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REC. NO. 91016826
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REC. NO. 91016826
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LOT 2, BLOCK 1, KETELSEN ADDITION MINOR
SUBDIVISION PLAT REC. NO. F1724000
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WEST 45TH PLACE
LOT 1, BLOCK 2
±7.1729 AC
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WEST 44TH AVENUE
R.O.W. WIDTH VARIES
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SCALE: 1" =
0'40'80'40'
40'
SITE PLAN
NOTE:
APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE
PROVIDED BEFORE COMBUSTIBLE MATERIALS ARE
BROUGHT TO THE SITE, AND BEFORE VERTICAL
CONSTRUCTION. UNLESS OTHERWISE APPROVED, THE
FIRE APPARATUS ACCESS ROAD SHALL CONSIST OF THE
FIRST LIFT OF ASPHALT OR CONCRETE.
* PARKING REQUIREMENTS ARE FROM
SECTION 26-1109.B OF THE CITY CODE.
* ADA PARKING REQUIREMENTS ARE
FROM SECTION 26-1109.B AND 26-501.E.9
OF THE CITY CODE.
* EACH GARAGE STRUCTURE WILL HAVE
ONE BAY INSTALLED WITH ONE 208V
OUTLET FOR FUTURE EV CHARGING
STATIONS (DENOTED IN TRANSPARENT
HATCH IN EACH GARAGE)
PROPOSED SITE PLAN:
PARCEL SIZE ± 7.17 AC
BUILDING UNIT INFORMATION:
STUDIO 20 UNITS
ONE BEDROOM 97 UNITS
TWO BEDROOM 126 UNITS
THREE BEDROOM 12 UNITS
TOTAL UNITS 255 UNITS
TOTAL BEDS 405 BEDS
*REQUIRED PARKING:
MIN. REQUIRED 1.0 SPACES/UNIT
MAX. REQUIRED 2.5 SPACES/UNIT
TOTAL MINIMUM
PARKING REQUIRED 255 SPACES
**REQUIRED ADA PARKING:
TOTAL ADA
PARKING STALLS 9 SPACES
(VAN ACCESSIBLE) 2 SPACES
PARKING SUMMARY:
SURFACE PARKING 333 SPACES
EV INSTALLED 2 SPACES
GARAGE PARKING 68 SPACES
EV READY 8 SPACES
ADJACENT SPACES
ON JELLISON STREET 20 SPACES
TOTAL PARKING 425 SPACES
PARKING RATIO 1.31
ADA PARKING SUMMARY:
TOTAL ADA PARKING 9 SPACES
(VAN ACCESSIBLE)3 SPACES
REQUIRED SETBACKS:
SIDE (MIN.)0'
REAR (MIN.)5'
BICYCLE PARKING:
MIN. REQUIRED 64 (1 PER 4 UNITS)
PROVIDED 66
REQUIRED BUILD-TO AREAS:
REQ PR PR(%)
PRIMARY STREET
(KIPLING STREET - BLDG3)
FRONTAGE = 0-20' (MIN.)50%336.1'65.7%
SECONDARY STREET
(W 45TH STREET - BLDG3)
FRONTAGE = 0-20' (MIN.)30%174.3'65.1%
SECONDARY STREET
(W 44TH STREET - BLDG2)
FRONTAGE = 0-20' (MIN.)30%244.0'82.3%
SECONDARY STREET
(JELLISON STREET - BLDG2)
FRONTAGE = 0-20' (MIN.)30%234.7'66.5%
OPEN SPACE REQUIREMENTS:
REFER TO LANDSCAPE REQUIREMENTS CHART ON
"LANDSCAPE OVERALL" SHEET
OWNER:
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/16/2024 SP-07
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
STACK AT WHEAT RIDGE SITE PLAN
A SITE PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
A PART OF THE 22ND SECTION, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON,
STATE OF COLORADO
OF 252
COMMON NAME % OF MIX
0.15
4.35
3.75
3.00WESTERN WHEATGRASS
SAND DROPSEED
BLUE GRAMA
BUFFALOGRASS
15.00 PLS/ACRE
25%
20%
29%
1%
100%TOTAL
NATIVE PRAIRIE MIX BY PAWNEE BUTTES SEED, INC.
PLS/ACRE
0.75
3.00
GREEN NEEDLEGRASS
SIDEOATS GRAMA 20%
5%
*IF BROADCAST METHOD IS USED, RATES SHALL BE DOUBLED
VorTEX TEXAS HYBRID BLUEGRASS BLEND
SOD: VorTEX TEXAS HYBRID BLEND BY KORBY SOD, LLC
CODE QTY BOTANICAL NAME COMMON NAME ROOT SIZE
DECIDUOUS TREES
CA SP 6 CATALPA SPECIOSA NORTHERN CATALPA B & B 2"CAL
CE OC 7 CELTIS OCCIDENTALIS COMMON HACKBERRY B & B 2"CAL
GI AG 5 GINKGO BILOBA `AUTUMN GOLD` TM AUTUMN GOLD GINKGO B & B 2"CAL
GL SH 6 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM SHADEMASTER LOCUST B & B 2"CAL
GY DI 11 GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2"CAL
EVERGREEN TREES
PI HO 6 PICEA PUNGENS 'HOOPSII'HOOPSII COLORADO SPRUCE B & B 6` HEIGHT
PI LA 2 PINUS CONTORTA LATIFOLIA LODGEPOLE PINE B & B 6` HEIGHT
PI ED 4 PINUS EDULIS PINON PINE B & B 6` HEIGHT
PI HE 8 PINUS HELDREICHII BOSNIAN PINE B & B 6` HEIGHT
ORNAMENTAL TREES
AC FL 10 ACER GINNALA `FLAME`FLAME AMUR MAPLE B & B 2" CAL.
CR CR 15 CRATAEGUS CRUS-GALLI INERMIS `CRUSADER`CRUSADER COCKSPUR HAWTHORN B & B 2" CAL.
MA SS 8 MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 2" CAL.
PY CA 4 PYRUS CALLERYANA CHANTICLEER CHANTICLEER PEAR B & B 2" CAL.
UPRIGHT EVERGREEN SHRUBS
JU SP 52 JUNIPERUS CHINENSIS `SPARTAN`SPARTAN JUNIPER B & B 6` HEIGHT
JU WO 160 JUNIPERUS SCOPULORUM `WOODWARD`WOODWARD COLUMNAR JUNIPER B & B 6` HEIGHT
JU SK 50 JUNIPERUS SCOPULORUM 'SKYROCKET'SKYROCKET JUNIPER B & B 6` HEIGHT
DECIDUOUS SHRUBS
AR TR 18 ARTEMISIA TRIDENTATA BIG SAGEBRUSH CONT.#5
CH NN 173 CHRYSOTHAMNUS NAUSEOSUS NAUCEOSUS BABY BLUE RABBITBRUSH CONT.#5
CO HA 26 CORNUS ALBA `BAILHALO` TM IVORY HALO DOGWOOD CONT.#5
CO KE 81 CORNUS SERICEA `KELSEYI`KELSEYI DOGWOOD CONT.#5
PH MO 126 PHYSOCARPUS MONOGYNUS MOUNTAIN NINEBARK CONT.#5
PR BE 20 PRUNUS BESSEYI WESTERN SAND CHERRY CONT.#5
PR PB 58 PRUNUS BESSEYI PAWNEE BUTTES CREEPING WESTERN SAND CHERRY CONT.#5
RI AU 58 RIBES AUREUM GOLDEN CURRANT CONT.#5
RO WO 98 ROSA WOODSII MOUNTAIN ROSE CONT.#5
SY MK 26 SYRINGA PATULA `MISS KIM`MISS KIM LILAC CONT.#5
SY VU 4 SYRINGA VULGARIS COMMON PURPLE LILAC CONT.#5
EVERGREEN SHRUBS
AR PA 57 ARCTOSTAPHYLOS X COLORADOENSIS `PANCHITO`PANCHITO MANZANITA CONT.#5
JU BH 69 JUNIPERUS HORIZONTALIS `BAR HARBOR`BAR HARBOR CREEPING JUNIPER CONT.#5
PI MO 36 PINUS MUGO `MOPS`MUGO PINE CONT.#5
ORNAMENTAL GRASSES
CA KF 347 CALAMAGROSTIS X ACUTIFLORA `KARL FOERSTER`KARL FOERSTER FEATHER REED GRASS CONT.#1
MU RE 39 MUHLENBERGIA REVERCHONI `UNDAUNTED`UNDAUNTED MUHLY CONT.#1
NA TE 199 NASSELLA TENUISSIMA MEXICAN FEATHER GRASS CONT.#1
PA HM 101 PANICUM VIRGATUM `HEAVY METAL`BLUE SWITCH GRASS CONT.#1
PE BU 37 PENNISETUM ALOPECUROIDES 'LITTLE BUNNY'LITTLE BUNNY FOUNTAIN GRASS CONT.#1
PE KR 150 PENNISETUM ORIENTALE `KARLEY ROSE`KARLEY ROSE FOUNTAIN GRASS CONT.#1
SP HE 196 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED CONT.#1
PERENNIALS
AC MI 13 ACHILLEA MILLEFOLIUM COMMON YARROW CONT.#1
AC MO 96 ACHILLEA X `MOONSHINE`MOONSHINE YARROW CONT.#1
EC PU 34 ECHINACEA PURPUREA PURPLE CONEFLOWER CONT.#1
PE PP 111 PENSTEMON MEXICALI `PIKE`S PEAK PURPLE`PIKES PEAK PURPLE PENSTEMON CONT.#1
RU FU 69 RUDBECKIA FULGIDA `GOLDSTRUM`BLACK-EYED SUSAN CONT.#1
SA MN 34 SALVIA X SYLVESTRIS `MAY NIGHT`MAY NIGHT SALVIA CONT.#1
SE AJ 103 SEDUM X `AUTUMN JOY`AUTUMN JOY SEDUM CONT.#1
PLANT SCHEDULE
LANDSCAPE
SCHEDULES
OWNER:
DATE:
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
LANDSCAPE NOTES
1.LANDSCAPING SHALL BE PLANTED AND MAINTAINED BY THE OWNER, SUCCESSOR, AND/OR ASSIGNS. SHOULD ANY PLANT
MATERIAL DIE, IT SHALL BE REPLACED WITH SIMILAR PLANT MATERIAL WITHIN ONE PLANTING SEASON.
2.ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH THE CITY OF WHEAT RIDGE LANDSCAPE ORDINANCE, SECTION 26 OF THE
ZONING RESOLUTION.
3.NO PLANT MATERIAL OR WATER EMITTING IRRIGATION COMPONENT SHALL BE LOCATED WITHIN THE IRRIGATION SETBACK
IDENTIFIED IN THE SOILS REPORT.
4.INSURE THAT POSITIVE DRAINAGE IS MAINTAINED AWAY FROM BUILDING FOUNDATION IN CONFORMANCE WITH THE ENGINEERED
GRADING PLAN AND THE SOILS REPORT.
5.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF ONE YEAR. CONTRACTOR SHALL REMOVE ALL STAKING
AND GUYING, PRIOR TO THE FINAL, ONE YEAR WALK THROUGH.
6.TO THE GREATEST EXTENT POSSIBLE, TOPSOIL WILL BE STOCKPILED ON SITE TO USE FOR LANDSCAPE PLANTING.
7.SOIL PREPARATION FOR ALL CURRENT AND FUTURE NON-HARDSCAPE AREAS SHALL INCLUDE ORGANIC MATTER AND SHALL BE
ADDED AT A RATE OF FOUR CUBIC YARDS PER ONE THOUSAND SQUARE FEET AND TILLED 8" DEPTH INTO THE SOIL. AN INSPECTION
AND AFFIDAVIT REGARDING SOIL PREPARATION WILL BE REQUIRED.
8.NO TREE OR SHRUB SHALL BE PLANTED WITHIN THREE (3) FEET OF A FIRE HYDRANT. CONTACT OWNER'S REPRESENTATIVE FOR
RELOCATION IF DISCREPANCY OCCURS. TREES SHALL NOT BE LOCATED WITHIN 10' OF SANITARY SEWER OR STORM SEWER LINES
TO CENTER OF TREE. CONTACT THE OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS.
9.ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. 3" DEPTH 1 1/2" LOCAL RIVER ROCK MULCH OVER SPECIFIED GEOTEXTILE WEED
CONTROL FABRIC UNLESS NOTED OTHERWISE ON PLAN. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL BE MULCHED
WITH 3" DEPTH GORILLA HAIR CEDAR. NO WEED CONTROL FABRIC IS REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS.
