRASS WYE STRAINER W/60 MESH
SCREEN
3 ENCLOSURE PER IRRIGATION
LEGEND
4 BACKFLOW PREVENTER UNIT
5 BRASS UNION (TYPICAL)
6 BRASS NIPPLES (TYPICAL)
7 4" CONCRETE PAD, SLOPE TO
DRAIN AWAY FROM BACKFLOW
PREVENTER
8 FINISH GRADE, 2" BELOW PAD
(D BRASS COUPLING
10 PVC ADAPTER AND MAINLINE PIPE
11 12"X12"X24" THRUST BLOCK
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EVERGREEN
DESIGN G ROUP
(800)680-0630
1400 16th St., Ste 400
Denver, CO 80202
www. rvergreenDe siEru(iroup. com
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22" X 34"
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14 C1 it RA WIA I ,,kv4 10, 61,
AL
LOT
3
OF
\ALLAG,E,, SECTION, :. TGWNSHIP
2 NORTH, RANGE 67
WEST
OF
6TH P.111M TOWN
1 PRESSURE -COMPENSATING MODULE 1032
THREADED INLET X BARS OUTLET EMITTER
WITH PC DIFFUSER CAP:
RAIN BIRD PC MODULE WITH PC DIFFUSER
2 TOP OF MULCH
3 FINISH GRADE
4 POLYFLEX RISER AND ADAPTER ASSEMBLY:
RAIN BIRD PFR-FRA
5 PVC SCH 40 TEE OR ELL
6 PVC LATERAL PIPE
NOTES:
1. RAIN BIRD PC 1032 THREADED X BARB EMITTERS ARE AVAILABLE IN THE FOLLOWING MODELS:
PC-05-1032 5 GPH PC-07-1032 7 GPH PC-10-1032 10 GPH
2. PC DIFFUSER CAPS ARE AVAILABLE IN BOTH BLACK AND PURPLE.
SCALE: NOT TO SCALE
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SLE VIN
1
FiNISH GRADE AT 1" L',ELOW
TOP OF BOX IN TURF AREAS:
2" BELOW TOP OF BOX IN
SHRUB/GROUNDCOVER
AREAS
2
9" ROUND VALVE BOX
WITH LOCKABLE LID
3
EXTENSION SECTION AS
NECESSARY TO MEET GRADE
4
PVC MALE ADAPTER
5
3-INCH MINIMUM DEPTH OF
j-INCH WASHED GRAVEL
6
BRASS BALL VALVE
(SIZED PER MAINLINE)
7
IRRIGATION MAINLINE
1 PAVEMENT SURFACE
2 FINISH GRADE
3 TRENCH BACKFILL
4 LOCATOR WIRE W/BURIED CAUTION TAPE
5 PVC IRRIGATION LATERAL
6 SAND BACKFILL
7 SCH, 40 PVC LATERAL SLEEVE - SEE PLANS FOR SIZE
8 SCH, 40 PVC WIRE SLEEVE FOR CONTROL WIRES.; MIN, 2" DIA,
9 SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE
10 PVC IRRIGATION MAINLINE
11 CONTROL WIRES - TAPE TO MAINLINE AT 10' INTERVALS
12 PVC CAP, SOLVENT WELDED
F
SCALE:NTS
SCALE: NTS
EVERGREEN
DFSI Cq<N1 (i 1s-0 0 l'
1400 16th St., is 4(1)
Denvei. CO 80202
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1 30-INCH LINEAR LENGTH
OF WIRE, COILED
2 WATERPROOF CONNECTION
(ANY APPROVED)
3 REMOTE CONTROL VALVE
ASSEMBLY
4 JUMBO PLASTIC VALVE BOX
BY CARSON (OR EQUAL)
5 TOP OF MULCH
6 FINISHED GRADE-1" BELOW
TOP OF BOX IN TURF AREAS,
2" IN SHRUB AREAS
7
PVC UNION (2)
8
PVC SCH 40 MALE ADAPTER (2)
9
PVC LATERAL PIPE
10
BRICK (1 OF 4)
11
3-INCH MINIMUM DEPTH OF
3/4-INCH WASHED GRAVEL
12
PVC MAINLINE PIPE
13
PVC SCH 80 NIPPLE
(LENGTH AS REQUIRED)
14 SCH. 40 PVC ELL
15 SCH, 40 PVC TEE OR ELL
16 SCH. 40 PVC THREADED ELL
1 30-INCH LINEAR LENGTH OF WIRE, COILED
2 WATERPROOF CONNECTION (ANY APPROVED)
3 REMOTE CONTROL VALVE
4 JUMBO PLASTIC VALVE BOX BY CARSON (OR
EQUAL)
5 TOP OF MULCH
6 FINISHED GRADL-l' BELOW TOP OF BOX IN
TURF AREAS, 2" IN SHRUB AREAS
7 PVC SCH 80 NIPPLE (CLOSE)
8 PVC SCH 40 ELL
9 PVC SCH 80 NIPPLE (LENGTH AS REQUIRED)
1q BRICK (1 OF 4)
11 PVC MAINLINE PIPE
12 SCH. 40 PVC ELL
13 PVC SCH 40 TEE OR ELL
14 PVC SCH 40 MALE ADAPTER
15 PVC LATERAL PIPE
16 3-INCH MINIMUM DEPTH OF'4-INCH WASHED
GRAVEL
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12/9/2019
AWNG SIZE
22" X 34"
SURVEY FIRM
BEC
®ATE
9/26/2019
JW NO.
C03414
A1MNG N E .
