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CID D D BJ1 PRUPERT-ES Wf�EAT R_LDUE� I 1 0 WHEAT ROLE 3 Do ST. W''EAT RDr_'E 8"�5 wN7P U n 00 80033 SITE PLAN PROJECT CONTACTS OWNER /DEVELOPER CHRISTIAN BROTHERS AUTOMOTIVE TELE: (281) 675-6241 ATTN: CHANCE HINOJOSA EMAIL: CHANCE.HINOJOSAOCBAC,COM APPLICANT GALLOWAY & CO., INC. 1155 KELLY JOHNSON BLVD., SUITE 305 COLORADO SPRINGS, CO 80920 TELE: (719) 900-7220 ATTN: GRANT DENNIS, P.E. EMAIL: GRAN TDENNISOGALLOWAYUS.COM ENTITLEMENT CONSULTANT GALLOWAY & CO., INC. 1155 KELLY JOHNSON BLVD., SUITE 305 COLORADO SPRINGS, CO 80920 TELE: (719) 900-7220 ATTN: JOHN RADCLIFFE, P.E. EMAIL: JOHNRADCLIFFEOGALLOWAYUS.COM LANDSCAPE ARCHITECT EVERGREEN DESIGN GROUP, INC. P.O. BOX 2193 GARNER, NC 27529 TELE: (800) 680-6630 ATTN: RODNEY MCNABB EMAIL: RODNEYCEVERGREENDESIGNGROUP.COM ENGINEER GALLOWAY & CO., INC. 1155 KELLY JOHNSON BLVD., SUITE 305 COLORADO SPRINGS, CO 80920 TELE: (719) 900-7220 ATTN: GRANT DENNIS, P,E. EMAIL: GRANTDENNIS@GALLOWAYUS.COM ARCHITECT ICON ARCHITECTS, INC 6104 FANNIN DRIVE ARLINGTON, TX 76001 TELE: (979) 255-6927 ATTN: DANA KING EMAIL: DLK-ARCHITECT@OUTL00K.COM PHOTOMETRICS CITY LIGHTING PRODUCTS COMPANY 4307 W. PAPIN STREET ST. LOUIS, MO 63110 TELE: (314) 534-1090 ATTN: MIKE HOHL EMAIL: MHOHL®CITYLIGHTING.COM UTILITY CONTACTS WATER REVIEW CONSOLIDATED MUTUAL WATER 12700 W 27TH AVE LAKEWOOD, CO 80215 TELE: (303) 238-0451 ATTN: KIM MEDINA EMAIL: KMEDINAOCMWC.NET WASTEWATER REVIEW WESTRIDGE SANITATION DISTRICT 3705 KIPLING ST. SUITE 101 WHEAT RIDGE, CO 80033 TELE: (303) 424-9467 ATTN: EMAIL: NATURAL GAS XCEL ENERGY 5460 W 60TH AVE ARVADA, CO 80003 TELE: (800) 895-4999 ATTN: EMAIL: FIRE WEST METRO FIRE PROTECTION DISTRICT 433 S ALLISON PKWY LAKEWOOD, CO 80226 TELE: (303) 989-4307 ATTN: BRUCE KRAL EMAIL: BKRALOWESTMETROFIRE.ORG CITY CERTIFICATION APPROVED THIS I AY OF ✓ Zd 2Q BY THE CITY OF WHEAT RIDGE. A ST C MMUNITY bEVELOF4ENT DI17 D R SITE MAP 1"=60' VICINITY MAP 1 "=1500' N Al N CASE HISTORY WZ-15-12 MS -16-05 WCP-16-02 WSP-20-02 & CUP -20-01 LLA -20-O6 SHEET INDEX SHEET NUMBER SHEET TITLE ;JJ W 44TH AVE 1 COVER SHEET W 43RD AVE 2 z C1.0 " W 41ST AVE SITE 39TH AVE 4 w z 0 C3.0 5 W 38TH AVE Z 6 LANDSCAPE IRRIGATION DETAILS & SPECIFICATIONS LI -2 7 LANDSCAPE IRRIGATION DETAILS LI -3 8 PLANTING PLAN LP -1 9 PLANTING DETAILS & SPECIFICATIONS LP -2 10 c� z J d Y A-4 11 EXTERIOR MATERIAL COLORS A-4.1 12 SITE PHOTOMETRIC PLAN VW 32ND AVE 7,018 SF / 0.16 AC (16.54%) USABLE 4,772 SF / 0.11 AC (75% OF REQ. OPEN SPACE) -7 ---, VICINITY MAP 1 "=1500' N Al N CASE HISTORY WZ-15-12 MS -16-05 WCP-16-02 WSP-20-02 & CUP -20-01 LLA -20-O6 SHEET INDEX SHEET NUMBER SHEET TITLE SHEET DESCRIPTION 1 COVER SHEET CO.0 2 SITE PLAN C1.0 3 WALL GRADING PLAN C2.0 4 FIRE AND LIFE SAFETY PLAN C3.0 5 LANDSCAPE IRRIGATION LI -1 6 LANDSCAPE IRRIGATION DETAILS & SPECIFICATIONS LI -2 7 LANDSCAPE IRRIGATION DETAILS LI -3 8 PLANTING PLAN LP -1 9 PLANTING DETAILS & SPECIFICATIONS LP -2 10 EXTERIOR ELEVATIONS A-4 11 EXTERIOR MATERIAL COLORS A-4.1 12 SITE PHOTOMETRIC PLAN A-4.2 BENCHMARK PUBLISHED BENCHMARK: THE SOUTH 1/16TH CORNER COMMON TO SECTIONS 21 AND 22, T3S, R69W, BEING A 2-1/2" BRASS CAP IN RANGE BOX IN THE CENTER LINE OF KIPLING STREET, DESCRIBED BY CITY OF WHEAT RIDGE AS CONTROL POINT NO. 160006, NAVD88 ELEVATION = 5365.26 SITE BENCHMARK #1 THE WESTERNMOST CORNER OF THAT PARCEL OF LAND DESCRIBED IN RECEPTION NUMBER 80035262 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5379.88 SITE BENCHMARK #2 THE NORTHWEST CORNER OF TRACT "A", EQUINOX SUBDIVISION FILING NO. 1 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5383.74 OTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY THEIR CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, TILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. OTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL AVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR OST. OTE: PER COLORADO SENATE BILL 18-167, ALL UNDERGROUND UTILITIES, INCLUDING STORM EWER, MUST BE INSTALLED WITH A DETECTABLE MATERIAL SO THEY CAN BE TRACED AT GROUNI EVEL. ENSURE ALL PIPES INSTALLED ARE EQUIPPED WITH A MEANS OF BEING DETECTED, AS PEF ITY STANDARD D-37. LEGAL DESCRIPTION LOT 2, EQUINOX SUBDIVISION FILING NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED JULY 7, 2017 AT RECEPTION NUMBER 2017070095, JEFFERSON COUNTY, COLORADO. BASIS OF BEARINGS BASIS OF BEARING: ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST, AND IS CONSIDERED TO BEAR N 00'05'01" W, MONUMENTED AS SHOWN. CAUTION — NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS GENERAL DEVELOPMENT DATA PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SITE ADDRESS 3865 KIPLING ST. WHEAT RIDGE, CO 80033 0 JURISDICTION CITY OF WHEAT RIDGE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE PARCEL NUMBER 39-214-13-008 e EXISTING ZONING MU -C LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER PROPOSED LAND USE REPAIR, RENTAL AND SERVICING OF AUTOMOBILES, NO OUTDOOR STORAGE TOTAL SITE AREA 42,418 SF / 0.9738 AC CONSTRUCTION. FLOOR AREA BY USE 5,680 SF / 0.13 AC (REPAIR) REQUIRED SETBACKS FRONT SETBACK (KIPLING ST.) - 20' BUILD TO LINE. MUST BE WITHIN 20' OF THE RIGHT OF WAY LINE. MIN. SIDE SETBACK - 0' & MIN. REAR SETBACK - 50% OF THE PROPERTIES PRIMARY STREET FRONTAGE 5' CONSTRUCTION TYPE V -B (OCCUPANCY S-1) METHOD, REPORT INFORMATION TO THE ENGINEER PRIOR TO REQUIRED CONSTRUCTION. PROPOSED BUILDING COVERAGE - 0 5,680 SF / 0.13 AC (13.397.) OPEN SPACE / LANDSCAPING 6,363 SF / 0.15 AC (15%) 7,018 SF / 0.16 AC (16.54%) USABLE 4,772 SF / 0.11 AC (75% OF REQ. OPEN SPACE) 5,522 SF / 0.13 AC (86.78%) LANDSCAPING MATERIAL 2,227 SF / 0.05 AC (35% OF REQ. OPEN SPACE) 2,720 SF / 0.06 AC (42.75%) HARDSCAPE - 1,114 SF / 0.03 AC PARKING REQUIRED PROPOSED PARKING PER CODE 1 SPACE / EMPLOYEE + 2 SPACES PER BAY 10 EMPLOYEES + (2 ' 9 BAYS) = 28 SPACES STANDARD 32 SPACES (INCLUDING 2 ADA SPACES) ACCESSIBLE 1-25 STANDARD SPACES = 1 ACCESSIBLE SPACE 26-50 STANDARD SPACES = 2 ACCESSIBLE SPACE 2 SPACES (1 VAN SPACE & 1 REG. ACCESSIBLE SPACE) BICYCLE 4 SPACES 4 SPACES PARKING LOT W SPACE SIZE 8.5' X 18' Cy') 9' X 18' DRIVE AISLE WIDTH 22' 24' BENCHMARK PUBLISHED BENCHMARK: THE SOUTH 1/16TH CORNER COMMON TO SECTIONS 21 AND 22, T3S, R69W, BEING A 2-1/2" BRASS CAP IN RANGE BOX IN THE CENTER LINE OF KIPLING STREET, DESCRIBED BY CITY OF WHEAT RIDGE AS CONTROL POINT NO. 160006, NAVD88 ELEVATION = 5365.26 SITE BENCHMARK #1 THE WESTERNMOST CORNER OF THAT PARCEL OF LAND DESCRIBED IN RECEPTION NUMBER 80035262 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5379.88 SITE BENCHMARK #2 THE NORTHWEST CORNER OF TRACT "A", EQUINOX SUBDIVISION FILING NO. 1 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5383.74 OTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY THEIR CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, TILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. OTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL AVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR OST. OTE: PER COLORADO SENATE BILL 18-167, ALL UNDERGROUND UTILITIES, INCLUDING STORM EWER, MUST BE INSTALLED WITH A DETECTABLE MATERIAL SO THEY CAN BE TRACED AT GROUNI EVEL. ENSURE ALL PIPES INSTALLED ARE EQUIPPED WITH A MEANS OF BEING DETECTED, AS PEF ITY STANDARD D-37. LEGAL DESCRIPTION LOT 2, EQUINOX SUBDIVISION FILING NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED JULY 7, 2017 AT RECEPTION NUMBER 2017070095, JEFFERSON COUNTY, COLORADO. BASIS OF BEARINGS BASIS OF BEARING: ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST, AND IS CONSIDERED TO BEAR N 00'05'01" W, MONUMENTED AS SHOWN. CAUTION — NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS Issue / Description CITY REVIEW COMMENTS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD 2 06/24/20 SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE 0 L.L CITY REVIEW COMMENTS CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE 0 EASEMENT RESUB. e CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. Know below. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO what's CONSTRUCTION. CBII before you ft 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD, REPORT INFORMATION TO THE ENGINEER PRIOR TO I- CONSTRUCTION. as Galloway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GallowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCES WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. # Date 1 04/22/20 Issue / Description CITY REVIEW COMMENTS Init. JDP 2 06/24/20 CITY REVIEW COMMENTS JDP L.L CITY REVIEW COMMENTS JDP 4 12/07/20 EASEMENT RESUB. 0 U W I- 0 G 0 Q N) Qf m W Cy') = (D 00 0 O W U co v) W zQ� z0 1 F--- C)Ln = CD LU = Cf)�_ U3: °O3: # Date 1 04/22/20 Issue / Description CITY REVIEW COMMENTS Init. JDP 2 06/24/20 CITY REVIEW COMMENTS JDP 3 09/28/20 CITY REVIEW COMMENTS JDP 4 12/07/20 EASEMENT RESUB. JDP Project No: Drawn By: Checked By: Date COVER SHEET __C0'0 Sheet 1 of 12 CBS 2.20 JDP CD 12.7.2020 COH PROPERT ES LLC SITE PLAN REC. 80035262 OWNER: ICITY OF WHEAT RIDGE I/ g FLOOD ZONE 'AE' / PROP. ARE HYDRANT FLOODWAY I I I ' M TCH TO EXIST. \ ` EXIST. TRAFFIC SIGNA-_ PROP. 5' CONIC. S/W I -� / I / 5' LANDSCAPE BUFFER / I i \ 20' BUILD TO UNE I _ E . 2017070099 / OWNER: / I PROP. 18 STAIRS WITH I CITY OF WHEAT RIDGE I PROP. 48 LF OF 2.5' 6.5' RETAINING WALL PROP. 5' CONIC. S / 3 i DECORATIVE SEGMENTAL WALL STAIRWELL &HANDRAIL /W I PROP. CONC. PAD & TRASH 1 5 I ENCLOSURE. SEE ARCH PLANS WALL TYPE AND FINISH / PROP. STORM CURB INLET EXIST. BUS STOP BENCH IF PROP. �ATCH CURB PROP. CONC. TRASH I / 5' BUILDING SETBACK & I ENCLOSURE PAVING EXIST. BUS PAD (SEE NOTE 115) / LANDSCAPE BUFFER PR .CATCH CURB N I >. 10218' REC. 80035262 I - - - ° - - - - - I 17.24 LKST. BUS STOP SIGN OWNER: i PR4. SPILL CURB I 34 I CITY OF EAT RIDGE PROP. 150 LF OF 4.3' I 3 I I I \ DECORATIVE SEGMENTAL WALL � 29.06' / I I PROP. LANDSCAPE ISLAND j I 11 a I BUS STOP EAS£ME7✓T / I R3' j I R3'�a T' REC 2019042960 j I I 18' I I `1 15' 5' • � / O � 3 I I ac co I _, t I I I I I I II PROP. 26 EMERGENCY I i PROP. 24' EMERGENCY t EXISTING / ACCESS EASEMENT I I ACCESS EASEMENT N I / I I Q I I PROP. 160 LF OF 3' MAX 15' PERMANENT PROPERTY LINE � I I I I >- I STORMWATER / I PROP. 30' U11UlY I I 1 t z m I I DECORATIVE SEGMENTAL WALL DRAINAGE EASEMENT I I1117 Ti s REC. 2017083888 EASEMENT I I i, � v o (� co I I I= FS Lj C�l 00 O� I W> � co L_ t - -� � I � � L.L. OHO II o PROP. ASPH c I � m LO (/) � I ALT PAVING i w I W Z u'� I' ¢ co II I i 3 I I t C, N� W Z 1 I 1 a CD II J o � � / 18' 26' I I 18' 18' I 14.79' 20' C> L- R3' I ! I RIGHT OF WAY LINE BEGIN PROP. LOT LINE / PROP. 4' WHITE STRIPE TYP. PROP. 750 GAL. �RAFFIC RATED 4 j . i I I ROADWAY CENTERLINE / 5 LANDSCAPE BUFFER I i i 1 SAND/OIL INTERCEPTOR t PROP. CONC. WHEELST� (TYPIBLE I PROP. LOT LINE I i I % I J PROP.' ACCESSIt I / I I / PARKINGI SIGN (T ® I I PRO . ACCESSIBLE SIYMBOL PRO . CDOT END SECTION i o ! i R3'PROP. STORM MANHOLE PROP. FLUSH CONIC. WALK PROP. 15" RCP PROP. VAN CEA CEA-�G SSII / �.. 