10.SHRUB BEDS ARE TO BE CONTAINED BY 4" X 1/8" THICK GALVANIZED EDGER WITH ROLLED EDGE, RYERSON OR APPROVED EQUAL.
EDGER IS NOT REQUIRED WHEN ADJACENT TO CURBS, WALLS OR WALKS.
11.ALL LANDSCAPED AREAS AND PLANT MATERIAL, EXCEPT FOR NON-IRRIGATED NATIVE AREAS, MUST BE WATERED BY AN
AUTOMATIC UNDERGROUND IRRIGATION SYSTEM.
12.DO NOT DISTURB THE EXISTING PAVING, LIGHTING, LANDSCAPING OR IRRIGATION THAT EXISTS ADJACENT TO THE SITE UNLESS
OTHERWISE NOTED ON THE PLAN. CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO EXISTING SITE CONDITIONS.
13.ALL TREES MUST BE SURROUNDED BY AN AREA OF MULCH NO LESS THAN 2 FEET FROM THE TRUNK AND NO LESS THAN 4 FEET IN
DIAMETER. MULCH DEPTH TO BE 3" MINIMUM OF LOCAL CHIPPED TREE MULCH, NON-TREATED AND NON COLORED. MULCH
AROUND TREES IN DRYLAND SEED AND SOD SHALL BE CEDAR MULCH.
14.GRADING SHALL BE SMOOTH-FLOWING WITH POSITIVE DRAINAGE IN ALL AREAS INCLUDING AWAY FROM ALL BUILDINGS OR
STRUCTURES. THE CONTRACTOR IS TO NOTIFY THE OWNER'S REPRESENTATIVE TO CLARIFY ANY PROBLEMS THAT MAY ARISE
REGARDING DRAINAGE.
15.ROCK MULCH MAY BE USED WHERE PERENNIALS AND SHRUBS ARE PLANTED BUT A SWATH OF WOOD MULCH SHOULD BE USED
BENEATH THE TREES THAT WOULD EXTEND 6" BEYOND THE DRIPLINE OF THE TREES PLANTED. DEPENDING ON THE SIZE/SPECIES
OF THE TREES, THIS WIDTH COULD VARY BUT AN AVERAGE UNIFORM WIDTH OF 6' MUST BE PROPOSED.
16.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ENSURE ALL UTILITY PANELS, GROUND-MOUNTED HVAC UNITS, UTILITY
PEDESTALS, AND SIMILAR FEATURES ARE ADEQUATELY SCREENED FROM VIEW. IF ANY SUCH UTILITY FEATURES ARE NOT SHOWN
ON THE SDP, ADDITIONAL LANDSCAPING AND SCREENING MAY BE REQUIRED BASED UPON FIELD CONDITIONS DURING THE SITE
INSPECTION.
17.ALL TREE SPECIES SELECTION ADJACENT TO FIRE LINE ACCESS SHALL NOT CREATE A CANOPY AT MATURITY THAT COULD
INTERFERE WITH THE REQUIRED FIRE ACCESS. THE DEVELOPER AND THEIR SUCCESSORS SHALL MAINTAIN LONG TERM BRANCH
PRUNING TO ENSURE THE FIRE LANE ACCESS REMAINS CLEAR OF OBSTRUCTING BRANCHES.
18.A 3'-0" CLEAR SPACE SHALL BE MAINTAINED AROUND ALL FIRE HYDRANTS AND NOT OBSTRUCTED.
19.TREES WITHIN THIS DEVELOPMENT, WHEN FULLY MATURE, SHALL PROVIDE AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13'-6".
GENERAL NOTES
1.THESE PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION OR PERMITTING UNLESS STATED FOR
SUCH USE IN THE TITLE BLOCK.
2.SIGHT TRIANGLES AND SIGHT LINES SHALL REMAIN UNOBSTRUCTED BY EQUIPMENT,
CONSTRUCTION MATERIALS, PLANT MATERIAL OR ANY OTHER VISUAL OBSTACLE DURING THE
CONTRACT PERIOD AND AT MATURITY OF PLANTS PER LOCAL JURISDICTIONAL REQUIREMENTS. NO
PLANT MATERIAL OTHER THAN GROUND COVER IS ALLOWED TO BE PLANTED ADJACENT TO FIRE
HYDRANTS AS STIPULATED BY JURISDICTIONAL REQUIREMENTS.
3.WITHIN THE AREA OF SIGHT TRIANGLES, THERE SHALL BE NO FENCE, WALL, LANDSCAPING,
STRUCTURE OR OTHER OBSTRUCTION TO VIEW MORE THAN (36) INCHES IN HEIGHT, OR TREES
WITH FOLIAGE OR SIGNS LOWER THAN EIGHT (96) INCHES IN HEIGHT (MEASURED FROM THE EDGE
OF THE STREET/ROAD SURFACE) REFER TO SECTION 26_603 OF THE CITY'S ZONING RESOLUTION.
4.LOCAL, STATE AND FEDERAL JURISDICTIONAL REQUIREMENTS, RESTRICTIONS OR PROCEDURES
SHALL SUPERSEDE THESE PLANS, NOTES AND SPECIFICATIONS WHEN MORE STRINGENT. NOTIFY
THE OWNER'S REPRESENTATIVE IF CONFLICTS OCCUR.
5.PRIOR TO THE PLACEMENT, ERECTION, OR CONSTRUCTION OF ANY NEW STRUCTURES, SIGNS,
FENCES, RETAINING WALLS, ETC., ON THIS PROPERTY, ALL REQUIRED PERMITS MUST BE OBTAINED
FROM JEFFERSON COUNTY AND THE CITY OF WHEAT RIDGE.
6.RESIDENTIAL OWNER SHALL BE RESPONSIBLE FOR THE WORK INVOLVED IN MAINTAINING TRACT A
AS DESCRIBED ON THE PLAT (“TRACT A”), WHICH TRACT A IS OWNED BY THE ADJACENT OWNER.
ADJACENT OWNER SHALL BE RESPONSIBLE FOR FIFTY PERCENT (50%) OF THE COST OF ONGOING
MAINTENANCE AND REPAIR OF TRACT A, AND SHALL PAY SUCH COSTS TO RESIDENTIAL OWNER
WITHIN THIRTY (30) DAYS OF ADJACENT OWNER'S RECEIPT OF A WRITTEN INVOICE AND
COMMERCIALLY REASONABLE DOCUMENTATION DETAILING SUCH COSTS. IF ADJACENT OWNER
FAILS TO PAY SUCH COSTS PRIOR TO THE END OF THE THIRTY (30) DAY PERIOD, AND FAILS TO PAY
SUCH COSTS WITHIN TEN (10) DAYS OF RECEIPT OF A NOTICE OF NON-PAYMENT FROM
RESIDENTIAL OWNER, THEN RESIDENTIAL OWNER SHALL HAVE ALL RIGHTS AND REMEDIES AT LAW
AND IN EQUITY FOR SUCH FAILURE.
3
AMENITY SCHEDULE
ITEM DESCRIPTION MANUFACTURER CONTACT PRODUCT NAME COLOR/FINISH NOTES
BENCH VICTOR STANLEY
PATTY TORBOLI
301.855.8300
pattyt@victorstanley.com
RMS-24, 6-FOOT
STAINLESS STEEL BENCH BLACK
SURFACE MOUNT. INSTALL PER
MANUFACTURER SPECIFICATIONS, OR
CLIENT APPROVED EQUAL.
TRASH RECEPTACLE VICTOR STANLEY
PATTY TORBOLI
301.855.8300
pattyt@victorstanley.com
SD-35, 35 GALLON TRASH
RECEPTACLE, WITH SIDE
DOOR OPENING AND
TAPERED LID
BLACK
SURFACE MOUNT. INSTALL PER
MANUFACTURER SPECIFICATIONS, OR
CLIENT APPROVED EQUAL.
PET WASTE STATION PET WASTE STATION N/A DL-PWS100, ALUMINUM
PET WASTE STATION BLACK
IN-GROUND (IG) MOUNT, PER
MANUFACTURER SPECIFICATIONS, OR
CLIENT APPROVED EQUAL
OUTDOOR PET
DRINKING FOUNTAIN MDF 901-867-0039
www.mostdependable.com 300 SM BLACK
INSTALL PER MANUFACTURER
SPECIFICATION, DRAIN TO SUB-GRADE
AGGREGATE SUMP WITH FILTER FABRIC.
RE: PLUMBING FOR POTABLE WATER
SERVICE CONNECTION.
BIKE RACK VICTOR STANLEY
PATTY TORBOLI
301.855.8300
pattyt@victorstanley.com
BRWS-101 SURFACE
MOUNT BLACK
SURFACE MOUNT. INSTALL PER
MANUFACTURER SPECIFICATIONS, AND
PER CITY OF WHEAT RIDGE
REQUIREMENTS. RE: DETAIL 7 BIKE RACK,
SHEET 11
ROUND FIRE
FEATURE PALOFORM PALOFORM.COM BOL CORTEN 42"FINISH: CORTEN
STEEL
INSTALL PER MANUFACTURER'S
SPECIFICATIONS. BURNER MEDIA: LAVA
ROCK, TOPPING: RIVER ROCK (GREY)
4' ALUMINUM FENCE N/A N/A CUSTOM COLOR: BLACK
FINISH: SEMI-GLOSS RE: DETAIL 1, SHEET 12
6' ALUMINUM FENCE N/A N/A CUSTOM COLOR: BLACK
FINISH: SEMI-GLOSS RE: DETAIL 1, SHEET 12
ALUMINUM GATE N/A N/A CUSTOM COLOR: BLACK
FINISH: SEMI-GLOSS
RE: DETAIL 2 SHEET 12, AND DETAIL 3,
SHEET 12.
GAS GRILL
PERFORMANCE
GRILLING SYSTEM
(OR CLIENT APPROVED
EQUAL)
N/A
PGS T-SERIES
COMMERCIAL 39" BUILD-IN
NATURAL GAS GRILL WITH
TIMER, MODEL
#S36TNGGRILL
FINISH: STAINLESS
STEEL
INSTALL PER MANUFACTURER
SPECIFICATION, REFER TO PLANS FOR
LOCATION. OPERATION: GRILL NEEDS A
NATURAL GAS LINE TO PROVIDE NO LESS
THAN 67,000 BTU'S, CONTRACTOR TO
INSTALL TIMER AND AUTOMATIC SHUT OFF.
GRILL ACCESS DOOR
BBQ GUYS
(OR CLIENT APPROVED
EQUAL)
1-877-743-2269
www.bbqguys.com
MODEL MDS L30, PGS ,
STAINLESS STEEL
ACCESS DOOR
FINISH: STAINLESS
STEEL
INSTALL PER MANUFACTURER'S
SPECIFICATIONS
OUTDOOR PUMP
WITH GAUGE SARIS INFRASTRUCTURE WWW.SARISINFRASTRUCTURE.
COM 800.783.7257 26246 BLACK INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
PUBLIC WORK STAND SARIS INFRASTRUCTURE WWW.SARISINFRASTRUCTURE.
COM 800.783.7257 26302BLK BLACK INSTALL PER MANUFACTURER'S
SPECIFICATIONS.
PICNIC TABLE VICTOR STANLEY
PATTY TORBOLI
301.855.8300
pattyt@victorstanley.com
A-304 OR APPROVED
EQUAL BLACK
SURFACE MOUNT. INSTALL PER
MANUFACTURER SPECIFICATIONS, AND
PER CITY OF WHEAT RIDGE
REQUIREMENTS. RE: DETAIL 3 PICNIC
TABLE, SHEET 15
PLANTER POT AT
POOL
TOURNESOL OR
APPROVED EQUAL TOURNESOL.COM DR-3600
GFRC LIGHTWEIGHT
CONCRETE SHADOW
ACID ETCH
INSTALL PER MANUFACTURER
SPECIFICATIONS, CONNECT TO IRRIGATION
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
All SITE FURNISHINGS AND FURNITURE NOT LISTED WITHIN THIS AMENITY SCHEDULE ARE BY OWNER
MATERIAL SCHEDULE (CONTRACTOR TO SUBMIT SAMPLES FOR ALL ITEMS IN MATERIAL SCHEDULE FOR OWNER / ARCHITECT REVIEW AND APPROVAL.)