C17 IRRIGA110NAwg
sHmT 19 cw 21
C19
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4604338 07/01/2020 12.22 PM
Page 20 of 21
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LOT
3
OF OAK MEADOWS
VILLAGE SEMION 6., TOWNSHIP
2 NORTH, RANGE 67
WEST
_
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,M,,,, TOWN
OF FIRESTONE,,
OLOR-ADI
1 FINISH GRADE
2 PIPE TRENCH
3 LATERAL LINE PIPE
4 AUTOMATIC DRAIN VALVE
NOTE:
AUTOMATIC VALVES ARE TO BE LOCATED
AT LOW POINTS OF LATERAL LINES.
LOCATE END DRAIN VALVE 12"
UPSTREAM FROM LAST HEAD.
12" SUMP
DEPTH
'l
30d GAP BELOW
)NTAL
11
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DEDICATED IRRIGATION TAP
TO IRRIGATION
SYSTEM
TO
DOMESTIC
SYSTEM
IRRIGATION CONNECTION_ FROM DOMESTIC WATER
SCALE:NTS
1 BUBBLER PER LEGEND - 3 PER TREE
2 MULCH
3 FINISH GRADE/TOP OF MULCH
4 UV RADIATION RESISTANT 112-INCH PVC
SCH 80 NIPPLE (LENGTH AS REQUIRED)
5 1/2-INCH FEMALE NPT x 0.490-INCH BARB
ELBOW
6 SWING PIPE, 12-INCH LENGTH
7 PVC LATERAL PIPE
8 1/2-INCH MALE NPT x .490-INCH BARB
ELBOW
9 SCH 40 TEE OR ELL
10 EDGE OF ROOTBALL
11 PVC LATERAL LINE - 314"
_pWBBLER LAYOUT
TO
IRRIGATION
SYSTEM
%I tKAL LINO
.VE
1 CITY MAINLINE
2 TAP
3 SERVICE LINE
4 WATER METER
5 ISOLATION VALVE (PER PLAN)
6 MANUAL DRAIN VALVE (BALL VALVE)
7 BLOW OFF VALVE (BOV)
8 BACKFLOW DEVICE (WHERE SHOWN) t
WINTERIZATION PROCEDURE:
1. TURN OFF EITHER THE METER AND ISOLATION
VALVE (DEDICATED IRRIGATION METER) OR
ISOLATION VALVE (DOMESTIC TAP).
2. OPEN ONE CONTROL VALVE TO RELIEVE
PRESSURE
3. SLOWLY OPEN MANUAL DRAIN VALVE.
4. REPEAT PROCEDURE FOR ALL MANUAL DRAIN
VALVES ALONG IRRIGATION MAINLINE.
5. CLOSE MANUAL DRAIN VALVES AND BLOW OUT
REMAINING WATER FROM THE BLOWOUT VALVE..
SLOWLY INCREASE AIR PRESSURE, NOT TO
EXCEED 80 PSI. DO NOT BLOWOUT SYSTEM
FROM BACKFLOW, BLOWOUT SYSTEM TWICE
BUT NOT TO EXCEED AT MORE THAN 2 MIN.
INTERVALS.
FLUSH VALVE
SCALE:NTS
SCALE:NTS
.�A
EVERGREEN
1) 1 I� f r ti i i i t 4} t l 1'
(86o) (trht.a'm
1400 1(itlt St„ Ste 400
1)omcr, CO $0202,
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10" ROUND PLASTIC VALVE BOX
1 WITH LOCKABLE LID,"CARSON" OR
APPROVED EQUAL
FINISH GRADE - TOP OF VALVE BOX TO
2 BE 2" ABOVE FINISH GRADE IN
PLANTER AREAS
3 DRIP EXHAUST HEADER
4 BALL VALVE, LINE SIZE
T COILED LENGTH OF LINE
5 SIZE FLEX HOSE. SOLVENT
WELD TO VALVE
6 RED BRICK TYPICAL, 3 REQUIRED
7 6" DEEP LAYER OF PEA GRAVEL
1
FINISH GRADE
2
POP-UP SPRAY HEAD
S
SCH, 800 PVC NIPPLE
(LENGTH AS REQUIRED)
4
SCH. 40 PVC ELL
5
SCH. 40 PVC STREET ELL
6
SCH. 40 PVC TEE OR ELL
7
PVC LATERAL PIPE
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INITIAL SU ITTAL 12/9/2019
DRAVANG SIZE 22" X 34"
SURVEY FIRM DATE
BEC 9/26/2019
JOB NO. C03414
D€tAVANG NAME
C17 IRRIGAMNAwg
sHEET 20 cw 21
C20
Page 21 of 21
FINAL DEVELOPMENT PLAN
OAK MEADOWS VILLAGE FILING 1 LOT 3 BLOCK 1, SECTION 6, TOWNSHIP 2 NORTH, RANGE 67 WEST
OF THE 6TH P.M., TOWN OF FIRESTONE, COUNTY OF WELD, STATE OF COLORADO
U'HRITIS AN BROTHERS AUTOMOTIVEA0T1AUTOMOTIVEE
SIGNAGE PLAN
SHEET 21 OF 21
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Christian Brother
SIGN SCOPE OF WORK
Manufacture (4) four faces for proposed d/f monument signs, NOTE,
New faces are flat 3/16" white lexan with applied translucent CHRISTIAN BROTHERS will have tenant panels on 2 separate monument signs
vinyl graphics. for a total of panels
(EXACT MEASUREMENTS AND MATERIALS TO BE VERIFIED)
PROPOSED MONUMENT SIGN
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IC VAL SUBMITTAL ITTAL 12/9/2019
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