10' DRAINAGE EASEMENT � / i PRRKINGI SIGN (TYP.) � � a -/-PROP. MAIN BLDG, ENTRY I PROP. 5' CONIC. S/W ®� PROP. PEDESTRIAN RAMP I WITH (2) STEPS AND PROP. BIKE RACK R3' I o 6' LANDING 5' LANDSCAPE BUFFER I i 24' 4.5 (4 SPACES) PROP. CDOT END SECTION / i PROP. LANDSCAPE ISLAND I PROP. CONC. U " / ( I •1 (n I TRANSFORMER Irk PROP. 7' MAX HT, 150 SF PROP. LOT LINE o _ / I 3, - - - -` - - - _ _ _ _ _ PAD WITH CONC. MONUMENT SIGN. 5' SETBACK PROP. C TCH CURB 10Q--� J PROP. SPILL CURB 6 i BOLLARDS i I PROP. BACK FLOW 1891' PREVENTER EXIST. POND I I 3 PROP. IRRIG. BACK FLOW pR� i PROP. SPILL CURB . . - - - - - I� PREVENTER 0 DRAINAGE E�S€khENT JS. I SIGN "CROSS ONLY cUE UE AT CROSS WALK" All TRACT A / - - PROP. PROP. PRIMARY I 3 �, I 24' WHITE ELEC. CONDUIT PROP. WATER METER 0.2768 AC. PROP. STORM CURB INLET I _ _ _ _ _ _ - _ -PROP. CATCH CURB_ _ _ _ - - - - STOP BAR it / (12,059�SQ. FT.) SS SS I II PROP. 3/4' I - PROP. FIRE HYDRANT PROP. 4" PVC SAN ii PVC CONDUIT PROP. LOT LINE PROP. 30' R1-1 II - I I - - - - 'STOP SIGN* - - I� ��s= - - - - - - - - _,_ - _ MATCH TO EXIST. END PROP. LOT LINE - - - - - - - Lr--- ---------' �' •' ��•IT� a�f X![�"� � if I ■ i`■_E�::1l�_i:J[:i �.itf i�C7 J� ' I� I _ _ �� :� ,� � � », , �, _k .:� i i i`� i>1 i`1%i 1� / '! - 5' LANDSCAPE BUFFER PROP. 4' CRSS PAN W W W W A� ? PROP. 6' INTEGRAL S/W g I I 28.22' PRIVATE DRIVES PROPERTY LINE .30' ACCESS & UTILITY EASEMENT M REC. 2017070095 RECIPROCAL EASEMENT AREA REC 2017070098- 0 10_ EXIST. BLOCK .., RETAINING j WALL ........... PARCEL LINE SEGMENT TABLE LINE TAG BEARING LENGTH (f f) Lt N8912'37"E 37.20 L2 NO'04'55"W 273.67 L3 N36'01'12"W 4.00 L4 S44'40'42"W 31.76 1_5 N4519'18"W 55.10 L6 S47'55'05"W 23.93 L7 S28'55'05"W 34.00 L8 SO'24'55"E 61.00 L9 S51 '35'05'W 35.00 L10 817'05'05"W 48.42 1_11 N89'54'59"E 41.44 L12 SO'05'01 "E 67.38 L13 S89'54'59"W 4.83 L14 SO 05'01"E 32.58 L15 N8912'37"E 120.98 L16 SO4723"E 15.00 SITE LEGEND - EXISTING PROPERTY LINE ADJACENT PROPERTY LINE Gaimmiloway NEXISTING EASEMENT 1155 Kelly Johnson Blvd., Suite 305 0 10 20 PROPOSED BUILDING OUTLINE Colorado Springs, CO 80920 BUILDING SETBACK 719.900.7220 SCALE: 1"=20' GallowayUS.com LANDSCAPE BUFFER EXISTING POND - FLOOD ZONE LINE FLOOD ZONE "AE" CFLOOD ZONE "X" EXISTING CONCRETE PAVING PROPOSED CONCRETE PAVING - PROPOSED 6" CONCRETE PAVING J W / #4 REBAR AT 24"OCEW PROPOSED 8" CONCRETE PAVING PROPOSED ASPHALT PAVING ----------------- r----------------- ----; PROPOSED BUILDING HATCH COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE PROPOSED DOOR AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED ® PROPOSED WHEELSTOP WITHOUT THE WRITTEN CONSENT OF GALLOWAY. -� PROPOSED SIGN COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. PROPOSED ADA PARKING SYMBOL 0 PROPOSED MONUMENT SIGN PROPOSED CURB AND GUTTER - _ PROPOSED WALL 4 PROPOSED FIRE HYDRANT FK71OO PROPOSED STORM STRUCTURES PROPOSED WATER STRUCTURES m�m PROPOSED SANITARY STRUCTURE ❑ PROPOSED TRANSFORMER PAD • EXISTING SANITARY MANHOLE EXISTING ELECTRIC STRUCTURE EXISTING TRAFFIC SIGNAL EXISTING STORM STRUCTURES Issue / Description CITY REVIEW COMMENTS PARCEL CURVE SEGMENT TABLE 2 06/24/20 EXISTING SIGN DELTA LENGTH (FT) RADIUS (FT) EXISTING WALL CHORD LENGTH (F T) C1 117'05'08" EXISTING RIP RAP 18.00 S58'37'29"E 30.71 SITE NOTES EXISTING BENCH 9'05'06' 17.92 113.00 N5817'24'E 17.90 C3 9'04'38' 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS, 117.00 N4913'01"E 18.52 2, SITE BOUNDARY, TOPOGRAPHY, UTILITY ROAD INFORMATION TAKEN FROM A SURVEY BY GALLOWAY GROUP. 3. NO WETLANDS ARE PRESENT ON THIS SITE. Q 4. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE ACCESS DRIVE TO ALLOW FOR A CLEAN, STRAIGHT JOINT U BETWEEN OLD AND NEW SURFACES FOR THE INSTALLATION OF PROPOSED CURB AND GUTTERS. 5. ELEVATION OF NEW PAVEMENT AND CURB/GUTTER TO MATCH ELEVATION OF PAVEMENT AND CURB/GUTTER TO REMAIN. IT w SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE POSITIVE DRAINAGE IN ALL AREAS. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING DAMAGE TO ANY EXISTING ITEMS THAT WILL REMAIN IN PLACE AFTER CONSTRUCTION AND DEMOLI1ION ARE COMPLETE. THOSE ITEMS INCLUDE, BUT ARE NOT LIMITED TO, DRAINAGE SYSTEMS, UTILITIES, CURBING, PAVEMENT, ETC. REPAIRS SHALL BE EQUAL TO, OR BETTER THAN EXISTING CONDITIONS. 7. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. C C 8. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 0 9. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. H 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC, AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE Q APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. ALL "STOP SIGNS" WILL BE INSTALLED BY THE OWNER U) AT THE LOCATIONS SHOWN ON THE SITE PLAN TO MEET MUTCD STANDARDS. 11. ALL SITE LIGHTING OR EXTERIOR LIGHTING FIXTURES SHALL BE FULL CUT-OFF OR SHIELD TO PREVENT LIGHT SPILLAGE w ONTO ADJACENT PROPERTIES AND ROADWAYS. 12. ALL RETAINING WALLS 48" OR HIGHER, MEASURED FROM TOP OF WALL TO BOTTOM OF FOOTER, OR WHERE THERE IS 36" OF UNBALANCED FILL, SHALL BE ENGINEERED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF COLORADO. 13. ANY RETAINING WALL MAY REQUIRE A SEPARATE BUILDING PERMIT. CHECK WITH THE CITY OF WHEAT RIDGE BUILDING O DIVISION (303.235.2876) PRIOR TO COMMENCEMENT OF CONSTRUCTION. 14. SUBSEQUENT TO CONSTRUCTION, ALL ENGINEERED RETAINING WALLS SHALL BE CERTIFIED BY THE DESIGNING ENGINEERED 0 w FOR COMPLIANCE WITH THE APPROVED DESIGN. m �n V 15. CONTRACTOR SHALL TAKE SPECIAL CARE WHEN CONSTRUCTING RETAINING WALL NEAR THE CONCRETE BUS PAD. CONTRACTOR SHALL 0 REPAIR, AT THE CONTRACTORS EXPENSE, ANY DAMAGE TO THE PAD TO THE SATISFAC11ON FO THE z Z CITY INSPECTOR. 16. PROPOSED EASEMENTS ARE DEDICATED BY PLAT. Q Q ADA DESIGN PROFESSIONAL STANDARDS (j ~Q THE PARTIES RESPONSIBLE FOR THIS PLAN HAVE FAMILIARIZED THEMSELVES WITH ALL CURRENT ACCESSIBILITY CRITERIA W W AND SPECIFICATIONS AND THE PROPOSED PLAN REFLECTS ALL SITE ELEMENTS REQUIRED BY THE APPLICABLE ADA DESIGN STANDARDS AND GUIDELINES AS PUBLISHED BY THE UNITED STATES F_ 0 DEPARTMENT OF JUSTICE. APPROVAL OF THIS PLAN BY THE CITY OF WHEAT RIDGE DOES NOT ASSURE COMPLIANCE WITH THE ADA OR ANY OTHER FEDERAL OR STATE Cn L1_ U ACCESSIBILITY LAWS OR ANY REGULATIONS OR GUIDELINES ENACTED OR PROMULGATED UNDER OR WITH RESPECT TO SUCH LAWS. SOLE RESPONSIBILITY FOR COMPLIANCE WITH FEDERAL AND STATE ACCESSIBILITY LAWS LIES WITH THE PROPERTY OWNER. BASIS OF BEARINGS - BASIS OF BEARING: ALL BEARINGS ARE GRID BEARINGS OF THE COLORADO STATE PLANE COORDINATE SYSTEM, CENTRAL ZONE, NORTH AMERICAN DATUM 1983. BEARINGS ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 SOUTH, RANGE 69 WEST, AND IS CONSIDERED TO BEAR N 00'05'01' W, MONUMENTED AS SHOWN. BENCHMARK PUBLISHED BENCHMARK: THE SOUTH 1/16TH CORNER COMMON TO SECTIONS 21 AND 22, T3S, R69W, BEING A 2-1/2' BRASS CAP IN RANGE BOX IN THE CENTER LINE OF KIPLING STREET, DESCRIBED BY CITY OF WHEAT RIDGE AS CONTROL POINT NO. 160006. NAVD88 ELEVATION = 5365.26 SITE BENCHMARK #1 THE WESTERNMOST CORNER OF THAT PARCEL OF LAND DESCRIBED IN RECEPTION NUMBER 80035262 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2' ALUMINUM CAP STAMPED "PLS 26606". ELEVATION: 5379.88 SITE BENCHMARK #2 THE NORTHWEST CORNER OF TRACT 'A", EQUINOX SUBDIVISION FILING NO. 1 (SHOWN HEREON), BEING A #5 REBAR WITH 1-1/2" ALUMINUM CAP STAMPED "PLS 26606 ELEVATION: 5383.74 SURVEYOR TO OBTAIN AUTOCAD FILE FROM ENGINEER AND VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD 0 LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER 0 SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. • REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Know whata beIow. IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE C811 bef0fe you cl HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD, REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. Cy') Cn O 00 0 F-- Cn Ld 0 0 zo Q LCA LLI C-0 = 00 # Date 1 04/22/20 Issue / Description CITY REVIEW COMMENTS PARCEL CURVE SEGMENT TABLE 2 06/24/20 CURVE TAG # DELTA LENGTH (FT) RADIUS (FT) CHORD BEARING CHORD LENGTH (F T) C1 117'05'08" 36.78 18.00 S58'37'29"E 30.71 C2 9'05'06' 17.92 113.00 N5817'24'E 17.90 C3 9'04'38' 18.54 117.00 N4913'01"E 18.52 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Know whata beIow. IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE C811 bef0fe you cl HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD, REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. Cy') Cn O 00 0 F-- Cn Ld 0 0 zo Q LCA LLI C-0 = 00 # Date 1 04/22/20 Issue / Description CITY REVIEW COMMENTS Init. JDP 2 06/24/20 CITY REVIEW COMMENTS JDP 3 09/28/20 CITY REVIEW COMMENTS JDP 4 12/07/20 EASEMENT RESUB. JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 12.7.2020 SITE PLAN _C10 ■ Sheet 2 of 12 �..... �.........................................m.................m% --- - 5381.33 MEG 0 5 10 1 -- --- ---- �} M 5J6� PROPERTY UNE 1 N SCALE:1"=10' 5386.61 TW 5386.82 TW 5386.20 TW 5385.57 TW , 1 04/22/20 5385.57 BW 5385.26 BW 5384.00 BW 5378.38 TW , L.L. 5379.97 MEG PROP. 5' CONC. S/W 5376.80 BW X5379.51 CITY REVIEW COMMENTS 0 5378.47 TW 5379.49 BW LANDSCAPE BUFFER - \\ ' FLOOD ZONE LINE 5379 J� 5379.39 TW 5380 0 5 10 5379.21 MEG 5376.76 BW EXISTING CONCRETE PAVING 5386.45 TW \ FLOOD ZONE UNE 5380.28 MEG 5j,YO- 5381 PROP. PROPERTY UNE 5381.14 TW 0 5381.53 TW _ - J361 -_J SCALE: 1"=10' 5382.89 BW 9 15376.90 BW' 5376.92 BW 5382 \ 5380.48 MEGPROP. 5380.14 MEG % DECORATIVE RETAINING i WALL, 6.44' MAX HEIGHT PROPOSED BUILDING HATCH _________ 5383.60 TW - 5383 � PROPOSED DOOR ® 5383.55 TW y 5382.51 MEG PROP. DECORATIVE SEGMENTAL 5381.35 MEG 5380.78 MEG PROPERTY LINE ��. 