ITEM DESCRIPTION PROVIDER CONTACT SIZE / DIMENSIONS PRODUCT NAME COLOR / FINISH NOTES
CONCRETE
FLATWORK N/A N/A SAWCUT JOINTS N/A STANDARD GRAY, BROOM
FINISH
REFER TO SPECIFICATIONS FOR CONCRETE MIX AND CONSTRUCTION PER
CIVIL (4,000 PSI WITH FIBER MESH)
ENHANCED
CONCRETE (POOL
DECK)
N/A N/A
BROOM FINISH, ANGLED /
SPECIAL JOINTING
REFER TO HARDSCAPE
PLAN FOR JOINTING
N/A
COLOR: STANDARD GREY
FINISH: BROOM FINISH,
ANGLED / SPECIAL
JOINTING
4" DEPTH (REFER TO GEOTECHNICAL REPORT), WITH REINFORCEMENT OVER
6" DEPTH ROAD BASE, REFER TO SPECIFICATIONS FOR CONCRETE MIX AND
CONSTRUCTION. CONTRACTOR TO PROVIDE A 4'X4' MOCK UP FOR APPROVAL.
PEDESTRIAN
PAVERS
BELGARD OR
APPROVED EQUAL
888.868.0204
www.belgard.com 3PC: 6"X12", 9"X12", 12"X12"
CATALINA SLATE (OR APPROVED
EQUAL) 60 MM, PATTERN "A" (RE:
MANUFACTURERS TEMPLATE)
COLOR: VICTORIAN (OR
APPROVED EQUAL)
INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE
A 4'X4' MOCK UP FOR APPROVAL.
ARTIFICIAL TURF
(POOL AMENITY)
SHAW GRASS OR
APPROVED EQUAL
1-866-789-7429
www.SHAWGRASS.com N/A RESERVE 346SG N/A INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE
MATERIAL SAMPLER FOR APPROVAL.
ARTIFICIAL TURF
(DOG PARK)
FOREVER LAWN
OR APPROVED EQUAL
866-992-7876
www.K9GRASS.com N/A K9 GRASS ELITE N/A INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE
MATERIAL SAMPLER FOR APPROVAL.
RIVER ROCK
MULCH
PIONEER SAND
COMPANY OR
APPROVED EQUAL
866.600.0652
www.pioneersand.com 1.5" (3" MIN DEPTH)LOCAL RIVER ROCK LOCAL RIVER ROCK,
COLORADO
CONTRACTOR TO PROVIDE A ONE QUART CLEAR PLASTIC BAG (ZIPLOC TYPE)
OR APPROPRIATE CONTAINER FOR APPROVAL.
CRUSHER FINES
PIONEER SAND
COMPANY OR
APPROVED EQUAL
866.600.0652
www.pioneersand.com
3
8" MINUS GRANITE (4 MIN
DEPTH)GREY BREEZE GREY CONTRACTOR TO PROVIDE A ONE QUART CLEAR PLASTIC BAG (ZIPLOC TYPE)
OR APPROPRIATE CONTAINER FOR APPROVAL. ADDITIVE FOR STABILIZATION.
BOULDER
PIONEER SAND
COMPANY OR
APPROVED EQUAL
866.600.0652
www.pioneersand.com 4', 3', & 2' BOULDERS BROWN GRANITE BOULDER WITH
MOSS GREY REFER TO PLANS FOR BOULDER QUANTITIES. CONTRACTOR TO PROVIDE LIKE
TYPE PHOTOS FOR APPROVAL.
WALL CAP N/A N/A SEE PLAN FOR DIMENSION PRECAST CONCRETE CAP
TAN BLEND FOR VENEER
WALLS, TO MATCH ARCH;
ONYX BLOCK FOR CMU
WALL TO MATCH
INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE
SAMPLE FOR APPROVAL.
STONE VENEER N/A N/A REFER TO PLANS AND
LANDSCAPE DETAILS
VENEER TO MATCH
ARCHITECTURE RE: ARCHITECTURE INSTALL PER MANUFACTURER'S SPECIFICATIONS
COUNTER TOP 5280 STONE OR
APPROVED EQUAL
303.450.3064
www.5280stone.com
3CM THICKNESS, RE:
DETAILS FOR DIMENSIONS GRANITE COUNTER TOP LIBRA INSTALL PER MANUFACTURER'S SPECIFICATIONS. SEE POOL DECK GRILL
DETAIL
BURNISHED CMU
BLOCK
RCP BLOCK & BRICKS
OR APPROVED EQUAL 800.794.4727 8"X8"X16"SPLITFACE CONCRETE BLOCKS ONYX INSTALL PER MANUFACTURER'S SPECIFICATIONS.
DRIVABLE PAVERS BELGARD OR
APPROVED EQUAL
888.868.0204
www.belgard.com 3PC: 6"X6", 6"X12", 12"X12"
MODULINE SERIES (OR APPROVED
EQUAL) 80 MM, PATTERN "A" (RE:
MANUFACTURERS TEMPLATE)
COLOR: VICTORIAN (OR
APPROVED EQUAL)
INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR TO PROVIDE
A 4'X4' MOCK UP FOR APPROVAL.
A
B
C
D
E
F
G
H
I
J
K
L
M
CM AL
,
M
D
W
W
W
W
W
W
W
W W W W W
W
W
W W W W
W
W
W
SSSSSS
SS
SS
SS
SS
SS
W W W W
W
W
W
W
W
W
W
W W
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BIKE RACKS (5)
KI
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WEST 44TH AVENUE
(R.O.W. VAR.)
WEST 45TH PLACE
UNPLATTED
JEFFERSON COUNTY SCHOOL
DISTRICT R1
TR
A
C
T
A
ZO
N
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D
M
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-
C
UNPLATTED
R-2
LOT 2, BLOCK 1, KETELSEN ADDITION
MINOR SUB. REC F172400
LOT 2, BLOCK 1
CHADO SUBDIVISION
REC 91016826
BUILDING 3
BUILDING 2
BUILDING 1
GARAGE #4
GARAGE #8
GA
R
A
G
E
#
6
GARAGE #2
GARAGE #1
POOL
GARAGE #3
GA
R
A
G
E
#
7
GA
R
A
G
E
#
5
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
4' ALUMINUM FENCE
POOL FENCE
RETAINING WALL
BIKE RACKS (7)
BIKE RACKS (15)
OFF SITE IMPROVEMENTS BY OTHERS
OFF SITE IMPROVEMENTS BY OTHERS
FREE STANDING WALL
BIKE RACKS (3)BIKE RACKS (3)
DOG PARK
NEW PROPERTY LINE FOR BUS STOP ROW
DEDICATION (FILING BY OTHERS) RE: CIVIL
NEW PROPERTY LINE FOR XCEL TRANSFORMER
DEDICATION (FILING BY OTHERS) RE: CIVIL
LANDSCAPE
OVERALL
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
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W
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P
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 4020 80
SCALE 1" = 40'
R
CRUSHER FINES
EASEMENT LINE
LEGEND
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
EVERGREEN SHRUBS
DECIDUOUS SHRUBS
ARTIFICIAL TURF
COBBLE (4"-6")
PROPERTY LINE
NON-IRRIGATED NATIVE SEED
LANDSCAPE REQUIREMENTS CHART
REQUIRED PROPOSED
KIPLING STREET
(511 LF PUBLIC FRONTAGE, 1 TREE PER 30 LF)
17 22
KIPLING STREET
(511 LF STREET TREES, 1 TREE PER 35 LF)
15 N/A PROVIDED BY SELLER
W 45TH PLACE
(225 LF PUBLIC FRONTAGE, 1 TREE PER 30 LF)
8 8 *
W 45TH PLACE
(225 LF STREET TREES, 1 TREE PER 35 LF)
7 N/A PROVIDED BY SELLER
W 44TH AVE
(315 LF PUBLIC FRONTAGE, 1 TREE PER 30 LF)
11 15
W 44TH AVE
(315 LF STREET TREES, 1 TREE PER 35 LF)
9 N/A PROVIDED BY SELLER
JELLISON STREET
(252 LF PUBLIC FRONTAGE, 1 TREE PER 30 LF)
9 10 *
JELLISON STREET
(252 LF STREET TREES, 1 TREE PER 35 LF)
8 N/A PROVIDED BY SELLER
ON-SITE TREES
(1 TREE PER 1,000SF OF REQ. LS AREA)
56 56 *
ON-SITE SHRUBS
(10 SHRUBS PER 1,000SF OF REQ. LS AREA)
557 2,641 (INCLUDES SHRUBS &
ORNAMENTAL GRASSES)
PARKING ISLANDS **
(1 TREE AND 4 SHRUBS PER REQUIRED ISLANDS)
36 ISLANDS (36 TREES AND 144
SHRUBS)
36 ISLANDS (15 TREES AND 197
SHRUBS) ***
* SHRUB EQUIVALENTS (1 TREE EQUIVALENT TO 10 SHRUBS).
** 1 PARKING LOT ISLAND REQUIRED PER 30 PARKING SPACES.
*** DUE TO UNDERGROUND UTILITY EASEMENT, 21 ADDITIONAL PARKING ISLAND TREES HAVE BEEN RELOCATED ELSEWHERE ON SITE
OPEN SPACE CHART
REQUIRED PROPOSED
TOTAL PROPERTY = 7.17 AC
OPEN SPACE 0.717 AC (10%)1.28 AC
USABLE OPEN SPACE 75% OF REQUIRED OPEN SPACE (0.537 AC)0.54 AC
PUBLIC AMENITY SPACE 1,600 SF 4,822 SF
4
NOTE: MINIMUM 1,600 SF PUBLIC AMENITY SPACE REQUIRED WITHIN THIS DEVELOPMENT
PAVERS (DRIVABLE)
CM AL
,
M
D
PAVERS (PEDESTRIAN)
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SSW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W
13
1
3
3
12
13
5
5
BUILDING 3
GARAGE #7
GA
R
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#
6
KI
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WEST 45TH PLACE
(3) JU WO
(6) JU WO
(5) JU WO
(1) CA SP
(1) GY DI
(9) JU SK
(11) JU SK
(3) JU WO
(1) GL SH
ALL ROW LANDSCAPING BY OTHERS,
NOT PART OF THIS SDP
ALL ROW LANDSCAPING BY
OTHERS, NOT PART OF THIS SDP
(4) PR PB
(2) RO WO
(4) NA TE
(2) PA HM
(2) SP HE
(4) PE KR
(6) CH NN
(2) AR PA (3) PH MO
(2) NA TE
(2) PI MO
(6) CA KF
(5) CO KE (6) CO HA
(4) MU RE
(1) PI MO (3) PA HM
(9) CH NN
(2) MU RE
(2) PI MO
(1) PE KR
(3) JU BH
(2) SP HE
(8) CA KF
(2) RO WO
(1) PR BE
(2) JU BH
(4) NA TE
(2) SP HE
(2) PI MO
(2) AR PA
(2) CA KF
(2) PE KR
(2) CH NN
(1) PR PB
(3) SP HE (1) SP HE
(3) JU BH
(2) PR PB
(2) PE KR
(2) MU RE
(1) RO WO
(3) PR PB
(3) JU BH
(6) CA KF
(1) RO WO
(8) NA TE
(12) CH NN
(6) PE KR
(3) PR PB
(3) CA KF
(3) JU BH
(2) RO WO
(3) SP HE
(1) PI MO
(2) NA TE
(11) CA KF
(2) PE KR
(1) SP HE
(3) CO KE
(3) PA HM
(7) CH NN
(1) PI MO
(3) PI MO
(6) CH NN
(13) CA KF
(3) CO KE
(5) PA HM
(3) CA KF
(2) CH NN
(1) PR PB
(3) SP HE
(1) RO WO
(2) PE KR
(3) AR PA
(3) CO KE
(1) AR PA
(2) CH NN
(4) CA KF
COLUMN &
METAL FENCE
UNDERGROUND DETENTION, TYP.
BY OTHERS
(1) AC FL
(1) AC FL
(1) AC FL
(2) CR CR
(1) AC FL
(1) AC FL
(9) SP HE
(5) AR PA (4) PR PB
(9) PE KR
(8) JU WO(4) NA TE
(6) CA KF
(6) PE KR
(3) JU BH
(7) JU WO
(1) JU WO
(1) JU SP
PET STATION
PET STATION
(4) SP HE
OUTDOOR PUMP WITH GAUGE
PUBLIC WORK STAND
BIKE RACK
(3) RO WO
(2) RO WO
(4) JU BH
(5) SP HE
(2) CR CRTRANSFORMER
TRANSFORMER
(2) PR BE
(3) RO WO
(5) PH MO
(4) SP HE
(4) AR TR
(12) PH MO
(12) SY MK
(10) JU BH
(6) PR BE
(12) CA KF
(7) CA KF
(2) RO WO
(6) RI AU
(4) JU BH
(3) SP HE
(4) CA KF
(4) PA HM
(3) CO KE
(5) PH MO
(1) MA SS
(1) PI HO
(1) PI HO
(1) PI HO
(1) MA SS
(2) AR PA
(1) PI HO
(1) AC FL
BIKE RACK
(13) PH MO
(6) JU SP
(6) RI AU
(8) SY MK
(1) MA SS
(3) RI AU
(1) JU SP
LIGHT, TYP.
(5) CH NN
(3) PE KR
(6) PE BU
(3) PE BU
(2) PI HO
(1) CE OC
(1) GY DI
(1) CA SP
NEW PROPERTY LINE FOR XCEL
TRANSFORMER DEDICATION
(FILING BY OTHERS) RE: CIVIL
LANDSCAPE
PLAN
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
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SI
T
E
P
L
A
N
WH
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 2010 40
SCALE 1" = 20'
R
KEY MAP
X
X
5 6
7 8
MATCH LINE (SHEET 7)
MA
T
C
H
L
I
N
E
(
S
H
E
E
T
6
)
LEGEND
CRUSHER FINES
EASEMENT LINE
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
SPADE CUT EDGER
PROPERTY BOUNDARY
FIRE HYDRANT
BIKE RACK (RE: SCHED. SHEET 3)
ARTIFICIAL TURF
PICNIC TABLE (RE: SCHED. SHEET 3)
BOULDERS (RE: SCHED. SHEET 3)
TRASH RECEPTACLE (RE: SCHED. SHEET 3)
COBBLE
ENLARGEMENT AREA
POOL FENCING (RE: DTL 1/12)
STEEL EDGER
BENCH (RE: SCHED. SHEET 3)
W WATER LINE
STORM SEWER LINE
S SANITARY LINE
LIGHT FIXTURE (RE: PHOTOMETRIC)
ST
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
DOG PARK FENCING (RE: DTL 1/12)
PET STATION (RE: SCHED. SHEET 3)
PAVERS (PEDESTRIAN)
PAVERS (DRIVABLE)
ANNUALS
5
CM AL
,
M
D
SSSSSSSSSSSS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
J
EV
EV
J
3
BUILDING 1
GARAGE #3
GARAGE #2
UNPLATTED
JEFFERSON COUNTY SCHOOL
DISTRICT R1
UNPLATTED
R-2
LOT 2, BLOCK 1, KETELSEN ADDITION
MINOR SUB. REC F172400
POOL SPA
POOL HOUSE
& RESTROOMS
DOG PARK
JE
L
L
I
S
O
N
S
T
R
E
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(11) JU SK
(1) GY DI
(5) JU WO
(1) GY DI
(6) JU WO
(1) CE OC(10) JU WO
(3) JU WO
(19) JU SP
(2) RO WO
(11) CA KF
(3) PA HM
(7) CH NN
(6) CH NN
(13) CA KF
(3) CO KE
(5) PA HM
(3) SP HE (3) PH MO
(2) PE KR
(2) NA TE
(2) CA KF (6) CH NN
(5) SP HE
(4) MU RE
(4) CH NN
(1) JU BH
(3) CH NN
(6) CA KF
(3) RI AU
(1) JU BH
(2) MU RE
(11) CA KF
(13) CA KF
(5) PE PP
(3) SE AJ
(3) RU FU
(1) SP HE
(2) RU FU
(2) MU RE
(10) CA KF
(9) CO KE
(4) MU RE
(2) PE KR
(6) SP HE
(6) NA TE
(2) PA HM
(1) PE KR
(2) AR PA
(3) PI MO(4) CH NN
(1) RO WO
(9) NA TE
(5) CO HA
(5) PE KR
(12) PA HM
(3) AR PA
(5) PH MO
(3) CH NN
(1) NA TE
(3) CA KF
(2) PE KR
(2) MU RE
(1) SP HE
(1) CH NN
(3) CH NN
ANNUAL PLANTING
BY OWNER, TYP.
(1) JU BH
(5) CH NN
(1) RO WO
(5) SP HE
(2) PI MO
(6) MU RE
(3) AC MO
(9) JU WO
PET STATION
(2) NA TE
(2) CH NN
(4) NA TE
(4) CH NN
(5) CH NN
(2) CA KF
(3) NA TE
(2) CA KF
(3) NA TE
(2) CA KF
GARAGE #1
(3) CH NN
(1) JU BH
(3) PE KR
(3) PE KR
(3) PE KR
(5) CA KF
(6) NA TE
(4) PE KR
(3) PE KR
(3) PR PB
(8) PE KR
(6) CA KF
(2) JU BH
(8) PE KR
(3) PR PB
(4) SP HE
TRANSFORMER
SECONDARY
MONUMENT
(19) JU WO
(6) CH NN
(4) PH MO
(5) CO HA
LIGHT, TYP.
LANDSCAPE
PLAN
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
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:
ST
A
C
K
A
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 2010 40
SCALE 1" = 20'
R
KEY MAP
X
X
5 6
7 8
MATCH LINE (SHEET 8)
MA
T
C
H
L
I
N
E
(
S
H
E
E
T
5
)
LEGEND
CRUSHER FINES
EASEMENT LINE
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
SPADE CUT EDGER
PROPERTY BOUNDARY
FIRE HYDRANT
BIKE RACK (RE: SCHED. SHEET 3)
ARTIFICIAL TURF
PICNIC TABLE (RE: SCHED. SHEET 3)
BOULDERS (RE: SCHED. SHEET 3)
TRASH RECEPTACLE (RE: SCHED. SHEET 3)
COBBLE
ENLARGEMENT AREA
POOL FENCING (RE: DTL 1/12)
STEEL EDGER
BENCH (RE: SCHED. SHEET 3)
W WATER LINE
STORM SEWER LINE
S SANITARY LINE
LIGHT FIXTURE (RE: PHOTOMETRIC)
ST
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
DOG PARK FENCING (RE: DTL 1/12)
PET STATION (RE: SCHED. SHEET 3)
PAVERS (PEDESTRIAN)
PAVERS (DRIVABLE)
ANNUALS
ENLARGEMENT (SHEET 10)
ENLARGEMENT (SHEET 9)
6
CM AL
,
M
D
5' CONCRETE WALK
4' ALUMINUM FENCING (TYP)
4' ALUMINUM FENCING (TYP)
16
1
13
1
GARAGE #8
LOT 2, BLOCK 1
CHADO SUBDIVISION
REC 91016826
WEST 44TH AVENUE
(R.O.W. VAR.)
KI
P
L
I
N
G
S
T
R
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T
(R
.
O
.
W
.
V
A
R
)
(1) CE OC
(1) CA SP
(1) GL SH
(3) PI ED
(4) PI HE
(2) CE OC
(1) CE OC
(6) JU WO
(1) CA SP
ALL ROW LANDSCAPING BY
OTHERS, NOT PART OF THIS SDP
GA
R
A
G
E
#
5
(6) PE KR
(2) RO WO
(1) SP HE
(1) JU BH
(3) RO WO
(2) PR PB
(1) AR PA
(1) NA TE
(4) SP HE
(2) RI AU
(1) AR PA
(1) PR PB
(3) AR TR
(1) AR PA
(3) CH NN
(1) SP HE
(6) CH NN
(6) PE KR
(6) PA HM
(1) AR PA
(2) CA KF
(2) PR PB
(1) SP HE
(1) AR PA
(1) JU BH
(3) NA TE
(6) CA KF
(2) PR PB
(2) PE KR
(1) SP HE
(1) AR PA
(1) JU BH
(3) CH NN
(6) CA KF
TRASH ENCLOSURE (RE: ARCH)UNDERGROUND DETENTION BY OTHERS,TYP.
(5) RI AU
COLUMN & METAL FENCE
(6) AR TR
TRANSFORMER
(2) PE KR
(7) PE KR
(7) JU WO
(7) PH MO
(1) CA SP
(3) CH NN
(3) RO WO
(3) CH NN
(5) AR TR
(1) PR BE
(3) RO WO
(1) PR BE
(5) JU BH
(2) RO WO
(3) PH MO
(2) RO WO
LIGHT, TYP.
NEW PROPERTY LINE FOR BUS
STOP ROW DEDICATION (FILING
BY OTHERS) RE: CIVIL
LANDSCAPE
PLAN
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 2010 40
SCALE 1" = 20'
R
LEGEND
CRUSHER FINES
EASEMENT LINE
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
SPADE CUT EDGER
PROPERTY BOUNDARY
FIRE HYDRANT
BIKE RACK (RE: SCHED. SHEET 3)
ARTIFICIAL TURF
PICNIC TABLE (RE: SCHED. SHEET 3)
BOULDERS (RE: SCHED. SHEET 3)
TRASH RECEPTACLE (RE: SCHED. SHEET 3)
COBBLE
ENLARGEMENT AREA
POOL FENCING (RE: DTL 1/12)
STEEL EDGER
BENCH (RE: SCHED. SHEET 3)
W WATER LINE
STORM SEWER LINE
S SANITARY LINE
LIGHT FIXTURE (RE: PHOTOMETRIC)
ST
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
DOG PARK FENCING (RE: DTL 1/12)
PET STATION (RE: SCHED. SHEET 3)
PAVERS (PEDESTRIAN)
PAVERS (DRIVABLE)
ANNUALS
KEY MAP
X
X
5 6
7 8
MATCH LINE (SHEET 5)
MA
T
C
H
L
I
N
E
(
S
H
E
E
T
8
)
EN
L
A
R
G
E
M
E
N
T
(
S
H
E
E
T
9
)
7
CM AL
,
M
D
W W W W W W W W W W
W
W
W
W
W
W
W
W
W
W
W
SSSS
W W W W W W W W
W
W
W
W
W
W
W
W
W
3
3
BUILDING 2
GARAGE #4
TR
A
C
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ZO
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WEST 44TH AVENUE
(R.O.W. VAR.)
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(3) JU WO
(3) JU WO
(2) GY DI
(1) CA SP
(4) JU WO
(1) GL SH
(1) JU WO
(1) MA SS
(1) PY CA
(1) MA SS
(1) JU WO
(4) JU WO
(1) JU WO
ALL ROW LANDSCAPING
BY OTHERS, NOT PART
OF THIS SDP
ALL ROW LANDSCAPING BY OTHERS,
NOT PART OF THIS SDP
(4) JU BH
(6) CA KF
(2) JU BH
(2) PR PB
(2) SP HE
(2) JU BH
(2) PE KR
(6) CA KF
(2) AR PA
(2) PR PB
(3) CH NN
(2) AR PA
(6) CA KF
(3) CH NN
(1) PR PB
(2) AR PA
(6) PA HM
(2) PE KR
(3) CH NN
(2) PR PB
(4) MU RE
(2) SP HE
(2) CH NN
(2) JU BH
(3) SP HE
(3) NA TE
(2) PR PB
(3) CA KF (2) PR PB
(3) SP HE
(2) CH NN
(3) PH MO
(4) CA KF
(5) CA KF
(4) NA TE
(15) PE PP
(6) RU FU
(6) AC MO
(3) PH MO
(2) PE KR
(1) SP HE
(2) CO KE
(3) PH MO
(3) CA KF
(3) NA TE
(6) CO KE
(2) AR PA
(2) PR PB
(3) CO KE
(2) RI AU
(2) MU RE
(1) NA TE
(1) PI MO
(5) RU FU
(1) CA KF
(2) SE AJ
(1) AR PA
(1) PR BE
(1) PA HM
(3) CA KF
(2) RO WO
(3) PR PB
(9) CA KF
(4) PH MO(3) CO HA
(1) SP HE
(2) NA TE
(9) AC MO
(5) PE KR
(6) CA KF
(8) SP HE
(1) RO WO
(2) PI LA
(2) AR PA
(4) NA TE
(3) CA KF
(1) PI ED
(6) CA KF
(3) RO WO
(1) JU WO
(1) SP HE
(2) PE KR
UNDERGROUND DETENTION BY OTHERS, TYP.