5377.16 BW 1 PROPOSED ADA PARKING SYMBOL 5383 5377.53 BW \ PROPOSED CURB AND GUTTER 5387.14 TW 5386.95 TW 5386.80 TW I 5386.58 TW - .;N; --- 5385.97 TW 5380.54 MEG 5383.23 TW - - - PROPOSED WALL ( PROP. DE ORATIVE RETAININ o PROPOSED STORM STRUCTURES U-}® WALL, 6.02' MAX HEIGHT N 1 N - --- -_ 5380.52 BW - 5384 L_= 5385.68 TW 5385 EXISTING SANITARY MANHOLE 5380.78 MEG 5385.68 TW 5382.65 BW -------- - 5385 5382.81 BW \s - EXISTING SIGN EXISTING WALL EXISTING RIP RAP r- 5387.46 5387.55 TW - _ EXISTING CONTOURS 5387.46 W l 5387.55 BW 5380 5387.23 TW BW 5387.64 TW 5388.03 TW 5385.06 BW , � f' EXISTING WATERLINE 5386.87 5387.74 BW R EXISTING GAS MAIN 53� EXISTING FIBER OPTIC LINE o EXISTING UNDERGROUND ELECTRIC LINE .,m EXISTING STORM LINE c _ SS PROPOSED SANITARY LINE z G PROP. CATCH CURB i DETAILED WALL GRADING 'A' PROP°"�: s�W � � PROPOSED WATERLINE -UE -UE PROPOSED UNDERGROUND ELECTRIC LINE / o - - - PROPOSED RIDGE LINE PROP. DECORATIVE SEGMENTAL SCALE: 1' = 10'\ 5387.96 PROPOSED SPOT ELEVAION WALL, 2.58' MAX HEIGHT t m .................... � . P�0 t DUMPS i .0 .... 1 .. ... mill FFE �..... �.........................................m.................m% --- - 5381.33 MEG 0 5 10 1 -- --- ---- �} M 5J6� PROPERTY UNE 1 N SCALE:1"=10' PROP. 15' STORM PIPE SCALE: 1' = 10' .............. I......... IN .. m IN IN .... IN ..... I.... IN ..... I. IN 0 IN 0 . m IN '.. fa m . 0 IN . IN or ..................................INmm................INMIN .... mmmomfam7- - .m.�fa�fa�. ......� 4 ---------._-.;--_.-..--- -------------------------- -- -- ------ - - - - - - - - ----------------- --- _� j �� 0 5 10 1 _. � 5388.00 �'S - 5388.00 - 5387.88 �O ----------------------------------- ------ ---------------------ROP. DECORATIVE SEGMENTAL -------J 5388.00 c� 5388.00 0 5387.87 TW N 5387.16 TW 5383.00 TW ' 5380.96 TW h lam; PROP. FACE OF BLDG. M WALL 3' MAX HEIGHT / SCALE: 1°=10' 0 5385.07 BW N 5384.16 B 5381.31 BW 5379.93 BW �- 53� ae iQf7 .5386.93 TW -- 5387.87 TW ;te 5383.53 TW r N ^� ,, 5384.87 BW 5380.58 BW 5383.93 BW �; y�� 5386.92 BW N '' "' 5385.55 BW �i h j i % 5380.82 MEG EXIST. EASEMENT 5383.20 TW 5380.25 TW 5385.86 TW a. 5384.37 TW ! 0 0 5378.72 TW - 5385.74 TW �� 5385.40 TW rn 5384.88 TW h� o, 33r' 5385.85 BW 5 �' I 5381.37 BW 5 80 5380.20 BW _ 5379.22 BW �1 5376.70 BW -- 5 5384.38 BW l 5383.17 BW i� 5382.22 BW 5380.17 MEG `� - N 1� PROP. DECORATIVE SEGMENTAL = i - - WALL, 3' MAX HEIGHT - 5380.81 MEG 5380.17 MEG 5383.07 MEG 5382.08 MEG 5380.99 MEGL 5379.10 MEG EXIST. EASEMENT 5377.99 MEG 5377.43 MEG 5384.93 MEG 5384.04 MEG EXIST. R.O.W. LINE EXIST. BUS STOP BENCH ,c EXIST. CONC. SSW EXIST. CURB DETAILED WALL GRADING 'C' ' KIPLING ST. EXIST. EOAKIPLING ST. SCALE: 1' = 10' ............................................................... IN IN IN ... IN . IN . IN ... IN IN . IN IN ......... NIP l�M-1 5386.61 TW 5386.82 TW 5386.20 TW 5385.57 TW , 1 04/22/20 5385.57 BW 5385.26 BW 5384.00 BW 5382.71 BW L.L. 5385 JDP PROPOSED BUILDING OUTLINE CITY REVIEW COMMENTS 0 BUILDING SETBACK - LANDSCAPE BUFFER - EXISTING POND - FLOOD ZONE LINE 5382.18 MEG FLOOD ZONE "AE" FLOOD ZONE 'X" EXISTING CONCRETE PAVING 5386.45 TW \ FLOOD ZONE UNE PROPOSED 6" CONCRETE PAVING W / #4 REBAR AT 24"OCEW 5382.89 BW 0C PROPOSED 8" CONCRETE PAVING , ---------^ L- PROPOSED BUILDING HATCH _________ 5382.08 MEG , PROPOSED DOOR ® PROPOSED WHEELSTOP -� 5382.51 MEG PROP. DECORATIVE SEGMENTAL 5381.35 MEG 5380.78 MEG PROPERTY LINE PROPOSED ADA PARKING SYMBOL WALL, 4.27' MAX HEIGHT 5380.66 MEG PROPOSED MONUMENT SIGN \ PROPOSED CURB AND GUTTER 5387.14 TW 5386.95 TW 5386.80 TW I 5386.58 TW - .;N; --- 5385.97 TW 5380.54 MEG 5383.23 TW - - - PROPOSED WALL ( PROP. EASEMENT LINE�'' 5383.11 BW 5383 �� 5384.00 BW 5382.77 BW I 5382.07 BW 5381.75 BW 5380.52 TW 5381.12 BW PROPOSED STORM STRUCTURES U-}® PROPOSED WATER STRUCTURES mF=7m 1 N - --- -_ 5380.52 BW •❑ L_= EXISTING SANITARY MANHOLE IF ----- -------- -a====-_______ __------ ------------------------------------------------ ----- - --24.9571-- - ---- , PROP. 15' STORM PIPE SCALE: 1' = 10' .............. I......... IN .. m IN IN .... IN ..... I.... IN ..... I. IN 0 IN 0 . m IN '.. fa m . 0 IN . IN or ..................................INmm................INMIN .... mmmomfam7- - .m.�fa�fa�. ......� 4 ---------._-.;--_.-..--- -------------------------- -- -- ------ - - - - - - - - ----------------- --- _� j �� 0 5 10 1 _. � 5388.00 �'S - 5388.00 - 5387.88 �O ----------------------------------- ------ ---------------------ROP. DECORATIVE SEGMENTAL -------J 5388.00 c� 5388.00 0 5387.87 TW N 5387.16 TW 5383.00 TW ' 5380.96 TW h lam; PROP. FACE OF BLDG. M WALL 3' MAX HEIGHT / SCALE: 1°=10' 0 5385.07 BW N 5384.16 B 5381.31 BW 5379.93 BW �- 53� ae iQf7 .5386.93 TW -- 5387.87 TW ;te 5383.53 TW r N ^� ,, 5384.87 BW 5380.58 BW 5383.93 BW �; y�� 5386.92 BW N '' "' 5385.55 BW �i h j i % 5380.82 MEG EXIST. EASEMENT 5383.20 TW 5380.25 TW 5385.86 TW a. 5384.37 TW ! 0 0 5378.72 TW - 5385.74 TW �� 5385.40 TW rn 5384.88 TW h� o, 33r' 5385.85 BW 5 �' I 5381.37 BW 5 80 5380.20 BW _ 5379.22 BW �1 5376.70 BW -- 5 5384.38 BW l 5383.17 BW i� 5382.22 BW 5380.17 MEG `� - N 1� PROP. DECORATIVE SEGMENTAL = i - - WALL, 3' MAX HEIGHT - 5380.81 MEG 5380.17 MEG 5383.07 MEG 5382.08 MEG 5380.99 MEGL 5379.10 MEG EXIST. EASEMENT 5377.99 MEG 5377.43 MEG 5384.93 MEG 5384.04 MEG EXIST. R.O.W. LINE EXIST. BUS STOP BENCH ,c EXIST. CONC. SSW EXIST. CURB DETAILED WALL GRADING 'C' ' KIPLING ST. EXIST. EOAKIPLING ST. SCALE: 1' = 10' ............................................................... IN IN IN ... IN . IN . IN ... IN IN . IN IN ......... NIP l�M-1 CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER 0 SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. Know where below. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Call before you dp. IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POT11OUNG OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. Gannoway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GailowayUS.com COPYRIGHT ARE AN RIGHT THESE PLAINSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. u EXISTING PROPERTY LINE Init. 1 04/22/20 ADJACENT PROPERTY LINE JDP L.L. EXISTING EASEMENT JDP PROPOSED BUILDING OUTLINE CITY REVIEW COMMENTS 0 BUILDING SETBACK - LANDSCAPE BUFFER - EXISTING POND - FLOOD ZONE LINE FLOOD ZONE "AE" FLOOD ZONE 'X" EXISTING CONCRETE PAVING PROPOSED CONCRETE PAVING PROPOSED 6" CONCRETE PAVING W / #4 REBAR AT 24"OCEW 0C PROPOSED 8" CONCRETE PAVING PROPOSED ASPHALT PAVING ---------^ L- PROPOSED BUILDING HATCH _________ 7 PROPOSED DOOR ® PROPOSED WHEELSTOP -� PROPOSED SIGN PROPOSED ADA PARKING SYMBOL PROPOSED MONUMENT SIGN PROPOSED CURB AND GUTTER - - - PROPOSED WALL ( PROPOSED FIRE HYDRANT FKT] O MD PROPOSED STORM STRUCTURES U-}® PROPOSED WATER STRUCTURES mF=7m PROPOSED SANITARY STRUCTURE •❑ PROPOSED TRANSFORMER PAD EXISTING SANITARY MANHOLE EXISTING ELECTRIC STRUCTURE EXISTING TRAFFIC SIGNAL M EXISTING STORM STRUCTURES = EXISTING SIGN EXISTING WALL EXISTING RIP RAP EXISTING BENCH _ EXISTING CONTOURS PROPOSED MAJOR CONTOUR 5380 - - PROPOSED MINOR CONTOUR LU EXISTING WATERLINE O EXISTING SANITARY LINE m EXISTING GAS MAIN U) EXISTING FIBER OPTIC LINE Z EXISTING UNDERGROUND ELECTRIC LINE .,m EXISTING STORM LINE PROPOSED STORM LINE SS PROPOSED SANITARY LINE z G PROPOSED GAS MAIN W PROPOSED WATERLINE -UE -UE PROPOSED UNDERGROUND ELECTRIC LINE - - - - - - - - - - - PROPOSED RIDGE LINE 10.19% PROPOSED SLOPE ARROW 5387.96 PROPOSED SPOT ELEVAION MEG MATCHED EXISTING GRADE FFE FINISHED FLOOR ELEVATION TTN TOP OF WALL BW BOTTOM OF WALL CAUTION - NOTICE TO CONTRACTOR 1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE FIELD LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER 0 SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEEER PRIOR TO CONSTRUCTION. Know where below. 2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT Call before you dp. IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POT11OUNG OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. Gannoway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GailowayUS.com COPYRIGHT ARE AN RIGHT THESE PLAINSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. u # Date Issue / Description Init. 1 04/22/20 CITY REVIEW COMMENTS JDP L.L. CITY REVIEW COMMENTS JDP 3 09/28/20 CITY REVIEW COMMENTS 0 4 12/07/20 EASEMENT RESUB. JDP U UJ 0C G 0 Q N� L.1. LTJ M = O 00 O Qf LU � - O m U) LU Z Q z M YQ LLJ I-0== LU C-0 UJI -r tnLr) �US 00 # Date Issue / Description Init. 1 04/22/20 CITY REVIEW COMMENTS JDP 2 06/24/20 CITY REVIEW COMMENTS JDP 3 09/28/20 CITY REVIEW COMMENTS JDP 4 12/07/20 EASEMENT RESUB. JDP Project No Drawn By Checked By: Date: WALL GRADING PLAN C2.0 Sheet 3 of 12 Gammoway 1155 Kelly Johnson Blvd., Suite 305 Colorado Springs, CO 80920 719.900.7220 GaliowayUS.com COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. �' v # Date 1 04122/20 o— Init. JDP 2 06124120 CITY REVIEW COMMENTS JDP 3 09128120 CITY REVIEW COMMENTS JDP 4 12107120 EASEMENT RESUB. O U w H O 75 O ZD Q Cn M W ce) = o o ao O O Of W U m CD cn w Z Q Z 0 ry J a OL C!)LULU Q I— < = cflw 00 # Date 1 04122/20 Issue I Description CITY REVIEW COMMENTS Init. JDP 2 06124120 CITY REVIEW COMMENTS JDP 3 09128120 CITY REVIEW COMMENTS JDP 4 12107120 EASEMENT RESUB. JDP Project No: CBS 2.20 Drawn By: JDP Checked By: CD Date: 12.10.2020 FIRE AND LIFE SAFETY PLAN C3.0 Sheet 4 of 12 a J 6 SLEEVING /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. IRRIGATION DISCLAIMER 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 L14. INSTALL AIR RELIEF VALVES ON DRIP SYSTEMS AT THE LCOATIONS SHOWN ON THE PLANS, AS AS PER DETAILS. IRRIGATION LEGEND CRITICAL ANALYSIS RAINBIRD Generated: 2020 -OG -22 P.O.C. NUMBER: 01 ® Water Source Information: Ref. Civil FLOW AVAILABLE DETAIL B/LI2 Water Meter Size: 3/4" Flow Available: 22.5 gpm PRESSURE AVAILABLE N Static Pressure at POC (per T -FP -600A Consolidated Mutual Water Co.): 105.00 psi Elevation Change: +9' Service Line Size: NA Length of Service Line: NA Pressure Available: 101 . 10 psi DESIGN ANALYSIS 1806 -SAM -PRS Maximum Station Flow: 21.80 gpm Flow Available at POC: 22.50 gpm Residual Flow Available: 0.70 gpm Critical Station: 3 RAINBIRD Head Pressure Required: 30.00 psi Friction L055 (Laterals): 1 .34 psi Fittings Loss (Laterals): 0. 