(2) PE KR
(1) CR CR
(2) CA KF
(3) NA TE
(3) SP HE(1) SP HE
(1) JU WO (3) CO HA
(1) SP HE
(3) SP HE
PET STATION
PET STATION
(4) RO WO
(2) PR PB
TRANSFORMER
(3) AR PA
(1) PY CA
(4) RI AU
(3) CH NN
(3) RI AU
(3) RO WO
(8) CO KE
(5) RI AU
(3) PI MO
(4) JU WO
(12) RO WO
(4) PI MO
(11) PH MO
(12) JU WO
(8) RI AU
(2) PR BE
(4) PA HM
(9) PH MO
(3) RO WO
(3) CH NN
(4) PE PP
(2) NA TE
(3) CR CR
(2) RI AU
(4) PH MO
(7) CH NN
(2) RO WO
(4) PH MO
(2) SY MK
(4) CH NN
(2) JU BH
LIGHT, TYP.
(1) JU BH(2) PY CA
(1) SY VU
(4) PR PB (1) CR CR
LANDSCAPE
PLAN
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
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A
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P
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A
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T
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D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 2010 40
SCALE 1" = 20'
R
KEY MAP
X
X
5 6
7 8
MATCH LINE (SHEET 6)
MA
T
C
H
L
I
N
E
(
S
H
E
E
T
7
)
LEGEND
CRUSHER FINES
EASEMENT LINE
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
SPADE CUT EDGER
PROPERTY BOUNDARY
FIRE HYDRANT
BIKE RACK (RE: SCHED. SHEET 3)
ARTIFICIAL TURF
PICNIC TABLE (RE: SCHED. SHEET 3)
BOULDERS (RE: SCHED. SHEET 3)
TRASH RECEPTACLE (RE: SCHED. SHEET 3)
COBBLE
ENLARGEMENT AREA
POOL FENCING (RE: DTL 1/12)
STEEL EDGER
BENCH (RE: SCHED. SHEET 3)
W WATER LINE
STORM SEWER LINE
S SANITARY LINE
LIGHT FIXTURE (RE: PHOTOMETRIC)
ST
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
DOG PARK FENCING (RE: DTL 1/12)
PET STATION (RE: SCHED. SHEET 3)
PAVERS (PEDESTRIAN)
PAVERS (DRIVABLE)
ANNUALS
EN
L
A
R
G
E
M
E
N
T
(S
H
E
E
T
9
)
8
CM AL
,
M
D
4' FENCE
(1) PA HM
(8) NA TE
(4) SE AJ
(7) AC MO
(2) MU RE
(8) PE PP
(1) MA SS
(2) GI AG
(2) AR PA
(1) JU BH
(6) PA HM
(1) JU BH
(8) PA HM
(3) CH NN
(2) AC FL
(3) AC MI
(4) AC MI
(2) GY DI
(3) CA KF
(8) JU WO
(10) JU SP
BUILDING 2
(3) RO WO
FURNITURE BY OWNER
(8) PE KR (3) CA KF
(3) PH MO
(5) CA KF
(10) PA HM
(6) AC MO(3) SP HE
(3) CA KF
(3) CA KF
(3) CA KF
(3) PE KR
(6) SP HE
(7) CA KF
(4) SY MK
5' CONCRETE WALK
GATE
CONCRETE EDGE
(1) AR PA
(3) PH MO
(3) RI AU
(3) RO WO
(8) CA KF
(3) RO WO
(10) SP HE
(1) GL SH
BENCH (TYP.)
BIKE RACK (TYP.)
MAINTENANCE
STATION (TYP.)
BIKE PUMP (TYP.)
(1) JU BH
(3) SP HE
(2) MA SS
(1) CE OC
(2) PH MO
(4) RI AU
(3) RO WO
(1) RI AU
12
5
15
3
11
7
13
6
11
8
12
1
12
1
15
5
PICNIC TABLE JJ
E
(1) JU BH
(3) JU WO
(3) SP HE
(3) JU SK
(6) PA HM
(2) GY DI
(5) PA HM
(2) AR PA(2) AR PA
(2) SP HE
(3) JU SK
(5) PA HM
(5) PA HM
(3) JU SK
(1) GY DI
(1) JU BH
(1) CO HA
(3) CA KF
(5) CA KF
(2) JU BH
(3) PH MO
GARAGE #3
(3) SP HE
(4) SP HE
(3) CA KF
PET FOUNTAIN
ARTIFICIAL TURF
TRASH RECEPTACLE
PET STATION
(1) PE KR
GATE - DOG PARK, TYP.
DOG PARK FENCING 4'-6"
BENCH (TYP.)
(3) PA HM
(2) AC FL
2
3
12
2
12
1
12
5
4
TRENCH DRAIN, RE: CIVIL
LANDSCAPE
ENLARGEMENT
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
WH
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 105 20
SCALE 1" = 10'
R
LEGEND
CRUSHER FINES
EASEMENT LINE
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
PROPERTY BOUNDARY
BIKE RACK (RE: SCHED. SHEET 3)
ARTIFICIAL TURF
BOULDERS (RE: SCHED. SHEET 3)
TRASH RECEPTACLE (RE: SCHED. SHEET 3)
COBBLE
ENLARGEMENT AREA
POOL FENCING (RE: SCHED. SHEET 3)
STEEL EDGER
BENCH (RE: SCHED. SHEET 3)
LIGHT FIXTURE (RE: PHOTOMETRIC)
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
DOG PARK FENCING (RE: SCHED. SHEET 3)
PET STATION (RE: SCHED. SHEET 3)
KEY MAP
X
X
ENLARGEMENT A ENLARGEMENT B
A
B
9
PICNIC TABLE (RE: SCHED. SHEET 3)
CM AL
,
M
D
PAVERS
C PAVERS
6
D
B
3
17
POOL
(~1,980 SF)SPA
(~120 SF)
POOL HOUSE &
RESTROOMS
(3) RO WO
(19) PE PP
(18) RU FU
(15) SE AJ
(13) SE AJ
(3) CR CR (14) CA KF
(8) CO KE
(1) PR PB
(6) AC MO
(2) PI HE
(6) AC MO
(1) CR CR
(5) CA KF
(4) PH MO
(3) NA TE
(6) PE KR
(3) CO KE
(6) AC MO
(1) CR CR
(18) NA TE
(7) PE KR
(3) GI AG
(21) PE PP
(10) EC PU
(10) SE AJ
(6) JU SK
(3) PE BU
(3) EC PU
(11) PE PP
(4) NA TE
(5) SP HE
(6) CH NN
(2) RO WO
(1) GL SH
(6) AC MO
(1) MU RE
(3) PE BU
(2) CA KF
(3) PE PP
(1) NA TE
(1) JU WO
(1) PE KR
(3) JU SK
(1) CR CR
(1) GL SH
(5) JU WO
(6) JU SP
(1) PI MO
(1) SP HE
(10) AC MO
BU
I
L
D
I
N
G
1
(15) PE PP
(3) CA KF
(2) SP HE
(6) AC MO
(3) CO HA
(6) PE BU
(2) PE KR
(3) EC PU
(3) CO KE
(9) PE BU
(6) RU FU
(2) PE KR
(1) PE KR
(1) PH MO
(3) NA TE
(6) EC PU
(7) PE BU
(3) AC MO
(4) CA KF
(10) PE PP
(3) RU FU
(1) AR PA
STRING LIGHTING (TYP)
CABANAS BY OWNER (TYP)
TV BY OWNER
FURNITURE BY OWNER
(3) PR BE
(2) PI HE
(29) NA TE
(8) SP HE
(3) SP HE
(4) NA TE
(2) RO WO
(3) RO WO
(5) NA TE
(2) AR PA
(12) JU SK
(24) CA KF
(3) PH MO
(4) RO WO
(14) NA TE
(6) CO KE
(2) AR PA
(27) SE AJ
(14) SA MN
(2) PI MO
(2) RO WO
(2) AR PA
(6) SA MN
(4) SP HE
(3) CO KE
(6) SA MN
(2) SP HE
(3) CO KE
(12) NA TE
(8) SA MN
(3) PI MO
(4) SP HE
(6) RU FU
(6) AC MI
(6) CA KF
(1) PI MO
(6) NA TE
(3) CA KF
(3) PR BE
(12) SP HE
(9) PH MO
(3) CA KF
(5) CO KE
(4) EC PU
(9) AC MO
(4) RO WO
(2) MU RE
(4) PA HM
(1) SY VU
(4) JU WO
(10) CA KF
(6) AC MO
(7) AC MO
(3) PI MO
(7) CH NN
(1) NA TE
(3) NA TE
(2) JU WO
(3) CA KF
(2) CH NN
(2) NA TE
(1) PI MO
(1) JU WO
TABLE TENNIS BY OWNER
GARAGE #1
(3) CO KE
(1) AR PA
(1) AR PA
(7) JU SP
(3) PH MO
(1) PH MO
(3) SE AJ
(2) JU SP
(2) CO KE
(6) SE AJ
ROUND FIRE FEATURE
ARTIFICIAL TURF
PET STATION
PLANTER POT AT POOL
ENHANCED CONCRETE
ANNUALS BY OWNER
FREE STANDING
SEATWALL (TYP.)
FENCE 6'
FREE STANDING CMU WALL
POOL GATE (TYP.)
TRELLIS
FIRE PLACE
AUTOMATIC SHUT
OFF AND TIMER
FREE STANDING
SEATWALL (TYP.)
RETAINING WALL, RE: CIVIL
DRAINAGE SWALE, RE: CIVIL
RAISED PLANTER
(TYP.)
GRILL
(4) RU FU
(6) RU FU
(4) EC PU
(4) EC PU
(1) RI AU
FENCE 6'
APPROXIMATE CHAIR LIFT LOCATION
BY OTHERS
13
7
12
1
13
7
12
3
14
3
13
5
12
1
15
1
RAISED PLANTER
(TYP.)
13
5
(10) SE AJ
(11) SP HE
(5) RU FU
(2) PR PB (10) SE AJ
(5) RU FU
(2) PR PB
(9) SP HE
10
TV BY OWNER
POOL GATE 12
3
POOL GATE 12
3
LANDSCAPE
ENLARGEMENT
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
WH
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
NORTH
0 105 20
SCALE 1" = 10'
R
LEGEND
CRUSHER FINES
EASEMENT LINE
CANOPY TREE
ORNAMENTAL TREE
EVERGREEN TREE
MANICURED TURF
SHRUB BED
PROPERTY BOUNDARY
ARTIFICIAL TURF
COBBLE
ENLARGEMENT AREA
STEEL EDGER
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
ORNAMENTAL GRASSES
KEY MAP
X
X
10
BIKE RACK (RE: SCHED. SHEET 3)
BOULDERS (RE: SCHED. SHEET 3)
TRASH RECEPTACLE (RE: SCHED. SHEET 3)
POOL FENCING (RE: SCHED. SHEET 3)
BENCH (RE: SCHED. SHEET 3)
LIGHT FIXTURE (RE: PHOTOMETRIC)
DOG PARK FENCING (RE: SCHED. SHEET 3)
PET STATION (RE: SCHED. SHEET 3)
POOL FURNITURE BY OWNER
CM AL
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PAVERS
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LANDSCAPE
DETAILS
OWNER:
DATE:
SHEET TITLE:
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
R
2X
ROOT BALL DIAMETER
120°
120°
PRUNING NOTES:
1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS,
CO-DOMINANT LEADERS AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND
LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO NOT REMOVE THE TERMINAL
BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
STAKING NOTES:
1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING
SEASON.
a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W.
SIDE).
b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR
PREVAILING WIND SIDE AND 180° FROM THAT SIDE).
c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.
2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO
KEEP FROM SLIPPING. ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE
LONG ENOUGH TO ACCOMMODATE 1-1/2" OF GROWTH AND BUFFER ALL BRANCHES
FROM WIRE.