13 psi L055 through Valve: 3.39 psi Pressure Rect. at Critical Station: 34.86 psi L055 for Fittings (Main Line): 0.40 psi L055 for Main Line: 4.00 psi Loss for Master Valve: 2.10 psi L055 for Backflow: 1 1 .00 psi L055 for Water Meter: 7.90 psi Critical Station Pressure at POC: Gl psi Pressure Available: 1 01.1 0 psi Residual Pressure Available: 40.84 psi VALVE KEY -- CONTROLLER STATION NUMBER GALLONS PER MINUTE VALVE SIZE SYMBOL MANUF. MODEL NO. DESCRIPTION REMARKS/DETAIL CONTROLLERS AND SENSORS POINT OF CONNECTION M RAINBIRD ESP4ME3 4 -STATION CONTROLLER, INTERIOR/EXTERIOR WALL MOUNT, WITH TWO ESPSM6 MODULES DETAIL A/1_12© ® RAINBIRD WR2-RFC RAIN/FREEZE SENSOR - MOUNT SENSOR ON EAVE OR PARAPET PER MANUFACTURER DETAIL B/LI2 POINT OF CONNECTION M RAINBIRD _ _ _ 3/4" WATER METER (BY OTHERS, DESIGNATED FOR IRRIGATION) _ _ _ ANY APPROVED RAINBIRD PEB SERIES BACKFLOW PREVENTER WITH LF650A Y -STRAINER. MOUNT IN STRONGBOX INSULATED DETAIL E/LI2 Qc FEBCO MODEL 825YA - 1" ENCLOSURE, MODEL SBBC-22CR. DETAIL C/1_12 VALVES ® RAINBIRD XCZ-100-PRB-COM DRIP CONTROL ZONE KIT (FLOWS UP TO 20 GPM) DETAIL D/LI2 ANY APPROVED RAINBIRD PEB SERIES REMOTE CONTROL VALVE, SIZE PER PLAN DETAIL E/LI2 Qc RAINBIRD 33DLRC QUICK COUPLER, 3/4" DETAIL F/1_I2 N NIBCO T -FP -600A BALL VALVE, BRASS, FULL -PORT, LINE SIZE DETAIL G/LI3 1806 -SAM -PRS RAINBIRD 100-EFB-CP MASTER VALVE, 1" DETAIL X/1_I2 MAIN LINE/ LATERALS & SLEEVES DRIP IRRIGATION - - ANY APPROVED PRESSURIZED PVC MAIN LINE, SCH. 40,1-1/2" DETAIL H/LI3 0.6 GPH ANY APPROVED NON -PRESSURIZED LATERAL LINE, CL. 200 PVC, SIZE AS NOTED ON PLAN DETAIL H/LI3 ANY APPROVED ice'- ANY APPROVED IRRIGATION SLEEVE, SCH. 40 PVC, MIN. TWICE SIZE OF PIPE TO BE INSERTED, ONE SLEEVE PER PIPE DETAIL H/1_13 WS ANY APPROVED CONTROL WIRING SLEEVE, SCH. 40 PVC, 2" DETAIL H/L13 DRIP IRRIGATION - - RAINBIRD XFS-06-18 LANDSCAPE DRIP LINE - SPACE LINES AT 18" O.C. 0.6 GPH 20 DETAILS I, J/1_I3 0 ANY APPROVED - - - FLUSH VALVE - BALL VALVE IN VALVE BOX WITH T LENGTH OF TUBING DETAIL K/LI3 SPRAY HEADS NOZZLE RADIUS G.P.M. P.S.I. 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. RAINBIRD 1806 -SAM -PRS POP UP SPRAY 8Q 8' 0.26 30 DETAIL UL13 t� RAINBIRD 1806 -SAM -PRS POP UP SPRAY 8H 8' 0.52 30 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 8F 8' 1.05 30 DETAIL U1_I3 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 10Q 10' 0.39 30 DETAIL UL13 8 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 10H 10' 0.79 30 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 1OF 10' 1.58 30 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 12Q 12' 0.65 30 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 12H 12' 1.30 30 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 12F 12' 2.60 30 DETAIL UL13 E) RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15Q 15' 0.92 30 DETAIL UL13 E) RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15H 15' 1.85 30 DETAIL UL13 0 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15F 15' 3.70 30 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP SPRAY 15EST 4'X 15' 0.61 30 DETAIL UL13 ROTORY HEADS C/) < Y< F_0== RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN14 (Q) 16' 0.32 45 DETAIL UL13 # Date RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN14 (H) 16' 0.63 45 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN14 (F) 16' 1.27 45 DETAIL UL13 0 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN18 (Q) 16' 0.50 45 DETAIL UL13 4) RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN18 (H) 16' 1.01 45 DETAIL UL13 O RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN18 (F) 16' 1.85 45 DETAIL UL13 1� RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN24 (Q) 20' 0.84 45 DETAIL UL13 RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN24 (H) 20' 1.68 45 DETAIL UL13 ® RAINBIRD 1806 -SAM -PRS POP UP ROTARY SPRAY R-VAN24 (F) 20' 3.48 45 DETAIL UL13 BUBBLERS O RAINBIRD - - - BUBBLER ON RISER - 3 (0.5) PER TREE 1402 1.50 30 DETAIL M/LI3 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. i(� REG. 80035262 OWNER: LCITY OF WHEAT RIDGE �I 3 s ....__,.. I 1 �Ii +- Il 1i__ 3/4" I I 4-- . I "i Vill �I,I_-iI,!Ijl IIII I I i 10' D< IINAC c t T I 15 II I EXIST. OUTLET STRUCTURE f J GRATE: 5383.05 y r � fir.. . 0' 5� Rk{�'['p p • 410' 3/4' i 13� 3/4" r EXIST. TRAFFIC SIGNAL IW �3/4" \ Jz 3/4" 1 < 0 3/4" �44I 1 c, 1 20170 700W, � 1 3/4" A 1 4, Q <1 10 NTROLLER - E NOTE i 1' 1 II 1,.1 7 - 3/4"#_j. 1 I I I III 1 I I' /4", 1 1 rr_ T � CD 314 � � , 3/4"CD 1 6 1Ex 1 6.2 W CD(1 3/4" LLJ Q N � z � µ m... milli mmm ter, mjj _EXIST. 18" RCP - .,--� 1 1/2" . ,Alr,!L"9� �; _,� �• ¶II •;- EXIST. 12 RCP EXIST. TYPE 13 COMBO INLET EXIST. INLET t ;-- GRATE 5387.91 F/S A2ffEtyT SE INV (12'RCF) _538371.._ /� S INV (6°PVC): 5384.01 /PcAPi OCAL I �¢ ?fT07009 W INV (18" RCP): 5383.51 w POINT OF CONNECTION CONNECT MAINLINE DOWNSTREAM OF 3/4" WATER METER (BY OTHERS). VERIFY LOCATION IN FIELD. 0' 10' 20' 40' AVAILABLE STATIC PRESSURE AT METER = 105 psi PER LAKEWOOD. LCO (6/2 MUTUAL020)WATER CO. Scale 1 20' EVERGREEN D E S I G N G R O U P (800)680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergreenDesignGroup.com R BRgN OPS 1 4 3 0 002 02/06/2020 Origin ate e ti F7i �'9T �P OF CO�� 14NDSCAPE P 12/03/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 11111, c' W I O U W } E i(� REG. 80035262 OWNER: LCITY OF WHEAT RIDGE �I 3 s ....__,.. I 1 �Ii +- Il 1i__ 3/4" I I 4-- . I "i Vill �I,I_-iI,!Ijl IIII I I i 10' D< IINAC c t T I 15 II I EXIST. OUTLET STRUCTURE f J GRATE: 5383.05 y r � fir.. . 0' 5� Rk{�'['p p • 410' 3/4' i 13� 3/4" r EXIST. TRAFFIC SIGNAL IW �3/4" \ Jz 3/4" 1 < 0 3/4" �44I 1 c, 1 20170 700W, � 1 3/4" A 1 4, Q <1 10 NTROLLER - E NOTE i 1' 1 II 1,.1 7 - 3/4"#_j. 1 I I I III 1 I I' /4", 1 1 rr_ T � CD 314 � � , 3/4"CD 1 6 1Ex 1 6.2 W CD(1 3/4" LLJ Q N � z � µ m... milli mmm ter, mjj _EXIST. 18" RCP - .,--� 1 1/2" . ,Alr,!L"9� �; _,� �• ¶II •;- EXIST. 12 RCP EXIST. TYPE 13 COMBO INLET EXIST. INLET t ;-- GRATE 5387.91 F/S A2ffEtyT SE INV (12'RCF) _538371.._ /� S INV (6°PVC): 5384.01 /PcAPi OCAL I �¢ ?fT07009 W INV (18" RCP): 5383.51 w POINT OF CONNECTION CONNECT MAINLINE DOWNSTREAM OF 3/4" WATER METER (BY OTHERS). VERIFY LOCATION IN FIELD. 0' 10' 20' 40' AVAILABLE STATIC PRESSURE AT METER = 105 psi PER LAKEWOOD. LCO (6/2 MUTUAL020)WATER CO. Scale 1 20' EVERGREEN D E S I G N G R O U P (800)680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergreenDesignGroup.com R BRgN OPS 1 4 3 0 002 02/06/2020 Origin ate e ti F7i �'9T �P OF CO�� 14NDSCAPE P 12/03/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. 11111, c' W Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 LANDSCAPE IRRIGATION U-1 Sheet 5 of 12 O U W O G O �Q v ) W M CD F- 00 O Orf W co V U) LLj Z J _Q z o F-G:f C/) < Y< F_0== �_ c)LLU °O� # Date Issue / Description Init. Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 LANDSCAPE IRRIGATION U-1 Sheet 5 of 12 SCALE: NTS DEDICATED IRRIGATION TAP TO IRRIGATION SYSTEM 10 ESTIC ITEM IRRIGATION CONNECTION FROM DOMESTIC WATER WATER TAP DIAGRAM SCALE:NTS ,/ 12" DIA. GRAVEL FILL SUMP PIT AUTOMATIC DRAIN VALVE SCALE: NOT TO SCALE TO IRRIGATION SYSTEM OBUBBLER PER LEGEND - 3 PER TREE OMULCH O FINISH GRADE/TOP OF MULCH OUV RADIATION RESISTANT 1/2 -INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) 5O 1/2 -INCH FEMALE NPT x 0.490 -INCH BARB ELBOW OSWING PIPE, 12 -INCH LENGTH O PVC LATERAL PIPE 8O 1/2 -INCH MALE NPT x.490 -INCH BARB ELBOW OSCH 40 TEE OR ELL 10 EDGE OF ROOTBALL 11 PVC LATERAL LINE - 3/4" BUBBLER LAYOUT 1O CITY MAINLINE 2O TAP OSERVICE LINE OWATER METER OISOLATION VALVE (PER PLAN) O MANUAL DRAIN VALVE (BALL VALVE) OBLOW OFF VALVE (BOV) 8O BACKFLOW DEVICE (WHERE SHOWN) N I tKHL LIIVt _VE 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. O FINISH GRADE OPIPE TRENCH OLATERAL LINE PIPE O AUTOMATIC DRAIN VALVE I 12" SUMP DEPTH 45d TO 30d GAP BELOW HORIZONTAL i u TF SUBSURFACE DRIPLINE CONNECTION SCALE: NOT TO SCALE 1O TOP OF MULCH OFINISH GRADE 3O DRIP LINE PER PLAN 4O INSERT TEE OR ELBOW 5O SCH. 80 PVC NIPPLE (LINE 2 SIZE) OSCH. 40 PVC TEE (SST) OSCH. 40 PVC SUPPLY HEADER (SIZE PER PLAN) C L C BRASS BALL VALVE SCALE: NTS O FINISH GRADE AT 1" BELOW 2 TOP OF BOX IN TURF AREAS: 3 1O 2" BELOW TOP OF BOX IN 13 SHRUB/GROUNDCOVER AREAS O 9" ROUND VALVE BOX OSCH. WITH LOCKABLE LID 3O EXTENSION SECTION AS U NECESSARY TO MEET GRADE 4O PVC MALE ADAPTER 5O 3 -INCH MINIMUM DEPTH OF i 4 -INCH WASHED GRAVEL OBRASS BALL VALVE LOCATOR WIRE W/BURIED CAUTION TAPE (SIZED PER MAINLINE) 7O IRRIGATION MAINLINE NOTE: AUTOMATIC VALVES ARE TO BE LOCATED AT LOW POINTS OF LATERAL LINES. LOCATE END DRAIN VALVE 12" IC UPSTREAM FROM LAST HEAD. FLUSH VALVE SCALE:NTS POP-UP SPRAY HEAD SCALE:NTS SLEEVING PIPE AND SLEEVE INSTALLATION SCALE: NTS 3 2 4 5 O FINISH GRADE 2 FLUSH VALVE 3 1O PAVEMENT SURFACE 13 OFINISH GRADE OSCH. 80 PVC NIPPLE I. U TRENCH BACKFILL 3 SCH. 40 PVC TEE OR ELL Z i 4O LOCATOR WIRE W/BURIED CAUTION TAPE 5 z � O SCH. 40 PVC ELL ` O5 PVC IRRIGATION LATERAL 4 COMPRESSION ADAPTER N 40 PVC STREET ELL I O SAND BACKFILL �� 5 - DRIP LINE 7O SCH. 40 PVC LATERAL SLEEVE SEE PLANS FOR SIZE 8O SCH. 40 PVC WIRE SLEEVE FOR CONTROL WIRES, MIN. 2" DIA. 6O 10" ROUND PLASTIC VALVE BOX 4 O WITH LOCKABLE LID, "CARSON" OR -. 9O SCH. 40 PVC MAINLINE SLEEVE - SEE PLANS FOR SIZE PVC LATERAL PIPE 4 APPROVED EQUAL 5 FINISH GRADE - TOP OF VALVE BOX TO 10 11 10 PVC IRRIGATION MAINLINE OBE 2" ABOVE FINISH GRADE IN TRENCHING 11 CONTROL WIRES -TAPE TO MAINLINE AT 10' INTERVALS 6 8 PLANTER AREAS = ODRIP EXHAUST HEADER 12 PVC CAP, SOLVENT WELDED 9 TREE ROOT BALL (WHERE OCCURS IN O 4O BALL VALVE, LINE SIZE OM 10 DRIP AREA) W CD V U) LLj 6 Q 1 3 1 "MIN. 12 TYP 9 EQUAL, WITH DIFFUSER CAPS, 3' COILED LENGTH OF LINE � U) Ya - Q LU INSERTED IN DRIP LINE AND OSIZE FLEX HOSE. SOLVENT 00 GENERALLY SPACED EVENLY AROUND WELD TO VALVE TREE NEAR EDGES OF ROOT BALL RED BRICK TYPICAL, 3 REQUIRED z i 1 2 7O 6" DEEP LAYER OF PEA GRAVEL N NOTE: AUTOMATIC VALVES ARE TO BE LOCATED AT LOW POINTS OF LATERAL LINES. LOCATE END DRAIN VALVE 12" IC UPSTREAM FROM LAST HEAD. FLUSH VALVE SCALE:NTS POP-UP SPRAY HEAD SCALE:NTS SLEEVING PIPE AND SLEEVE INSTALLATION SCALE: NTS 3 2 4 5 O FINISH GRADE 1 FLUSH VALVE O POP-UP SPRAY HEAD 13 ! 2 SCH. 40 PVC EXHAUST HEADER OSCH. 80 PVC NIPPLE 5 U 3 SCH. 40 PVC TEE OR ELL LU (LENGTH AS REQUIRED) s 5 O SCH. 40 PVC ELL 4 COMPRESSION ADAPTER OSCH. 40 PVC STREET ELL G 5 - DRIP LINE 6 AIR RELIEF VALVE AT HIGH POINT OF 6O SCH. 40 PVC TEE OR ELL -. SYSTEM (WHEN INDICATED ON PLANS) 7O PVC LATERAL PIPE 4 7 SCH. 40 PVC SUPPLY HEADER 5 LU 6 8 CONTROL VALVE = O CD 9 TREE ROOT BALL (WHERE OCCURS IN O ACU OM 10 DRIP AREA) W CD V U) LLj z Q 10 RAINBIRD PC -07 EMITTERS (3) OR 0 9 EQUAL, WITH DIFFUSER CAPS, � U) Ya - Q LU INSERTED IN DRIP LINE AND LZ0_= 00 GENERALLY SPACED EVENLY AROUND TREE NEAR EDGES OF ROOT BALL (WHERE OCCURS) SUBSURFACE DRIP LINE LAYOUT SCALE: NOT TO SCALE NOTE: SET DRIP LINES 3"-6" AWAY FROM HARDSCAPE n EVERGREEN D E S I G N G R O U P (800)680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergreenDesignGroup.com P�G� R4 ago 02/06/2020 0 al Dat f C ~ C,F ,req Ppm \� 2`rFO OF Co `0 gNDSCAP 12/03/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. m # Date Issue / Description Init. Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 LANDSCAPE IRRIGATION DETAILS LI -3 Sheet 7 of 12 1a- 13 O U LU O G O M �Q v ) ry co LU M = O CD 00 O ACU OM W CD V U) LLj z Q z 0 � U) Ya - Q LU 4LO LZ0_= 00 # Date Issue / Description Init. Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 LANDSCAPE IRRIGATION DETAILS LI -3 Sheet 7 of 12 REC. 80 35262 OWNER: , CITY OF WHEAT RIDGE r -r" I SLOPED AREAS GREATER THAN 3:1 Fscp T �_.I � __- - -- .._ . `.. _ EXIST. 8" DIP WM PRIG m, A a.;,. rGJND NAIL LO D44AY ry X000ON1 "AE"- rt+.•us"— — — - - — — — — — — — — — f - I - ALL PROPOSED PLANTINGS AND SOD TO BE IRRIGATED I WATER ° a L h \S� SIGNAL � FOUND #5 R' 3At ° ° - -- IN THIS AREA I ENDS W. - ALUMINUM ° �A� �L�ALUMINUM v TA ° � 3 S #!'. �? ' S. �';?,• o '� EXIST. S TRAFFIC FIC % FOUND #6 RERAR SIGNAL r' ox ncToN i { ... I y 26.7% slope I I [ 5% slope 25% slop Z! 070099 FOUND 15 REt3AP OWN R: --?~- _`% � �u 0r ViEAT RIDGE A VIINUM CAP ' STAMPED 'PLS 26606" ° n 4 ,x —J XI"z BUS STOP E3ENGpf. _ 4 � I 5' BUILDING SEE ACK I LANDSCAPE BUFFER , 1 ° REC. 80035262 OWNER: _ ._. CITY OF WHEAT RIDGE i ;LOT 1 � F 0.9738 AC. I t ! I!TG?' ESI S£A%117 i}UNID RLL:,A€� � o �i (42,41$ SQ. FT. 1 1 RFC. 2019042960 ALUMINUM. CAF I STAMPED 'LANE 0.78' SOUTH OF CORNER 1_... (NGT ACCEPTED) ° ( 7t• a i NENT PROPERTY LINE —,� I ° ITER -i 1 FOUND #5 REBAR tSEMENT 1-1/2' ° I T 6 — A_OhtlNt�hf CAP �� � � i cr'3 �y , 1 STAMPED "PLS 26606" -- OCi1 CDW 1 s i 3 � 2; t � I o U, t .. t ill II Jh � o z S (w/7 Q m ALL PROPOS[D PLANTINGSLn ° � cn AND SOD TO BE IRRIGATED ° ° j Ik f) o Z .' r : e I 7- IN THIS AREA �= ~v a t". I � I `_ - Y LINE � ZI E( ROADVv'AY CENT RUNE -- i I AN:.. _'�E BUFFER ( j / � RM I , , I ----OPEN OPEN SPACE. AREA 59 � I , OPEN SPA/E AREA° Ili J i I d AL"i;FNt;hd CAR .................. S701rED `PCIS 26606' !+-t"' T l i SITE RENC�#SARK #2 ELEV,004: 5383,74 iI I t ° Y,?oOP AIN BLDG. ENTRY RACK : PRO=, B KE fl -,(4 SPACES" .. I: ll "."1111-0100110 _ DRAINAGE EAtZEMWNT • i r .. x: sY ° i . d " " i y Y TRACT A rr I 0.2768 AC 12,059 SQ. FT. " I ( ) 0' 10' 20' 40' Scale 111 = 20' PLANTING LEGEND F SYMBOL BOTANIC NAME TREES — -- ACER GRAN I DENTATUM'SCHMIDT' CRATAEGUS X MORDENSIS 'TOBA' FORESTIERA NEOMEXICANA GYMNOCLADUS DIOICUS 'ESPRESSO' Yc ' SHRUBS 0 O 0 0 G, a O GROUNDCOVER COMMON NAME SIZE QUANTITY ROCKY MTN. GLOW MAPLE 2" CAL. 7 8'-10' HIGH TOBA HAWTHORN 2" CAL. 7 8'-10' HIGH NEW MEXICO OLIVE 2" CAL. 8 ESPRESSO COFFEETREE 2" CAL. 7 8'-10' HIGH AMORPHA CANESCENS LEADPLANT 5 GAL. 24 CARYOPTERIS X CLANDONENSIS BLUE MIST SPIREA 5 GAL. 32 CERCOCARPUS INTRICATUS LITTLELEAF MTN. MAHOGANY 5 GAL. 14 CHAMAEBATIARIA MILLEFOLIUM FERNBUSH 5 GAL. 19 JUNIPERUS SABINA'SCANDIA' SCANDIA JUNIPER 5 GAL. 43 LIGUSTRUM VALGARE 'LODENSE' LODENSE PRIVET 5 GAL. 5 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS 1 GAL. 68 RHUS AROMATICA'GRO-LOW' GRO-LOW SUMAC 5 GAL. 42 RIBES CEREUM WAX CURRANT 5 GAL. 50 LANDSCAPE CALCULATIONS REQUIRED PROPOSED GROSS LOT AREA: 42,418 SF REQUIRED OPEN SPACE (15%): 6,363 SF 7,018 SF (16.54%) REQUIRED LANDSCAPED AREA (35% OF REQ. OPEN SPACE): 2,227 SF 2,720 SF (42.75%) USABLE OPEN SPACE (75% OF REQ. OPEN SPACE): 4,772 SF 5,522 SF (86.78 o HARDSCAPE ---- 1,114 SF STREET TREES REQUIRED: 8 TREES (1 TREE AT 35' O.C.) PROVIDED: 7 TREES (DUE TO SITE OBSTRUCTIONS) 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 3" THICK LAYER OF 1"- 2" RIVER ROCK OVER LANDSCAPE FABRIC 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). 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). 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. EVERGREEN DESIGN GKOU P (800)680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergTeenDesignGroup.com oP� 1 4 3 0 OOH 02/06/2020 Origin I kate e ~ Fifes �9� �P JFO F OF C0\.0 P�L� �q NDS CPApE 12/03/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. kI TEXAS HYBRID (EMERALD SOD FARMS) TEXAS HYBRID LAWN SOD EUONYMUS FORTUNEI 'COLORATUS' PURPLE WINTERCREEPER 5 GAL. @ 9' O.C.E.W. LANDSCAPE CALCULATIONS REQUIRED PROPOSED GROSS LOT AREA: 42,418 SF REQUIRED OPEN SPACE (15%): 6,363 SF 7,018 SF (16.54%) REQUIRED LANDSCAPED AREA (35% OF REQ. OPEN SPACE): 2,227 SF 2,720 SF (42.75%) USABLE OPEN SPACE (75% OF REQ. OPEN SPACE): 4,772 SF 5,522 SF (86.78 o HARDSCAPE ---- 1,114 SF STREET TREES REQUIRED: 8 TREES (1 TREE AT 35' O.C.) PROVIDED: 7 TREES (DUE TO SITE OBSTRUCTIONS) 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 3" THICK LAYER OF 1"- 2" RIVER ROCK OVER LANDSCAPE FABRIC 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). 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). 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. EVERGREEN DESIGN GKOU P (800)680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergTeenDesignGroup.com oP� 1 4 3 0 OOH 02/06/2020 Origin I kate e ~ Fifes �9� �P JFO F OF C0\.0 P�L� �q NDS CPApE 12/03/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. kI Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 PLANTING PLAN LP-1 Sheet 8 of 12 O U U-11 I- O O Q W Cy') CD CD 00 O O m rrLUn V U) LLJ z Q 0 z o J _ F- 0— U) QLu Y Q I- C LU Lo LL1 w LL 0 CD °O � # Date Issue / Description Init. Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 PLANTING PLAN LP-1 Sheet 8 of 12 PLANTING SPECIFICATIONS GENERAL A. QUALIFICATIONS OF LANDSCAPE CONTRACTOR 1. ALL LANDSCAPE WORK SHOWN ON THESE PLANS SHALL BE PERFORMED BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE PLANTING. 2. A LIST OF SUCCESSFULLY COMPLETED PROJECTS OF THIS TYPE, SIZE AND NATURE MAY BE REQUESTED BY THE OWNER FOR FURTHER QUALIFICATION MEASURES. 3. THE LANDSCAPE CONTRACTOR SHALL HOLD A VALID CONTRACTOR'S LICENSE ISSUED BY THE APPROPRIATE LOCAL JURISDICTION. B. SCOPE OF WORK 1. WORK COVERED BY THESE SECTIONS INCLUDES THE FURNISHING AND PAYMENT OF ALL MATERIALS, LABOR, SERVICES, EQUIPMENT, LICENSES, TAXES AND ANY OTHER ITEMS THAT ARE NECESSARY FOR THE EXECUTION, INSTALLATION AND COMPLETION OF ALL WORK, SPECIFIED HEREIN AND / OR SHOWN ON THE LANDSCAPE 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. 3. THE LANDSCAPE 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. PRODUCTS A. ALL MANUFACTURED PRODUCTS SHALL BE NEW, B. CONTAINER AND BALL ED -AN D-BURLAPPED PLANTS: 1. FURNISH NURSERY -GROWN PLANTS COMPLYING WITH ANSI Z60.1-2014. PROVIDE WELL -SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND DISFIGUREMENT. ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ALL TREES SHALL BE OBTAINED FROM SOURCES WITHIN 200 MILES OF THE PROJECT SITE, AND WITH SIMILAR CLIMACTIC CONDITIONS. 2. ROOT SYSTEMS SHALL BE HEALTHY, DENSELY BRANCHED ROOT SYSTEMS, NON -POT-BOUND, FREE FROM ENCIRCLING AND/OR GIRDLING ROOTS, AND FREE FROM ANY OTHER ROOT DEFECTS (SUCH AS J -SHAPED ROOTS). 3. TREES MAY BE PLANTED FROM CONTAINERS OR BALLED-AND-BURLAPPED (B&B), UNLESS SPECIFIED ON THE PLANTING LEGEND. BARE -ROOT TREES ARE NOT ACCEPTABLE. 4. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT OR OWNER SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTBLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT AND OWNER SHALL BE THE SOLE JUDGES AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 5. ALL TREES SHALL BE STANDARD IN FORM, UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 6. CALIPER MEASUREMENTS FOR STANDARD (SINGLE TRUNK) TREES SHALL BE AS FOLLOWS: SIX INCHES ABOVE THE ROOT FLARE FOR TREES UP TO AND INCLUDING FOUR INCHES IN CALIPER, AND TWELVE INCHES ABOVE THE ROOT FLARE FOR TREES EXCEEDING FOUR INCHES IN CALIPER. 7. MULTI -TRUNK TREES SHALL BE MEASURED BY THEIR OVERALL HEIGHT, MEASURED FROM THE TOP OF THE ROOT BALL. WHERE CALIPER MEASUREMENTS ARE USED, THE CALIPER SHALL BE CALCULATED AS ONE-HALF OF THE SUM OF THE CALIPER OF THE THREE LARGEST TRUNKS, 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 COVERED, SHALL BE REJECTED. C. SOD: PROVIDE WELL -ROOTED SOD OF THE VARIETY NOTED ON THE PLANS. SOD SHALL BE CUT FROM HEALTHY, MATURE TURF WITH SOIL THICKNESS OF 3/4" TO 1". EACH PALLET OF SOD SHALL BE ACCOMPANIED BY A CERTIFICATE FROM SUPPLIER STATING THE COMPOSITION OF THE SOD. D. TOPSOIL: SANDY TO CLAY LOAM TOPSOIL, FREE OF STONES LARGER THAN % INCH, FOREIGN MATTER, PLANTS, ROOTS, AND SEEDS. E. COMPOST: WELL -COMPOSTED, STABLE, AND WEED -FREE ORGANIC MATTER, pH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 3/4 -INCH SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS. NO MANURE OR ANIMAL -BASED PRODUCTS SHALL BE USED. F. FERTILIZER: GRANULAR FERTILIZER CONSISTING OF NITROGEN, PHOSPHORUS, POTASSIUM, AND OTHER NUTRIENTS IN PROPORTIONS, AMOUNTS, AND RELEASE RATES RECOMMENDED IN A SOIL REPORT FROM A QUALIFIED SOIL -TESTING AGENCY (SEE BELOW). G. MULCH: SIZE AND TYPE AS INDICATED ON PLANS, FREE FROM DELETERIOUS MATERIALS AND SUITABLE AS A TOP DRESSING OF TREES AND SHRUBS. H. TREE STAKING AND GUYING 1. STAKES: 6' LONG GREEN METAL T -POSTS. 2. GUY AND TIE WIRE: ASTM A 641, CLASS 1, GALVANIZED -STEEL WIRE, 2 -STRAND, TWISTED, 0.106 INCH DIAMETER. 3. STRAP CHAFING GUARD: REINFORCED NYLON OR CANVAS AT LEAST 1-1/2 INCH WIDE, WITH GROMMETS TO PROTECT TREE TRUNKS FROM DAMAGE. I. STEEL EDGING: PROFESSIONAL STEEL EDGING, 14 GAUGE THICK X 4 INCHES WIDE, FACTORY PAINTED DARK GREEN. ACCEPTABLE MANUFACTURERS INCLUDE COL -MET OR APPROVED EQUAL. J. PRE -EMERGENT HERBICIDES: ANY GRANULAR, NON -STAINING PRE -EMERGENT HERBICIDE THAT IS LABELED FOR THE SPECIFIC ORNAMENTALS OR TURF ON WHICH IT WILL BE UTILIZED. PRE -EMERGENT HERBICIDES SHALL BE APPLIED PER THE MANUFACTURER'S LABELED RATES. METHODS A. SOIL PREPARATION 1. BEFORE STARTING WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE GRADE OF ALL LANDSCAPE AREAS ARE WITHIN +/-0.1' OF FINISH GRADE. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY SHOULD ANY DISCREPANCIES EXIST. 2. SOIL TESTING: a. AFTER FINISH GRADES HAVE BEEN ESTABLISHED, CONTRACTOR SHALL HAVE SOIL SAMPLES FROM THE PROJECT'S LANDSCAPE AREAS TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY. EACH SAMPLE SUBMITTED TO THE LAB SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL, TAKEN FROM BETWEEN THE SOIL SURFACE AND 6" DEPTH. IF NO SAMPLE LOCATIONS ARE INDICATED ON THE PLANS, THE CONTRACTOR SHALL TAKE A MINIMUM OF THREE SAMPLES FROM VARIOUS REPRESENTATIVE LOCATIONS FOR TESTING. b. THE CONTRACTOR SHALL HAVE THE SOIL TESTING LABORATORY PROVIDE RESULTS FOR THE FOLLOWING: SOIL TEXTURAL CLASS, GENERAL SOIL FERTILITY, pH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. C. THE CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. d. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): SEPARATE SOIL PREPARATION AND BACKFILL MIX RECOMMENDATIONS FOR GENERAL ORNAMENTAL PLANTS, XERIC PLANTS, TURF, AND NATIVE SEED, AS WELL AS PRE -PLANT FERTILIZER APPLICATIONS AND RECOMMENDATIONS FOR ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 3. THE CONTRACTOR SHALL INSTALL SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT RECOMMENDATIONS. ANY CHANGE IN COST DUE TO THE SOIL REPORT RECOMMENDATIONS, EITHER INCREASE OR DECREASE, SHALL BE SUBMITTED TO THE OWNER WITH THE REPORT. 4. FOR BIDDING PURPOSES ONLY, THE SOIL PREPARATION SHALL CONSIST OF THE FOLLOWING: a. TURF: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: I. NITROGEN STABILIZED ORGANIC AMENDMENT - 4 CU. YDS. PER 1,000 S.F. ii. PREPLANT TURF FERTILIZER (10-20-10 OR SIMILAR, SLOW RELEASE, ORGANIC) - 15 LBS PER 1,000 S.F. iii. "CLAY BUSTER" OR EQUAL - USE MANUFACTURER'S RECOMMENDED RATE b. TREES, SHRUBS, AND PERENNIALS: INCORPORATE THE FOLLOWING AMENDMENTS INTO THE TOP 8" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS -RIPPING: i. NITROGEN STABILIZED ORGANIC AMENDMENT -4 CU. YDS. PER 1,000 S.F. ii. 12-12-12 FERTILIZER (OR SIMILAR, ORGANIC, SLOW RELEASE) - 10 LBS, PER CU. YD. iii. "CLAY A BUSTER" OR EQUAL -USE MANUFACTURER'S RECOMMENDED RATE iv. IRON SULPHATE - 2 LBS. PER CU. YD. 5. 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. 6. ONCE SOIL PREPARATION IS COMPLETE, THE LANDSCAPE CONTRACTOR SHALL ENSURE THAT THERE ARE NO DEBRIS, TRASH, OR STONES LARGER THAN 1" REMAINING IN THE TOP 6" OF SOIL. B. SUBMITTALS 1. THE CONTRACTOR SHALL PROVIDE SUBMITTALS AND SAMPLES, IF REQUIRED, TO THE LANDSCAPE ARCHITECT, AND RECEIVE APPROVAL IN 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 MULCHES, AND SOIL TEST RESULTS AND PREPARATION RECOMMENDATIONS FROM THE TESTING LAB (INCLUDING COMPOST AND FERTILIZER RATES AND TYPES, AND OTHER AMENDMENTS FOR TREE/SHRUB, TURF, AND SEED AREAS AS MAY BE APPROPRIATE). 3. SUBMITTALS SHALL ALSO INCLUDE MANUFACTURER CUT SHEETS FOR PLANTING ACCESSORIES SUCH AS TREE STAKES AND TIES, EDGING, AND LANDSCAPE FABRICS (IF ANY). 4. WHERE MULTIPLE ITEMS ARE SHOWN ON A PAGE, THE CONTRACTOR SHALL CLEARLY INDICATE THE ITEM BEING CONSIDERED. C. GENERAL PLANTING 1. REMOVE ALL NURSERY TAGS AND STAKES FROM PLANTS. 2. EXCEPT IN AREAS TO BE PLANTED WITH ORNAMENTAL GRASSES, APPLY PRE -EMERGENT HERBICIDES AT THE MANUFACTURER'S RECOMMENDED RATE. 3. TRENCHING NEAR EXISTING TREES: a. 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 AT THE TRUNK). b. 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. 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 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. d. 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. D. TREE PLANTING 1. TREE PLANTING HOLES SHALL BE EXCAVATED TO MINIMUM WIDTH OF TWO TIMES THE WIDTH OF THE ROOTBALL, AND TO A DEPTH EQUAL TO THE DEPTH OF THE ROOTBALL LESS TWO TO FOUR INCHES. 2. SCARIFY THE SIDES AND BOTTOM OF THE PLANTING HOLE PRIOR TO THE PLACEMENT OF THE TREE. REMOVE ANY GLAZING THAT MAY HAVE BEEN CAUSED DURING THE EXCAVATION OF THE HOLE. 3. FOR CONTAINER AND BOX TREES, TO REMOVE ANY POTENTIALLY GIRDLING ROOTS AND OTHER ROOT DEFECTS, THE CONTRACTOR SHALL SHAVE A 1" LAYER OFF OF THE SIDES AND BOTTOM OF THE ROOTBALL OF ALL TREES JUST BEFORE PLACING INTO THE PLANTING PIT. DO NOT "TEASE" ROOTS OUT FROM THE ROOTBALL. 4. INSTALL THE TREE ON UNDISTURBED SUBGRADE SO THAT THE TOP OF THE ROOTBALL IS TWO TO FOUR INCHES ABOVE THE SURROUNDING GRADE. 5. BACKFILL THE TREE HOLE UTILIZING THE EXISTING TOPSOIL FROM ON-SITE. ROCKS LARGER THAN 1" DIA. AND ALL OTHER DEBRIS SHALL BE REMOVED FROM THE SOIL PRIOR TO THE BACKFILL. SHOULD ADDITIONAL SOIL BE REQUIRED TO ACCOMPLISH THIS TASK, USE STORED TOPSOIL FROM ON-SITE OR IMPORT ADDITIONAL TOPSOIL FROM OFF-SITE AT NO ADDITIONAL COST TO THE OWNER. IMPORTED TOPSOIL SHALL BE OF SIMILAR TEXTURAL CLASS AND COMPOSITION IN THE ON-SITE SOIL. 6. TREES SHALL NOT BE STAKED UNLESS LOCAL CONDITIONS (SUCH AS HEAVY WINDS OR SLOPES) REQUIRE STAKES TO KEEP TREES UPRIGHT. SHOULD STAKING BE REQUIRED, THE TOTAL NUMBER OF TREE STAKES (BEYOND THE MINIMUMS LISTED BELOW) WILL BE LEFT TO THE LANDSCAPE CONTRACTOR'S DISCRETION. SHOULD ANY TREES FALL OR LEAN, THE LANDSCAPE CONTRACTOR SHALL STRAIGHTEN THE TREE, OR REPLACE IT SHOULD IT BECOME DAMAGED. TREE STAKING SHALL ADHERE TO THE FOLLOWING GUIDELINES: a. 1 "-2" TREES TWO STAKES PER TREE b. 2-1/2"-4" TREES THREE STAKES PER TREE C. TREES OVER 4" CALIPER GUY AS NEEDED d. MULTI -TRUNK TREES THREE STAKES PER TREE MINIMUM, QUANTITY AND POSITIONS AS NEEDED TO STABILIZE THE TREE 7. UPON COMPLETION OF PLANTING, CONSTRUCT AN EARTH WATERING BASIN AROUND THE TREE. COVER THE INTERIOR OF THE TREE RING WITH THE WEED BARRIER CLOTH AND TOPDRESS WITH MULCH (TYPE AND DEPTH PER PLANS). E. SHRUB, PERENNIAL, AND GROUNDCOVER PLANTING 1. DIG THE PLANTING HOLES TWICE AS WIDE AND 2" LESS DEEP THAN EACH PLANT'S ROOTBALL. INSTALL THE PLANT IN THE HOLE. BACKFILL AROUND THE PLANT WITH SOIL AMENDED PER SOIL TEST RECOMMENDATIONS. 2. INSTALL THE WEED BARRIER CLOTH, OVERLAPPING IT AT THE ENDS. UTILIZE STEEL STAPLES TO KEEP THE WEED BARRIER CLOTH IN PLACE. 3. WHEN PLANTING IS COMPLETE, INSTALL MULCH (TYPE AND DEPTH PER PLANS) OVER ALL PLANTING BEDS, COVERING THE ENTIRE PLANTING AREA. F. SODDING 1. SOD VARIETY TO BE AS SPECIFIED ON THE LANDSCAPE PLAN. 2. LAY SOD WITHIN 24 HOURS FROM THE TIME OF STRIPPING. DO NOT LAY IF THE GROUND IS FROZEN. 3. LAY THE SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD STRIPS - DO NOT OVERLAP. STAGGER STRIPS TO OFFSET JOINTS IN ADJACENT COURSES. 4. ROLL THE SOD TO ENSURE GOOD CONTACT OF THE SOD'S ROOT SYSTEM WITH THE SOIL UNDERNEATH. 5. WATER THE SOD THOROUGHLY WITH A FINE SPRAY IMMEDIATELY AFTER PLANTING TO OBTAIN AT LEAST SIX INCHES OF PENETRATION INTO THE SOIL BELOW THE SOD. G. 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 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. H. CLEAN UP 1. DURING LANDSCAPE PREPARATION AND PLANTING, KEEP ALL PAVEMENT CLEAN AND ALL WORK AREAS IN A NEAT, ORDERLY CONDITION. 2. DISPOSED LEGALLY OF ALL EXCAVATED MATERIALS OFF THE PROJECT SITE. I. INSPECTION AND ACCEPTANCE 1. UPON COMPLETION OF THE WORK, THE LANDSCAPE CONTRACTOR SHALL PROVIDE THE SITE CLEAN, FREE OF DEBRIS AND TRASH, AND SUITABLE FOR USE AS INTENDED. THE LANDSCAPE CONTRACTOR SHALL THEN REQUEST AN INSPECTION BY THE OWNER TO DETERMINE FINAL ACCEPTABILITY. 2. WHEN THE INSPECTED PLANTING WORK DOES NOT COMPLY WITH THE CONTRACT DOCUMENTS, THE LANDSCAPE CONTRACTOR SHALL REPLACE AND/OR REPAIR THE REJECTED WORK TO THE OWNER'S SATISFACTION WITHIN 24 HOURS. 3. THE LANDSCAPE MAINTENANCE PERIOD WILL NOT COMMENCE UNTIL THE LANDSCAPE 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. J. LANDSCAPE MAINTENANCE 1. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL WORK SHOWN ON THESE PLANS FOR 90 DAYS BEYOND FINAL ACCEPTANCE OF ALL LANDSCAPE WORK BY THE OWNER. LANDSCAPE MAINTENANCE SHALL INCLUDE WEEKLY SITE VISITS FOR THE FOLLOWING ACTIONS (AS APPROPRIATE): PROPER PRUNING, RESTAKING OF TREES, RESETTING OF PLANTS THAT HAVE SETTLED, MOWING AND AERATION OF LAWNS, WEEDING, TREATING FOR INSECTS AND DISEASES, REPLACEMENT OF MULCH, REMOVAL OF LITTER, REPAIRS TO THE IRRIGATION SYSTEM DUE TO FAULTY PARTS AND/OR WORKMANSHIP, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON TO MAXIMIZE WATER CONSERVATION. 2. SHOULD SODDED AREAS NOT BE COVERED BY AN AUTOMATIC IRRIGATION SYSTEM, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING THESE AREAS AND OBTAINING A FULL, HEALTHY STAND OF PLANTS AT NO ADDITIONAL COST TO THE OWNER. 3, TO ACHIEVE FINAL ACCEPTANCE AT THE END OF THE MAINTENANCE PERIOD, ALL OF THE FOLLOWING CONDITIONS MUST OCCUR: a. THE LANDSCAPE SHALL SHOW ACTIVE, HEALTHY GROWTH (WITH EXCEPTIONS MADE FOR SEASONAL DORMANCY). ALL PLANTS NOT MEETING THIS CONDITION SHALL BE REJECTED AND REPLACED BY HEALTHY PLANT MATERIAL PRIOR TO FINAL ACCEPTANCE. b. ALL HARDSCAPE SHALL BE CLEANED PRIOR TO FINAL ACCEPTANCE. C. SODDED AREAS MUST BE ACTIVELY GROWING AND MUST REACH A MINIMUM HEIGHT OF 1 1/2 INCHES BEFORE FIRST MOWING. BARE AREAS LARGER THAN TWELVE SQUARE INCHES MUST BE RESODDED PRIOR TO FINAL ACCEPTANCE. ALL SODDED TURF SHALL BE NEATLY MOWED. K. WARRANTY PERIOD, PLANT GUARANTEE AND REPLACEMENTS 1. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S FINAL ACCEPTANCE (90 DAYS FOR ANNUAL PLANTS). THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE AND TO THE SATISFACTION OF THE OWNER, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2. AFTER THE INITIAL MAINTENANCE PERIOD AND DURING THE GUARANTEE PERIOD, THE LANDSCAPE CONTRACTOR SHALL ONLY BE RESPONSIBLE FOR REPLACEMENT OF PLANTS WHEN PLANT DEATH CANNOT BE ATTRIBUTED DIRECTLY TO OVERWATERING OR OTHER DAMAGE BY HUMAN ACTIONS. L. PROVIDE A MINIMUM OF (2) COPIES OF RECORD DRAWINGS TO THE OWNER UPON COMPLETION OF WORK. 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. OROLLED -TOP STEEL EDGING PER PLANS. OTAPERED STEEL STAKES. OMULCH, TYPE AND DEPTH PER PLANS. OFINISH 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 1" BELOW FINISH GRADE. 3) TOP OF MULCH SHALL BE 1" LOWER THAN TOP OF EDGING. STEEL EDGING SCALE: NOT TO SCALE f11CTAA1r`C DCO DI AKI O CURB. OMULCH LAYER. OPLANT. OTURF (WHERE SHOWN ON PLAN). PLANTING AT PARKING AREA SCALE: NOT TO SCALE OPEN LANDSCAPE nAovAA/Av VrX 1JLMIML/ TO 10' ROOT BARRIER - PLAN VIEW SCALE: NOT TO SCALE OTYPICAL WALKWAY OR PAVING OTREE TRUNK OLINEAR ROOT BARRIER MATERIAL. SEE PLANTING NOTES FOR TYPE AND MANUFACTURER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. OTREE CANOPY OTYPICAL PLANTING AREA OTYPICAL 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, STAKING EXAMPLES (PLAN VIEW) 1 1 PREVAILING PREVAILING WINDS WINDS ME��fflTING&sS X 2X OTREE CANOPY. OCINCH -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. O24" X 3/4" P.V.C. MARKERS OVER WIRES. OGREEN STEEL T -POSTS. EXTEND POSTS 12" MIN. INTO UNDISTURBED SOIL. OPRESSURE -TREATED WOOD DEADMAN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. OTRUNK FLARE. OMULCH, TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 6" OF TRUNK. OFINISH GRADE. OROOT BALL. 10 BACKFILL. AMEND AND FERTILIZE ONLY 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 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, 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/25' 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. OSHRUB, PERENNIAL, OR ORNAMENTAL GRASS. OMULCH, TYPE AND DEPTH PER PLANS. PLACE NO MORE THAN 1" OF MULCH WITHIN 6" OF PLANT CENTER. OFINISH GRADE. OROOT BALL. OBACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. OUNDISTURBED NATIVE SOIL. O3" HIGH EARTHEN WATERING BASIN. OWEED FABRIC UNDER MULCH. SHRUB AND PERENNIAL PLANTING SCALE: NTS EQUAL Fp �a • • • • EDGE OF PLANTING AREA J Q D C3 W PLANT CENTER (TYP.) NOTE: ALL PLANTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING (EXCEPT WHERE SHOWN ON PLANS AS INFORMAL GROUPINGS). REFER TO PLANT LEGEND FOR SPACING DISTANCE BETWEEN PLANTS. 