TREE PLANTING DETAIL
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7 14
13
12
11
10
9
8
PLACE MINIMUM 1/2" PVC PIPE AROUND
EACH WIRE, EXPOSED WIRE SHALL BE
MAXIMUM 2" EACH SIDE
6'-0"UNTREATED WOOD POST, MINIMUM
1.5" DIAMETER, ALL SHALL BE DRIVEN
OUTSIDE ROOTBALL AND IN
UNDISTURBED SOIL
TREE WRAP TO BE INSTALLED ONLY
FROM OCTOBER 1 THROUGH APRIL 30,
DECIDUOUS ONLY, WRAP FROM BASE
OF TRUNK TO BOTTOM LIMB
PLANT TREE SO THAT TOP MOST
MAJOR ROOT IS 1"-2" ABOVE FINISHED
GRADE
2'-0" RADIUS MULCH RING, VENTERED
ON TRUNK, 3" DEPTH, DO NOT PLACE
MULCH IN CONTACT WITH TREE TRUNK,
FINISHED GRADE REFERENCES TOP OF
MULCH
1:1 SLOPE ON SIDES OF PLANTING
HOLE
ROPES AT TOP OF ROOTBALL SHALL BE
CUT, REMOVE TOP 1/3 OF BURLAP,
NON-BIODEGRADABLE MATERIAL SHALL
BE TOTALLY REMOVED
GROMMETED NYLON STRAPS
GALVANIZED WIRE, MINIMUM 12 GAUGE
CABLE,TWIST WIRE ONLY TO KEEP
FROM SLIPPING
4-6" HIGH WATER SAUCER IN NON-TURF
AREAS
BACKFILL WITH BLEND OF EXISTING
SOIL AND A MAXIMUM 20%, BY VOLUME,
ORGANIC MATERIAL, WATER
THOROUGHLY WHEN BACKFILLING
2'-0" STEEL T-POST, ALL SHALL BE
DRIVEN BELOW GRADE AND OUTSIDE
ROOTBALL IN UNDISTURBED SOIL
PLACE SOIL AROUND ROOT BALL
FIRMLY, DO NOT COMPACT OR TAMP,
SETTLE SOIL WITH WATER TO FILL ALL
AIR POCKETS
PLACE ROOT BALL ON UNDISTURBED
SOIL TO PREVENT SETTLEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLAN VIEW - THREE STAKES
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1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.
2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT
FROM ITS CONTAINER.
3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE
FINISH GRADE OF THE MULCH LAYER.
4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.
5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%
OF LIMBS.
SHRUB PLANTING
SCALE: 1 1/2" = 1'-0"
SET SHRUB ROOT-BALL 1"
HIGHER THAN FINISH GRADE
FINISH GRADE (TOP OF
MULCH)
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET 5
TILL IN SPECIFIED SOIL
AMENDMENT TO A DEPTH OF
8" IN BED
BACKFILLED AMENDED SOIL
UNDISTURBED SOIL
1
2
3
4
5
6
2X CONTAINER
WIDTH
1X CONTAINER
HEIGHT
3
4
5
6
2
1
PERENNIAL PLANT LAYOUT
SCALE: 1" = 1'-0"
ON CENTER SPACING
NOTES:
1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE
PLANTS ARE MASSED.
SPECIFIED MULCH, REFER TO
MATERIAL SCHEDULE, SHEET 5
AMENDED PLANTING BED
TILLED TO A DEPTH OF 6"
CENTER OF PLANT
1
2
3
1
2
3
SECTION
PLAN PLAN ON CURVE
SECTION
LONGITUDINAL SECTION OF
EDGER AT LOW POINT
FINISHED GRADE, TOP OF SOD
THATCH LAYER AND TOP OF
MULCH OR CRUSHER FINES
SHALL BE FLUSH WITH TOP OF
EDGER
AMENDED SOIL PER
SPECIFICATIONS
METAL EDGER, DRILL (16) 1/2"
DIAMETER HOLES 1" ON
CENTER MINIMUM AT ALL LOW
POINTS OR POORLY DRAINING
AREAS IN ORDER TO ENSURE
ADEQUATE DRAINAGE
EDGER STAKE
SUBGRADE COMPACTED TO
95% STANDARD PROCTOR
DENSITY
1
2
3
4
5
METAL EDGER
SCALE: 1" = 1'-0"
NOTES:
1.THERE SHALL BE NO EXPOSED SHARP/ JAGGED EDGES.
2.CONTRACTOR SHALL INSTALL STAKES AS REQUIRED BY THE MANUFACTURER.
3.ENSURE POSITIVE DRAINAGE.
4.ONLY LOCATED BETWEEN DECOMPOSED GRANITE AND SOD.
11
4
2
3
4
5
BROWN MOSS ROCK BOULDERS
RELOCATED FROM ON-SITE OR
FROM NEARBY QUARRY,
BOULDER SHOULD BE SIMILAR TO
ROCK FOUND THROUGHOUT SITE.
CONTRACTOR SHALL SUBMIT
SMALL SAMPLE OR PHOTOS FOR
APPROVAL.
SPECIFIED MULCH OR COBBLE,
RE: PLAN
AMENDED TOPSOIL
PARTIALLY BURY BOULDER FOR
NATURAL APPEARANCE
1
2
3
4
LANDSCAPE BOULDER
SCALE: 3/4" = 1'-0"
3
2
1
4
REQUIRED BOULDERS:
(6) - 1 TON BOULDERS
- REFER TO PLANS FOR LOCATIONS.
- THESE NUMBERS ARE FOR FREE STANDING BOULDERS ONLY.
- EXCLUDES FIREPITS, SEATWALLS, AND OTHER LANDSCAPE STRUCTURES.
COMPACTED CRUSHER FINES
SLOPE ADJACENT GRADE AWAY
COMPACTED SUBGRADE
4" STEEL EDGER
WEED BARRIER FABRIC
1
2
3
4
5
CRUSHER FINES DETAIL
SCALE: 3/4" = 1'-0"
COMPACTION NOTES:
1. COMPACT WET FOR BEST RESULTS.
2. USE A SMALL (4') RIDING ROLLER TO COMPACT
3. CROWN TRAIL IN FLAT AREAS (AS SHOWN).
4. CROSS-SLOPE TRAIL AT 1-2% WITH GRADE WHERE TOPOGRAPHY DICTATES.
5. ALL CRUSHER FINE SURFACING SHALL BE INSTALLED WITH A BINDING AGENT
APPLIED PER THE MANUFACTURE'S SPECIFICATIONS.
WIDTH VAIRES
1
4
4
2
3
5
4"
1 2
3 4 5
6
GAUGE
STAINLESS STEEL NOZZLE
1
2
OUTDOOR BIKE PUMP MODEL 26246
SCALE: 1" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER SPECIFICATIONS.
2.SEE LANDSCAPE DESIGN PLAN FOR LOCATIONS.
3.COLOR: BLACK.
4.SARIS INFRASTRUCTURE, SARISINFRASTRUCTURE.COM, 800.783.7257
2'-6"
8"
8"
11
7 8BIKE DOCK MODEL 27215
SCALE: 1" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER SPECIFICATIONS.
2.SEE LANDSCAPE DESIGN PLAN FOR LOCATIONS
3.COLOR: BLACK
4.VICTORY STANLEY, 301.855.8300
2'-3.13"
6.75"
2'-9.44"
2'-3.75"
3/8"
2'-9.44"
2.375"
11
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LANDSCAPE
DETAILS
OWNER:
DATE:
SHEET TITLE:
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
R
GATE - DOG PARK
SCALE: 1/2" = 1'-0"
GATE LEVER WITH SIMPLEX MANUAL LOCK
TOP OF GATE TO BE LEVEL WITH FENCE - REFERENCE FENCE
DETAIL FOR ADDITIONAL DETAILING
2" SQ. TUB. POST AT GATES, TYP.
1
2" SQ. TUB. METAL PICKETS (SPACING NOT TO EXCEED 4" O.C.)
KANT-SLAM SELF CLOSING GATE
MECHANISM BY: KANT-SLAM DOOR
CHECK CO. 1 (800) 233-2051
(2) SELF-CLOSING HINGES (TYP.)
SET POST IN 8" DIA. CONC FOOTING, SHAPE TOP TO SHED
WATER AWAY FROM POST
FINISH GRADE
1
2
3
4
5
6
7
8
NOTES:
1.GRIND ALL WELDS SMOOTH
2.ALL METAL PIECES TO BE PREFINISHED ALUMINUM. COLOR TO BE BLACK SEMI-GLOSS.
3.PLATES TO BE WELDED TO THE POST WITH A CONTINUOUS 1
4" WELD GROUND SMOOTH AND PRIMED/PAINTED TO MATCH THE FENCE.
4.SELF-CLOSING SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL MOVE TO THE CLOSED POSITION IN 1.5
SECONDS MINIMUM.
5.FENCE FABRICATOR TO PROVIDE SHOP DRAWING FOR INSTALLATION AND GROUNDING.
6.GATE TO BE INSTALLED WITH 18" CLEAR SPACE OF CONCRETE PAVEMENT FROM LATCH ON THE PULL SIDE.
7.NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL ENGINEERING OR FOOTING DEPTHS ASSOCIATED WITH THIS DETAIL. THIS MUST BE PREPARED BY A LOCALLY
LICENSED ENGINEER AS REQUIRED FOR PERMITS AND MUST COMPLY WITH ALL CODES AND REGULATIONS. REFER TO MANUFACTURER SPECIFICATIONS FOR FOOTING
DEPTHS.
2" CLEAR
1'-6" MIN.
3'-6"
4'-6"
1"1"
4' MAX.
2
3
4
5
6
7
8
12" SQ. TUB. POST, TYP.
1 1
2" SQ. TUB. RAIL, TOP & BOTTOM
1
2" SQ. TUBULAR METAL PICKETS
(SPACING NOT TO EXCEED 4" O.C.)
10" DIA. POST IN CONCRETE FOOTING
SHAPE TOP OF CONCRETE TO DRAIN
AWAY FROM POST
FINISH GRADE
1
2
3
4
5
FENCING
SCALE: 1/2" = 1'-0"
NOTES:
1.GRIND ALL WELDS SMOOTH
2.ALL METAL PIECES TO BE PREFINISHED ALUMINUM. COLOR TO BE BLACK SEMI-GLOSS.
3.PLATES TO BE WELDED TO THE POST WITH A CONTINUOUS 1/4" WELD GROUND SMOOTH AND ALL PRIMED/PAINTED TO MATCH THE
FENCE. ANCHOR SYSTEM TO BE RED HEAD TRU-BOLT WEDGE ANCHOR 1/4" X 21/8" WW304S.S (OR APPROVED EQUAL).
4.SELF-CLOSING SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 70 DEGREES THE DOOR WILL MOVE TO
THE CLOSED POSITION IN 1.5 SECONDS MINIMUM.
5.NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL ENGINEERING OR FOOTING DEPTHS ASSOCIATED WITH THIS DETAIL. THIS
MUST BE PREPARED BY A LOCALLY LICENSED ENGINEER AS REQUIRED FOR PERMITS AND MUST COMPLY WITH ALL CODES AND
REGULATIONS. REFER TO MANUFACTURER SPECIFICATIONS FOR FOOTING DEPTHS.
2" CLEAR
4'-0" PERIMETER FENCE
4'-6" DOG PARK
6'-0" POOL
8'-0" O.C.
1'-6" MIN.
1
2
3
4
5
GATE - POOL
SCALE: 1/2" = 1'-0"
POOL GATE EXPANDED METAL PANEL TO PREVENT REACH THROUGH, BOTH SIDES (FLUSH FINISH
PAINT TO MATCH FENCE)
1
2" SQ. TUBULAR METAL PICKETS (SPACING NOT TO EXCEED 4" O.C.)
GATE LEVER WITH OWNER PROVIDED CARD READER. KEY LOCK ON OUTSIDE ONLY
EXPANDED METAL PANEL WITH FLUSH FACE TO COMPLY WITH ADA SECTION 404.2.9, REF DET B.
FINISH GRADE
TOP OF GATE TO BE LEVEL WITH FENCE - REFERENCE FENCE DETAIL FOR ADDITIONAL DETAILING
POOL GATE PANIC BAR & WEATHERPROOF ELECTRIC STRIKE ON INSIDE ONLY, SEE NOTES
4" SQ. TUB. POST AT GATES, TYP.
KANT-SLAM SELF CLOSING GATE
MECHANISM BY: KANT-SLAM DOOR
CHECK CO. 1 (800) 233-2051
(2) SELF-CLOSING HINGES (TYP.)
SET POST IN 10" DIA. CONC FOOTING, SHAPE TOP TO SHED WATER AWAY FROM POST
1/8" THK FRAME WELD TO GATE FRAME GRIND WELD SMOOTH
1 1
2" SQ. GATE FRAME
NO VOIDS BETWEEN PICKETS
(1) STANDARD HINGE (TYP.)
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
NOTES:
1.GRIND ALL WELDS SMOOTH
2.ALL METAL PIECES TO BE PREFINISHED ALUMINUM. COLOR TO BE BLACK SEMI-GLOSS.
3.PLATES TO BE WELDED TO THE POST WITH A CONTINUOUS 1
4" WELD GROUND SMOOTH
AND ALL PRIMED/PAINTED TO MATCH FENCE.
4.SELF-CLOSING SPRING HINGES SHALL BE ADJUSTED SO THAT FROM AN OPEN
POSITION OF 70 DEGREES THE DOOR WILL MOVE TO THE CLOSED POSITION IN 1.5
SECONDS MINIMUM.
5.ALL POOL GATES TO HAVE FULL PANIC BAR AND WEATHERPROOF ELECTRIC STRIKE.
6.FENCE FABRICATOR TO PROVIDE SHOP DRAWING FOR INSTALLATION AND
GROUNDING.
7.GATE TO BE INSTALLED WITH 18" CLEAR SPACE OF CONCRETE PAVEMENT FROM
LATCH ON THE PULL SIDE.
8.NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL ENGINEERING OR FOOTING
DEPTHS ASSOCIATED WITH THIS DETAIL. THIS MUST BE PREPARED BY A LOCALLY
LICENSED ENGINEER AS REQUIRED FOR PERMITS AND MUST COMPLY WITH ALL
CODES AND REGULATIONS. REFER TO MANUFACTURER SPECIFICATIONS FOR
FOOTING DEPTHS.
3'-6"1"1"
18"
MIN.
4'-0" PERIMETER
6'-0" POOL
1'-6" MIN.2" CLEAR
2"
10"
1
2
3
4
5
6
10
7
8
9
11
15
5
2
4
12
13
14
EXPANDED METAL PANEL DETAILA
A
4' MAX.
1 2
3
4 BENCH MODEL: RMS-24
SCALE: 1/2" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER INSTRUCTIONS.
2.SEE PLAN FOR LOCATION.
3.COLOR: BLACK
4.VICTORY STANLEY, 301.855.8300
5'-10"
5'-7"1'-10"
1'-5"
2'-10"
2'-1"
5 12
3'-6"
2'-0"
1'-1"
NOTES:
1.DETAIL FOR DESIGN INTENT ONLY. REFER TO MANUFACTURER FOR INSTALLATION.
2.CONTRACTOR TO PROVIDE SHOP DRAWINGS & SUBMIT SAMPLES FOR OWNER/ARCHITECT
APPROVAL.
3.CONTRACTOR TO COORDINATE AUTOMATED TIMER SYSTEM
4.CONTRACTOR TO PROVIDE TIMER AND AUTO SHUTOFF SO AS TO BE COMPLIANT WITH ADA
GUIDELINES
5.CONTRACTOR TO PROVIDE SHOP DRAWINGS AND BURNER ASSEMBLY FOR LANDSCAPE
ARCHITECT APPROVAL.
6.CONTROLS WILL BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING OR
TWISTING OF THE WRIST AND WILL NOT REQUIRE MORE THAN 5LBS OF FORCE TO
OPERATE. CONTROLS WILL BE MOUNTED WITHIN ACCESSIBLE REACH RANGE.
CIRCULAR FIRE PIT
SCALE: 1/2" = 1'-0"
3
16" CORTEN STEEL VESSEL
69,000 BTU / H NATURAL GAS
BURNER
18" BURNER RING
BURNER MEDIA (BLACK LAVA
PEBBLE)
NATURAL GAS SERVICE- STUB
OUT, RE: MEP PLANS
CONTRACTOR TO INSTALL GAS
SHUTOFF, TIMER & IGNITION
SWITCH IN STAINLESS STEEL
BOX POST MOUNTED, SO AS
TO BE COMPLIANT WITH ADA
GUIDELINES (REFER TO PLANS
FOR LOCATIONS)
24 VOLT CONTROL WIRE IN
CONDUIT, RE: ELECTRICAL
120 VOLT AC POWER SOURCE
IN CONDUIT, RE: ELECTRICAL
1
2
3
4
5
6
7
8
3'-6"
1'-6"
1
2 4
3
15
3'-0"
6
7
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SIGN PLATE, CORTEN BOX SIGNS
WITH LOGO ON BOTH SIDES
BACK LIGHT EXTRUDED (FINAL
FONT AND LETTERS BY OWNER)
FINISHED GRADE (CREATE FLAT
AREA FOR SIGN) REF CIVIL
GRADING PLANS
CAST-IN-PLACE CONCRETE WITH
BOARDFORM FINISH
1" CHAMFER ON CORNER, TOP OF
WALL SHALL BE SMOOTH FINISH
1
2
3
4
5
FREE STANDING ENTRY MONUMENT
SCALE: 1/2" = 1'-0"
6'-6"
4'-9"
9'-6"
1
3
2
4'-9"
2'-6"
1
5
2'-3"
ELEVATION SECTION
NOTES:
1.LOGO ATTACHMENT PER SIGN MANUFACTURERS RECOMMENDATIONS.
2.SIGN TO BE INTERNALLY LIT, LIGHTING PER SIGN MANUFACTURERS RECOMMENDATIONS
3.STRUCTURAL PLANS AND FOOTING DETAILS TO BE PROVIDED BY THE CONTRACTOR,
DESIGN SHOWN IS NOT INTENDED TO BE AN 'ENGINEERED' DRAWING
4.DETAIL IS INTENDED TO PROVIDE INFORMATION TO GUIDE THE MANUFACTURER AND
CONTRACTOR IN PREPARATION OF SHOP DRAWINGS WHICH SHALL BE REVIEWED AND
APPROVED PRIOR TO FABRICATION.
STACKS AT WHEAT RIDGE
BY THOMPSON THIFT
2'-3"
3
2
4
4 5
6"
1'-0"
6
LANDSCAPE
DETAILS
OWNER:
DATE:
SHEET TITLE:
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4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
R
1 2COLUMN AND METAL FENCE
SCALE: 1/2" = 1'-0"
4
3
2
8' ON CENTER TYP.
4'-0"
5 5
3'-0"
MIN.
3'-0"
MIN.
2"
10" MIN.
NOTES:
1.NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL ENGINEERING ASSOCIATED WITH
THIS DETAIL. THIS MUST BE PREPARED BY A LOCALLY LICENSED ENGINEER AS REQUIRED
FOR PERMITS AND MUST COMPLY WITH ALL CODES AND REGULATIONS.
1
COLUMN, PRECAST 3"
CONCRETE TAN CAP STONE
METAL FENCE, REFER TO
MATERIAL SCHEDULE, AND
FENCE DETAIL 1& 3/L-4.01
STONE VENEER TO MATCH
ARCHITECTURE
LAG BOLT, SECURE FENCE TO
COLUMN
STRUCTURAL FOOTINGS BY
CONTRACTOR AND
STRUCTURAL ENGINEER, 2%
SLOPE MINIMUM ON EXPOSED
CONCRETE TO DRAIN AWAY
FROM POST
1
2
3
4
5
1'-6"
10'-0"
2
FESTOON LIGHTING, RE:
ELECTRICAL
4" POWDERCOATED ROUND 3/16"
TUBE STEEL POST, 10'-0" HT.
ABOVE GRADE, WELD OPEN TOP
SHUT, COLOR: BLACK
FESTOON LIGHTING JUNCTION
BOX, RE: ELECTRIC PLANS
FINISH GRADE, REFER TO PLANS
FOR SURFACE TYPE
DOME TOP OF CONCRETE TO
DRAIN SURFACE WATER
CAULK JOINT AT TOP OF PIER
BETWEEN COLUMN AND
CONCRETE
1
2
3
4
5
6
NOTES:
1.CONTRACTOR SHALL COORDINATE WIRING WITHIN TUBE STEEL POSTS
FOR BISTRO LIGHTING WITH ELECTRICAL.
2.FINAL ENGINEERING SHALL BE SIGNED AND SEALED BY A LOCALLY
LICENSED STRUCTURAL ENGINEER AS REQUIRED FOR PERMITTING.
3.CONTRACTOR SHALL MEET ALL APPLICABLE CODES.
4.ALL METAL HARDWARE SHALL BE GALVANIZED.
1
4
3
3'-6"
1'-6"
6"
10
7
12
11
6"
3" CLEAR
3" CLEAR
8
(3) #3 TIES AT 3" ON CENTER. AT
TOP
CAST IN PLACE CONCRETE
FOOTING. EXPOSED SURFACES
TROWELLED SMOOTH
COAT STEEL CAST INTO
CONCRETE WITH COAL TAR
EPOXY OR SIMILAR
WATERPROOFING EMULSION
#3 TIES AT 12" ON CENTER
(6) #5 VERTICAL
CONDUIT SLEEVE, RE:
ELECTRICAL
COMPACTED AGGREGATE BASE
WITH 95% PROCTOR DENSITY
COMPACTED SUBGRADE
7
8
9
10
11
12
13
13
FESTOON LIGHT POLE
SCALE: 1/2" = 1'-0"
5
6
93'-0"
EMBEDMENT
3 OUTDOOR PET DRINKING FOUNTAIN
SCALE: 1/2" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER SPECIFICATIONS.
2.SEE LANDSCAPE DESIGN PLAN FOR LOCATIONS.
3.COLOR: BLACK.
4.MDF, MOSTDEPENDABLE.COM, 901.867.0039
STAINLESS STEEL BOWL
BY OTHERS
7"
10" STEEL PIPE
34
"
10"
5"
OPTIONAL STEEL
SURFACE CARRIER 10
OPTIONAL SS
SURFACE CARRIERS 10
BY OTHERS
3/8" NYLON REINFORCED
NYLONBRAID TUBING W/ 1/2" MIP
(WATER SUPPLY)
PUSH BAR FOR
PET FOUNTAIN
M.D.F.
NLF9 INLINE
VACUUM
BREAKER
WATER IN
WATER OUT
ACCESS
DOOR
2", 3" OR 4" OPEN HUB DRAIN,
IF POSSIBLE, OR RIDGID
CONNECTION.
20
3
/
4
"
5
3
/
8
"
2
5
/
8
"
8"
WATER
OPEN HUB DRAIN
PET FOUNTAIN
1/2" X 12" ZINC
PLATED ROD
1'-0"
4
5
6
NOTES:
1.MANUFACTURED BY PET WASTE
STATION
2.REFER TO LANDSCAPE PLAN FOR
CRUSHER FINES PAD AND PET STATION
LOCATION
3.REFER TO LANDSCAPE PLAN FOR
ADJACENT LANDSCAPE CONNECTIONS
4.COLOR: BLACK POWDER COAT
5.LIVIN THE DOG LIFE PET STATION
MODEL DL-EDS100-ALUMN OR
APPROVED EQUAL.
PET WASTE STATION
SCALE: 1/2" = 1'-0"
PET WASTE STATION, EMBED
POST IN CRUSHER FINES
MIN. 4" DEPTH CRUSHER FINES
PAD
CONCRETE FOOTER
TRASH BAG DISPENSER
2" X 2" SQUARE TUBING WITH
ZINC FLOW COAT
SUBGRADE PER GEOTECHNICAL
RECOMMENDATIONS
PET WASTE RECEPTACLE
1
2
3
4
5
6
7
2
PET
PICK-UPS
7
3'-1"
5'-9"
1
MIN. 1'-8"
3
4 PUBLIC WORK STAND MODEL 26302
SCALE: 3/4" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER SPECIFICATIONS.
2.SEE LANDSCAPE DESIGN PLAN FOR LOCATIONS
3.COLOR: BLACK
4.SARIS INFRASTRUCTURE, SARISINFRASTRUCTURE.COM, 800.783.7257
4'-1.5"4'-1.5"
10.2"
1'-4"
5
← SLOPE
TO DRAIN
NOTES:
1.PROVIDE WASHED PEA GRAVEL AND FILTER FABRIC WRAP AT DRAINS.
2.CONTRACTOR SHALL CONTACT OWNER'S REPRESENTATIVE AND WATERPROOFING
CONSULTANT FOR TESTING AND APPROVAL OF LINER SETTING PRIOR TO COVERING LINER.
3.NORRIS DESIGN IS NOT RESPONSIBLE FOR STRUCTURAL ENGINEERING ASSOCIATED WITH
THIS AND MUST COMPLY WITH ALL CODES AND REGULATIONS.