1) STEP 1: DETERMINE TOTAL PLANTS FOR THE AREA WITH THE FOLLOWING FORMULA: TOTAL AREA / AREA DIVIDER = TOTAL PLANTS PLANT SPACING AREA DIVIDER PLANT SPACING AREA DIVIDER 6" 0.22 18" 1.95 8" 0.39 24" 3.46 10" 0.60 30" 5.41 12" 0.87 36" 7.79 15" 1.35 2) STEP 2: SUBTRACT THE ROW (S) OF PLANTS THAT WOULD OCCUR AT THE EDGE OF THE PLANTED AREA WITH THE FOLLOWING FORMULA: TOTAL PERIMETER LENGTH / PLANT SPACING = TOTAL PLANT SUBTRACTION EXAMPLE: PLANTS AT 18" O.C. IN 100 SF PLANTING AREA, 40 LF PERIMETER STEP 1: 100 SF/1.95 = 51 PLANTS STEP 2: 51 PLANTS - (40 LF / 1.95 = 21 PLANTS) = 30 PLANTS TOTAL PLANT SPACING EVERGREEN D E S I G N G R O U P (800)680-6630 1755 Telstar Dr., Ste 300 Colorado Springs, CO 80920 www.EvergreenDesignGroup.com oP� 4 3 0 02/06/2020 � OrinDa e of �Q P � 'L`rFO OF C0�0 ANDS CAPE 12/03/2020 COPYRIGHT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF GALLOWAY, AND MAY NOT BE DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GALLOWAY. COPYRIGHTS AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED. m # Date Issue / Description Init. Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 PLANTING DETAILS & SPECIFICATIONS LP -2 Sheet 9 of 12 INJ� I..L O U LLJ I- O C O U) co W M O �"- 00 O O / 0L LU U Im (7 U) i LU Z Q z o U) <LU Y Q I- N L.J. 2 Lr) LU Co = LL 0 (.0 CY) = # Date Issue / Description Init. Project No: Drawn By: DB Checked By: RM Date: 06/18/2020 PLANTING DETAILS & SPECIFICATIONS LP -2 Sheet 9 of 12 J BION - ��� i���-�/+®��A-F/fit = i�{�}/®� �}/®n{{�-�/��{{!/� i�{{!}/®� �-�/��{{ �/■ l0o•i Ems IMAI1°. DESCRIPTION The Impact Elite family of wall luminaires is the )deal complement to site design. Incorporating modular LightSquares technology, the Impact Elite luminaire provides outstanding uniformity and energy -conscious illumination. Combined with a rugged construction, the Impact Elite luminaire is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments and recreational facilities. UL'cLlL listed for wet locations. McGraw -Edison ISWAF850LEDEISLOK SPECIFICATION FEATURES Electrical Condor Construction Electrical Mounting Heavy -wall, die-cast aluminum LED drivers mount to die-cast Gasketed and zinc plated rigid steel housing and removable hinged aluminum back housing for mounting attachment fits directly door frame for precise tolerance optimal heat sinking, operation to 4" j -box or wall with the Impact control and repeatability. Hinged efficacy, and prolonged life. Elite "Hook -N -Lock" mechanism door inset for clean mating with Standard drivers feature electronic for quick installation. Secured with housing surface and secured via universal voltage (120-277V two captive corrosion resistant two captive fasteners. Optional 50160Hz), 347V 60Hz or 480V 6OHz black oxide coated alien head set tamper-resistant Torx"'" head operation, greater than 0.9 power screws concealed but accessible fasteners offer vandal resistant factor, less than 20% harmonic from bottom of fixture. access to the electrical chamber, distortion, and are suitable for Finish Optics operation in -40°C to 40°C ambient Finish Optics environments. All fixtures are Cast components finished in a Choice of 10 patented, high- shipped standard with 10kV/10kA five -stage super TGIC polyester efficiency AccuLED Optics" common - and differential - mode powder coat paint, 2.5 mil nominal distributions. Optics are precisely surge protection. LightSquares thickness for superior protection designed to shape the light feature an IP66 enclosure rating against fade and wear. Standard output, maximizing efficiency and and maintain greater than 90% colors include black, bronze, grey, application spacing. AccuLED lumen maintenance at 60,000 hours white, dark platinum and graphite Optics technology creates per IESNA TM 21. Emergency metallic. RAL and custom color consistent distributions with the egress options for -20°C ambient matches available. Consult the scalability to meet customized environments and occupancy McGraw -Edison Architectural application requirements. Offered sensor available. Colors brochure for the complete Standard in 4000K (+/- 275K) CCT 14" 8' selection. and minimum 70 CRI. Optional 66LF Warranty 3000K, 5000K and 5700K CCT. 9" Warranty for ease of entry into electrical to 40°C ambient environments, Five-year warranty. DIMENSIONS Electrical Condor Quarter Solvent < ..... .. __ - 7� 122 i ! 1178mm1: aluminum back housing for �18"1457.m1� �9"f229mm)J18'1457-1 door frame for precise tolerance optimal heat sinking, operation L-9-i229mmJ� Trapezoidwedge efficacy, and prolonged life. Elite "Hook -N -lock" mechanism door inset for clean mating with Standard drivers feature electronic for quick installation. Secured with i [203m i two captive corrosion resistant two captive fasteners. Optional 5016OHz), 347V 60Hz or 480V 6OHz black oxide coated alien head set �16-1;2" 1419mm1� �9" 1229mm)� 16.12" 1419mm1� L8-tr4' 210mmJ-J screws concealed but accessible HOOK -N -LOCK MOUNTING factor, less than 20% harmonic � access to the electrical chamber. 1 l: U 13" 1 Finish Optics _ Cast components finished in a Choice of 10 patented, high- shipped standard with 10kV110kA b efficiency AccuLED Optics" siII P+,>: ,sem Ska=+ess V>c„y;Aw;ta S. TERN'1iERc r '1 -www.designtignts-9 Fixture F F DESCRIPTION The Impact Elite family of wall luminaires is the ideal complement to site design. Incorporating modular LightSquares technology, the Impact Elite luminaire provides outstanding uniformity and energy -conscious illumination. Combined with a rugged construction, the Impact Elite luminaire is the ideal facade and security luminaire for zones surrounding schools, office complexes, apartments and recreational facilities. UL/cUL listed for wet locations. SPECIFICATION FEATURES McGraw -Edison ISWAF350LEDE1 SI,2BK Construction Electrical Mounting Heavy -wall, die-cast aluminum LED drivers mount to die-cast Gasketed and zinc plated rigid steel housing and removable hinged aluminum back housing for mounting attachment fits directly door frame for precise tolerance optimal heat sinking, operation to 4" I -box or wall with the Impact control and repeatability. Hinged efficacy, and prolonged life. Elite "Hook -N -lock" mechanism door inset for clean mating with Standard drivers feature electronic for quick installation. Secured with housing surface and secured via universal voltage (120-277V two captive corrosion resistant two captive fasteners. Optional 5016OHz), 347V 60Hz or 480V 6OHz black oxide coated alien head set tamper-resistant Torx" head operation, greater than 0.9 power screws concealed but accessible fasteners offer vandal resistant factor, less than 20% harmonic from bottom of fixture. access to the electrical chamber. distortion, and are suitable for 6927 13" operation in -40`C to 40°C ambient Finish Optics environments. All fixtures are Cast components finished in a Choice of 10 patented, high- shipped standard with 10kV110kA five -stage super TGIC polyester efficiency AccuLED Optics" common - and differential - mode powder coat paint, 2.5 mil nominal distributions. Optics are precisely surge protection. LightSquares thickness for superior protection designed to shape the light feature an IP66 enclosure rating against fade and wear. Standard output, maximizing efficiency and and maintain greater than 90% colors include black, bronze, grey, application spacing. AccuLED lumen maintenance at 60,000 hours white, dark platinum and graphite Optics technology creates per IESNA TM -21. Emergency metallic. RAL and custom color consistent distributions with the egress options for -20°C ambient matches available. Consult the scalability to meet customized environments and occupancy McGraw -Edison Architectural application requirements. Offered sensor available. Colors brochure for the complete Standard in 4000K (+i- 275K) CCT 10OW 50Wn 26Wit selection. and minimum 70 CRI. Optional 14" 8' 91 3004K, 5000K and 5700K CCT. 66LF Warranty 20" 8' 9" Five-year warranty. F21 DIMENSIONS TP Cylinder Quarter sphere - .. .... \ ..-!T� ._ .. _ n I 1 7^! 1229 m) �/•/ IscnssnsT/,sw i1178n,m,i IScnss�'s /1�sw IMPACT ELITE LED IMPACT ELITE LED 1 LightSyUare 18' [457mm)---J 9. 1229mml-1 �18' 1457mou i-9" 1229mml-j 1 LightSquare Solid State LED Trapezoid Solid State LED WALL MOUNT LUMINAIRE �- 7 R 76 m) ,. 1203c m) WALL MOUNT LUMINAIRE DATA CERTIFICATION `1 D yy UL,WL Listed CE RTtFICATION DATA LM7 / 1........ _ .._-. - '� UUWL Listed 9 LM80 Compliant ' '' _ _ _ IP66 LightSquare LM79/ LM80 Compliant Deai9dLights Consortium' Qualified. L --16-12" 1419mm11 L-9" 1229mm1� I -161,2' 1419mm1 '-&tt4° E210mm1� IP66 LightSquare ISO 9007 DosignLi9hts Consortiums Qualified- S09001 ualified•SO9001 ENERGY DATA NOOK -N LOCK MOUNTING -, _ ENERGY DATA Elettromc LED Driver _ -- Electronic LED Driver ,0,9 P..., Factor >09 Power factor r20% Total Ha,momc thstortionj �- .. 120,277V/50 & 60Hz, 347VT0Hz, 20ca Total Harmonic Distortion i I t� ?:: = 6 120-277Vr50 & 60H:, 347Vt60W., 480V:60Hz j I a ; 48OV/60Hz 401C Minimum Temperature 1 40-C !ambient Temperature Rating r ! f I 0 i 401C Minimum Temperatum 90'C. Ambient Temtxtrature Rating SHIPPING DATA Approximate Net Weight: SHIPPING DATA , APr (r t Net Weight 781us. t8 kysl lbs, (S kgs.i f fY r�'I ;:�. 7 r J - TD514030EN Fiiz•N },`j 1i)TD514030EN Decembe, 19. 2019 10:19 AM .'ra+r &� twidiri!e .A,vw.dusignlights.or9 -'- December 19.2019 10:19 AM 661588191VC WAiBi<�FIT ype G Small Scale Commercial Fixtures n 1 f t1 i t 1 t F� 1� c ( 6930 6915 6927 6935 tt ab 11 � 11 v 6912 6913 6918 Cat No, W H Ext' Top to Max- Max. Max. Qty Label Arrangement Outlet INC HIDF C 6930 13' 2T F 20OW t00Wt 42Wr 6915 13" 38' 16':2' 261:2 20OW 100Wrt 42WTt 6913 IT 12' 1 ' 30 6 7 27 Tr tt 200W 100W 2W 3 6912 13 32:2 161.,2* n 1- 26,2 tt rr 200W 100W 42W 6918 13' 30' VP,2" 5' 20OW t00Wrt 32WtT 6927 13" 65'w136'chain N.A. 2WW 10OWt 32WI 6935 13'S: 2 2 ; 200W t00W tr 42Wtt 6630t 10' 19' 0.900 IQM WWI r 6615 10" 30' 101,7" 15" 100W 50W*t 32Wft 6616 IT 19' 10 n' 15- 10M 5OW?i 32Wtt 6617 1 0' 19'2' tOtn" Trz' ti rt 100W SOW 32W 6627 10' 5rw136°chain 100W 50Wtt 26W 6635 10" IT superior structural rigidity. 3G 10OW 50Wn 26Wit 66BU 7" 14" 8' 91 60W - - 66LF 7' 20" 8' 9" 60W - - AM Pbr" -.6% a, Brut S. reiry*~. "t3Lige aufta 21nenm dsPa CkEt66Seretx anW& :e*;3LyaCN k R -W SAW eweullaOacl, ntategew'eg4 66 86600 Series ol aratabe ata Frosted 0-y W Relator 1 / I 6630 6615 �1 6627 6617 6616 6635 66BU 66LF fU CrrEPVNrBE1tG555 Lawrence Ave. Roselle, IL 60172.847-588-3400 • Fax 847-588-3440 LIGHTING www. stemberglighting.com Email: info@stemberglighting.com 5-08 Fixture G Fixture F21 DESCRIPTION Portfolio -.. ...I._.. ................................... .... ........ ..... :.. ___ _ _ .................. 8 inch LED recessed nai row, rnediurn, or wide bear. dow hhyht sp ,cially LD8B30D01O/ER8B30408040/ rSLBM1HILGSKTSBIPAIR/H626 designed for LED technology. Two-stage refectot system Poduces ---� L smooth distribution, with excent llelight control and low apert 1 a I I brightness. Offered with 1000-20,000 fumens with color ternperalures of i 2700K, 300CK, 3500K 40,00K, 5000K available in 80,30 or 97 CRI. ViviclTurre ttt_L4::wd rW is rht1.t11gg.Y similar to halogen at full Power, I the 3000K LED warns smoothly as dimmed to 1850K creating a rich warm glow within the space.T t bttLw6il tfl. i4h tulOav - adjust the color temperature from warm white to coat white while independently .._..__.................. .......................... __........ i..................... _...... _....... ._........j controlling intensity. SPECIFICATION FEATURES Lower Shielding Reflector Thermal Driver can be s rvicezl from above Self -flanged, spun .060" thick Aluminum heat sink conducts heat or ,hough the aoenur0.. 1000 alumm m ':r ei mhector in away frorn the LED module fcr - 7000 It an utili[Port: tnvtr combination with z lensed upper improved performance and longer 8000-12,000 utilize two dr vers, optical chamber Provides superior life. 15,000>22000 lumrm utilizes three lemon output with minimal source drivers. brightness. Available, in all Portfolio LED Aizak9 finishes. LED system contains a plurality Code Compliance a' tF of high brightness white LED's Thermally protected and cULus Trim Retention combined with a high? Rglf:ctanm listed tot prceterhad wet location?s. Lower reflector is retained with upper reflector and transitional ° Certified P •r e ., cULu., �_rt. �d I C� below pP :wo torsion ,pr.rys holding t.he tens producinevm tistributton r.: eding. gihhnnaf City of Cl?icaco flange tightly to the finished ceiling with no pixilation. Rated for 50,000 environmental air (CCEA; marking surface. hours at 70%, lumen maintenance. for plenum applications. POV RFI LD88 Color variation within 3 -step :'emissions prig FCC 47CFR Pati ER8B Plaster Frame 1 Collar Fv1acAdam ellipses. Flexible 18 Class R consumer limes. IC Die cast aluminum 1-11;2" deep disconnect allows for Lool 'ess rated up to 2000 Jumens. 3000 8LB collar accommodates ceiling replacement of LED ergine from lumens and above are non.;C 2,000.20,600 Lumen LED materia€s up to 2". below ceiling. Available in 80, 90 rated - insulation must be kept3" pr 97 C U. from tori and sides of housing. Universal Mounting Bracket 1)2W'" -dim-to-warm shifts CCT ROHS Co::.pliant. T24 compliant Accepts 112" EMT, C channel from 3000K toll;ZOK as fixture dims with ii Me gasket kit. Pt?otomexric 8 -Inch Narrow, Medium, or Wide n- and bar Hangers and adjusts ., mimicking halogen sources. testing completed in accordance Dow -light verieaily from above and below W214 - Tunable white CCT range with iES LM M standards. LED tiff! the ceiling. 2700K to 6500K or 2000K to 5000K, testing completed in accordance New Construction 90 CR). with LM 80 standards.: 3000 h!met. Junction Box and above are marked spacing and i41 1/2' and 21 34" trade size pry Driver must follow spacing regi.<lremanis. outs positioned to allow straight Combination 0-10hdtttailing conduit rums. Listed for f8) N12 edge driver provides flicker free Warranty AWG (four in, four out) 9771C dirrimir:g from 100% to i0`,4. 5 -year warranty. conductors and feed thru branch Optional 1%0 1OV, Fifth Light, wiring. DMX or Lutronl? Ecosystem ...... r5 lL - i is wnh llH:f91'.y '•/ u i t....... a sa,.,.l_..._.._.. ..._ ................ " - -. ... i 4 .. �i24 r i .... i, MAx. Hk'GHT t SEE 'AEV O,.E 4 G 6vn ...... is e --T _.. Vi t le". to R„igh A' fl:,lith aarra,y • Cfrinmr: i Tt.::2a�,+liEN rely i?. 2i:-•: A-60 PRi Fixture L Luminaire Schedule Symbol Qty Label Arrangement Total Lamp Lumens LLF Description energy conscious illumination to 6 F SINGLE N.A. 0.810 ISW-AF800-LED-EI-SL4 Arm len th' 9 15*1 for wet locations. 3 F21 SINGLE N.A. 0.900 ISW-AF-350-LED-EI-SL2 �.0 4 G SINGLE 1600 0.900 Coach Light with LED A Lamp * 2 L SINGLE N.A. 0.900 LDBB30DO10 ER8B3040830 8LBMOH removable tray assembly for ease ♦ ; 2 G1 SINGLE N.A. 0.900 GLEON-AF-03-LED-EI-SL4-HSS DESCRIPTION McGraw -Edison The Galleon-" LED luminaire dellvers exceptional performance in a 'A" e- highly scalable, low -profile design. Patented, high -efficiency AccuLED (,1.Lt.t1P03LEDE1$IAI3K}I55 EPA Light squares Optics r" system provides uniform and energy conscious illumination to Optional with Arm Gi walkways, parking lots roadways, building areas and security lighting t.1 Arm Len th 9 Arm len th' 9 applications. IP66 rated and UL/cUL Listed for wet locations. t 4 i 15�1i2- s - t0" SPECIFICATION FEATURES ....... . ............................ ...__._ _. ..... _._._ 0'90 �.0 i 1394-1 h78mnu 1254mm1 {15.0 kgs.! Construction ..._..._ ........ ......... Electrical ....... . ......................................., arm mounting requirementtable. 7" Extruded aluminum driver LED drivers are mounted to Round pale adapter included. For _ enclosure thermally isolated from removable tray assembly for ease wall mounting, specify wall mount ; Light Squares for optimal thermal of maintenance. 120-277V 50/6OHz, bracket option. OUICK MOUNT ''•'- ' performance. Heavy -wall, die. 347V 6OHz or 480V 6OHz operation. ARM: Adapter is bolted directly to t� cast aluminum and caps enclose 480V is compatible for use with the pole. Quick mount arm slide .. housing and die cast aluminum 480VWye systems only. Standard into place on the adapter and is,,, 7 i heat sinks. A unique, patent with 0-10V dimming. Shipped secured via two screws, facilitating (3 pending interlocking housing and standard with Eaton proprietary quick and easy installation. The (28.6 kgs.) heat sink provides scalability with circuit module designed to versatile, patent pending, quick superior structural rigidity. 3G withstand I0kV of transient line mount arm accommodates vibration tested and rated. Optional surge. The Galleon LED luminaire multiple drill patterns ranging tool -less hardware available is suitable for operation in -40°C from 1-112' to 4-718". Removal for ease of entry into electrical to 40°C ambient environments, of the door on the quick mount chamber. Housing is IP66 rated- For applications with ambient arm enables wiring of the fixture GLEON temperatures exceeding 40"C, without having to access the driver GALLEON LED Optica specify the HA (High Ambient) compartment. A knock -out enables Patented, high -efficiency option. Light Squares are IP66 round pole mounting. injection -molded AccuLED rated. Greater than 90% lumen Optics technology. Optics are maintenance expected at 60,000 Finish 1.10 Light Squares precisely designed to shape hours. Available in standard to Housing finished in super durable Solid State LED the distribution maximizing drive current and optional 600mA, TGIC polyester powder coat paint, efficiency and application spacing. 800mA and 1200mA drive currents 2.5 mil nominal thickness for AccuLED Optics create consistent (nominal). superior protection against fade AREA/SITE LUMINAIRE distributions with the scalability and wear. Heat sink is powder to meet customized application requirements. Offered standard Mounting STANDARD ARM MOUNT.' coated black. Standard housing colors include black, bronze, grey, in 4000K (+i- 275K) CCT 70 CRI. Extruded aluminum arm includes white, dark platinum and graphite Optional 3000K, 5000K and 6000K internal bolt guides allowing for metallic. RAL and custom color CCT. easy positioning of fixture during matches available. �s'3 mounting. When mounting two or more luminaires at 909 and Warranty 120° apart, the EA extended arm Five-year warranty. NIi'dVB�.It1X may be required. Refer to the DIMENSIONS �, �jF�i-811 3.1577 fi' fr^^"'^ noomml I A" DIMENSION DATA Numberel 'A" e- 6 Weight e EPA Light squares Width Eta^angt Optional with Arm .,nth arm Fri t.1 Arm Len th 9 Arm len th' 9 !lbs. ) iso ft i t 4 i 15�1i2- 7 t0" 33 0'90 �.0 i 1394-1 h78mnu 1254mm1 {15.0 kgs.! t.1 s -s 21-5%8" 7" 10' 44 0 n t.2 \\\t•2A (44min 5 1 m m 8 m 1 754mm) 120.0 its,.) o- - 7-8 27.018' ` 7' 13` 54 7.07 t� (702-1) 078mmi 1 4330.,n) (24.5 kgs.) 9-10 I 33314" 7 i t6' 63 112 (3 I ,.857mm) i178mmf Otis-, (28.6 kgs.) . unnnnai arm wnatn iC M n%tl wMn rnptr�.ung iwp,i.tevax at 0.e" lin c xingM nolo. 3. FPA , aicuieiad with Cpt�C"si arnr ienpa,. Faa i'N • t, n:i tic+:; <r`i3;u: nyyy Fixture G 1 �L s 17,�ra Idil Pazemn i -----i CERTIFICATION DATA ! 1G Vilb- n Rated . 3 . l . 7 1.8 1 Design Lights Conxurtium' Qualihep'` / Dark Sky Aunroved i3000K CCT and / 'TERN warms,eslyt IP66 Rated 150 900 1 3:D4 iam19emt emr LM79: !M 90C . m Tit TH Ie ULLt LocaoListed 4 P""t 5 �8 ! . 6 t.2 ! 6 tml o .1./♦1 . -1-7•'8`;22mml ENERGY DATA 73J4" Elactroni4 LED Driver / j/ 44mm __- 1 / :cyPn Distortion rP err ._armon) tL /0le 1 6 t.9 ♦2 . 6 �Z . 1 +1 . 7 ♦1 . -!2) 9%t6 t14mm1 20T.t., H 120M277V 50.601ta / DHuhnHoles • 347V, 480V 60H: AO°C Min.Tem era[um p 4° 1 0 C Maz.Tem eraturu P 50°C Max. 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SITE PHOTOMETRIC PLAN SCALE: 1" = 20'-0" 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com 0 C� C\2 Fri t.1 --- ...... -.......... t.1 t.l t.1 - t.2 t.2 t.2 t.2 t.2 t.1 I t.0 t)•0 t.0 t•0 t.0 t-0 t•0 t•0 t.0 t•0 t•0 t.0 t.1 t.1 t.1 t.0 b.0 t.0 t_ 0 t. 0 t • Q - t *G- o ---t)-. 9- , 8- bt o- - - - T- . 1 - 1 W .1 1 - 0.1 - . 1 SITE PHOTOMETRIC PLAN SCALE: 1" = 20'-0" 703 San Ysidro Trail Mansfield, Texas 76063 Phn: 817.946.7503 icon-arch@outlook.com Date Revisions 3/20/20 - Issued for Site Development Plan Review 6/22/20 - Revised per Site Development Plan Comments Project No. 20-13 Date: 3/20/20 Sheet Title: SITE PHOTOMETRI PLAN Drawing No. A�402 Sheet 12 of 12 9RH-1-2020 C� C\2 Fri a) E" W Gs -r �r CID� \ . �...J n bt W W Lll7 .S ® F�l (3 • Peeei P l�A)� , Date Revisions 3/20/20 - Issued for Site Development Plan Review 6/22/20 - Revised per Site Development Plan Comments Project No. 20-13 Date: 3/20/20 Sheet Title: SITE PHOTOMETRI PLAN Drawing No. A�402 Sheet 12 of 12 9RH-1-2020 C� C\2 a) E" Gs -r �r CID� . Date Revisions 3/20/20 - Issued for Site Development Plan Review 6/22/20 - Revised per Site Development Plan Comments Project No. 20-13 Date: 3/20/20 Sheet Title: SITE PHOTOMETRI PLAN Drawing No. A�402 Sheet 12 of 12 9RH-1-2020