CONCRETE FOOTING, REFER
TO STRUCTURAL PLANS
REFER TO CIVIL FOR STORM
DRAIN STUB (CONTRACTOR TO
PROVIDE UNDER DRAINS FROM
PLANTER LOCATIONS TO CIVIL
PROVIDED STUBS)
4" SCHEDULE 40PVC PIPE WITH
4" ROUND DRAIN COVER (NDS
OR APPROVED EQUAL)
OVERFLOW DRAIN AT GRADE
AMENDED TOPSOIL
4" MULCH PER SPECIFICATIONS
4'' SCHEDULE 40 PVC PIPE
WITH 4'' ROUND DRAIN COVER
(NDS OR APPROVED EQUAL)
3/4" CLEAN WASHED ANGULAR
ROCK
FILTER FABRIC
5
6
7
8
9
10
11
12
5
6
7 8 9
10 11 12
3
4
RAISED PLANTER
SCALE: 1/2" = 1'-0"
1
2
3" THICK, 18" PRECAST
CONCRETE CAP WITH 2"
OVERHANG, RE:
MATERIAL SCHEDULE
CMU CORE WITH STONE
VENEER (TO MATCH
ARCH)
GACOFLEX LM-60
POLYURETHANE
ELASTOMERIC
WATERPROOFING
MEMBRANE, OR
APPROVED EQUAL,
APPLIED IN ACCORDANCE
WITH MANUFACTURER'S
SPECIFICATIONS
EXPANSION JOINT
1
2
3
4
1'-6"
VARIES
6
NOTES:
1.REFER TO STRUCTURAL DRAWINGS FOR
CMU DESIGN.
18" W X 3" THICK PRECAST
CONCRETE CAP, RE: MATERIAL
SCHEDULE
STONE VENEER,TO MATCH
ARCHITECTURE
3/8" GROUTED JOINTS
CMU CORE
BOULDER BEHIND (WHERE
APPLICABLE)
CONCRETE FOOTER, RE:
STRUCTURAL
STRIP LIGHTING, ADHERED AND
PERMANENTLY SECURE TO CAP
PER MANUFACTURES
SPECIFICATIONS
1
2
3
4
5
6
7
FREE STANDING SEATWALL
SCALE: 1" = 1'-0"
1
2
3
4
6
2"'
1'-6"'
1'-6"'
5
7
2'-2"'
10"'
7 13
CM AL
,
M
D
GRANITE COUNTERTOP, 2"
OVERHANG, RE: MATERIAL
SCHEDULE
BUILT IN GRILL, RE: AMENITY
SCHEDULE, PGS T-SERIES
COMMERCIAL GRILL MODEL #
S36TNG GRILL AVAILABLE FROM
BBQ GUYS (877)743-2269,
WWW.BBQGUYS.COM
(1) GFCI ELECTRICAL OUTLET
WITH ALL WEATHER COVER RE:
ELECTRICAL.
STONE VENEER TO MATCH
ARCHITECTURE, WRAP ALL SIDES
STAINLESS STEEL ACCESS DOOR,
RE: AMENITY SCHEDULE, PGS
30-INCH DOUBLE ACCESS DOOR,
MODEL MDS L30
KEGWORKS COMBINATION FOOT
RAIL BRACKET MATTE BLACK, 2"
OD
CONCRETE FOOTER (REFER TO
STRUCTURAL)
STEEL COUNTERTOP BRACKETS,
24" O.C.
SHADE STRUCTURE, SEE DETAIL
6 THIS SHEET
ADA WORKSPACE (30" W X 27" H X
19" D
1
2
3
4
5
6
7
8
9
10POOL DECK GRILL
SCALE: 1/2" = 1'-0"
NOTES:
1.FOR STRUCTURAL INFORMATION AND FOOTINGS REF: STRUCTURAL.
2.THIS DETAIL SHOWS DESIGN INTENT ONLY. CONTRACTOR SHALL MEET ALL
APPLICABLE IBC, CITY, STATE AND ADA CODES.
3.DEBURR AND ROUND ALL EXPOSED EDGES FOR ALL METAL WORK.
4.NATURAL GAS LINE WITH AVAILABLE 67,000 BTUs FOR EACH GRILL WITH
SHUT-OFF VALVE AND TIMER SHALL BE PROVIDED WITH / FOR THE GRILL.
5.COORDINATE WITH ELECTRICAL TO PROVIDE 1 GFI OUTLETS AND POWER FOR
TIMERS AND SHUT-OFF SYSTEM. ALL TIMERS AND SHUT OFF TO BE ADA
COMPLIANT.
1
2
4
5
3
2
4
5
7
3'-6"
2'-10"
1
6
8
GRILL CUTOUT
(REFER TO MANUFACTURER'S
SPECIFICATIONS FOR EXACT
DIMENSIONS)
GRILL CUTOUT
(REFER TO MANUFACTURER'S
SPECIFICATIONS FOR EXACT
DIMENSIONS)
18'-0"
4'-0"3'-1/2"4'-0"3'-1/2"4'-0"
2'-6"
2'-4"
9
9
10
2'-8"
1'-10"
2'-8"
ADA WORKSPACE
4'-10"
8
SHEETS 5 & 12
LANDSCAPE
DETAILS
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
WH
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
1
6X6 TUBE STEEL POST,
CHARCOAL POWDERCOAT
FINISH
3X3 TUBE STEEL POST,
CHARCOAL POWDERCOAT
FINISH
CONCRETE FOOTING IN RAISED
PLANTER
ADJACENT SURFACE
1
2
3
4
TRELLIS
SCALE: 3/16" = 1'-0"
10'-6"
23'-10"
23'-10"
NOTES:
1.NORRIS DESIGN HAS PROVIDED THIS DETAIL FOR REFERENCE
PURPOSES, THIS DETAIL HAS NOT BEEN ENGINEERED.
2.CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CONFIRM
LAYOUT PRIOR TO INSTALLATION.
3.ALUMAWOOD: 303.232.2027 | denver.sales@westlanddistributing.com
ELEVATION
PLAN
1
1
2
1'-0"
1'-0"1'-0"
1'-6"
2
3
4
SPA BENCH (BEYOND)
SPA STEPS
SPA RAILING (RE: POOL
CONTRACTOR)
SPA WATER LINE
SPA POOL TILE (RE: POOL
MATERIAL SCHEDULE)
POOL COPING
6x6 WATER TILE TO BE
SUBMITTED AND APPROVED BY
OWNER
SPA SPILL FEATURE (TBD)
1
2
3
4
5
6
7
8
NOTES:
1.REFER TO POOL PLANS BY POOL CONTRACTOR FOR FINAL DESIGN AND DETAILS
2.REFER TO FINISHING SCHEDULE FOR MATERIALS AND COLORS.
3.REFER TO SP102 AND SP103 FOR SPECIFIC DIMENSIONS. DIMENSIONS ON THIS PLAN ARE SCHEMATIC IN NATURE
SPA SPILL FEATURE CHARACTER IMAGE
POOL SECTION C
SCALE: 1/2" = 1'-0"
ADJACENT POOL DECK
POOL COPING
POOL STEP ((6) 12" TREAD, 9"
RISER))
HAND RAIL (BY POOL
CONTRACTOR)
POOL WATERLINE TILE (RE:
POOL MATERIAL SCHEDULE)
POOL WATERLINE
6" AGGREGATE
SPA STEPS (SPA AND STEPS
TO BE WRAPPED IN VENEER)
9
10
11
12
13
14
15
16
1'-0"
3'-0"
8'-0"
81 2"
8
1'-6"
9"
1'-0"
SPA
POOL
POOL
67 1 34 25 7
9 11 131012 14
15
4'-0"
9"
1'-0"
916
SPA/POOL TILE
POOL COPING
ADJACENT POOL DECK
SUN SHELF
1
2
3
4
POOL SECTION B
SCALE: 1/2" = 1'-0"
POOL
NOTES:
1.REFER TO POOL PLANS BY POOL CONTRACTOR FOR FINAL DESIGN AND DETAILS
2.REFER TO FINISHING SCHEDULE FOR MATERIALS AND COLORS.
3.REFER TO SP102 AND SP103 FOR SPECIFIC DIMENSIONS. DIMENSIONS ON THIS PLAN ARE SCHEMATIC IN NATURE
1 2
4'-0"
6"
34
ADJACENT POOL DECK
POOL COPING
SUN SHELF
POOL WATERLINE
SUN SHELF BUBBLE (TBD)
POOL WATERLINE TILE (RE:
POOL FINISHES)
1
2
3
4
5
6
POOL SECTION A
SCALE: 1/2" = 1'-0"
POOL
NOTES:
1.REFER TO POOL PLANS BY POOL CONTRACTOR FOR FINAL DESIGN AND DETAILS
2.REFER TO FINISHING SCHEDULE FOR MATERIALS AND COLORS.
3.REFER TO SP102 AND SP103 FOR SPECIFIC DIMENSIONS. DIMENSIONS ON THIS PLAN ARE SCHEMATIC IN NATURE
143526
10'-0"
3'-6"
6"
4'-0"
2 3
4 14
CM AL
,
M
D
15.88 MM SOLID STEEL TOP
RING
TRASH RECEPTACLE
SCALE: 3/4" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER SPECIFICATIONS.
2.SEE LANDSCAPE DESIGN PLAN FOR LOCATIONS
3.SD-35
4.COLOR: BLACK
5.VICTORY STANLEY, 301.855.8300
1
1
3'-1"
2'-2"
1'-6"
5
LANDSCAPE
DETAILS
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
WH
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
XXXX
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/26/2024 SP-05
07/30/2024 SP-06
10/15/2024 SP-07
01/21/2025 SP-08
NOT FOR
CONSTRUCTION
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
OF 25
R
1
15
FREESTANDING CMU WALL
SCALE: 1/2" = 1'-0"
NOTES:
1.NORRIS DESIGN HAS PROVIDED THIS DETAIL FOR REFERENCE PURPOSE, THIS DETAIL HAS
NOT BEEN ENGINEERED.
2.CONTRACTOR SHALL PROVIDE A MOCK-UP FOR REVIEW BY THE LANDSCAPE ARCHITECT AND
ARCHITECT PRIOR TO CONSTRUCTION OF THE WALL.
3.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 28 DAYS.
4.MINIMUM BURY DEPTH ON ALL REBAR SHALL BE 2-1/2".
PRECAST CONCRETE WALL CAP
WITH 2" OVERHANG
FULLY GROUTED BOND BEAM FOR
TOP COURSE OF CMU BLOCK WALL
8"X8"X16" BURNISHED CMU BLOCK,
BLOCK COLOR: ONYX; RCP BLOCK &
BRICK OR APPROVED EQUAL
#4 REBAR, SPACED 16" ON CENTER
FOR LENGTH OF WALL, FULLY
GROUT CELLS CONTAINING REBAR
ROCK MULCH, REFER TO PLANS
CONCRETE FOOTING REINFORCED
WITH (5) #4 REBAR CONTINUOUS
FOR LENGTH, MINIMUM OVERLAP
OF 18" AT SPLICES
SUBGRADE COMPACTED TO 95%
STANDARD PROCTOR DENSITY
RETAINING WALL; RE: CIVIL
24"X24" COLUMN 8' O.C.
PROPERTY LINE / RV FENCE
1
2
3
4
5
6
7
8
9
10
ELEVATION
SECTION
4
1
9
8'-0"
2'-0"2'-4"
CHARACTER IMAGE
8"
3'-0"
4"
3'-0"
6'-0" MAX
LANDSCAPE
WALL,
30"
MAX
A
2'-0"
2'-0"
1'-0"
1'-0"
1
2
3
4
5
6
7
8 1'-6"
10
2
2'-6"
2'-6"
1'-5 5
8"
1'-2 1
8"
1'-6 7
8"
6'-3 7
8"
1
4" X 1-1
2" SOLID STEEL SLATS
2-3
8" O.D. TUBULAR STEEL
POSTS
2
PICNIC TABLE MODEL A-304
SCALE: 3/4" = 1'-0"
NOTES:
1.INSTALL PER MANUFACTURER SPECIFICATIONS.
2.SEE LANDSCAPE DESIGN PLAN FOR LOCATIONS
3.COLOR: BLACK
4.VICTORY STANLEY, 301.855.8300
1
1
2
8" MIN. LOW PERMEABLE SOIL
UNIT DRAINAGE FILL (3
4" CRUSHED ROCK OR STONE )
APPROX. LIMITS OF EXCAVATION
4" PERFORATED PVC DRAINAGE TILE WRAPPED IN FILTER FABRIC
CRUSHED STONE LEVELING PAD
FINISHED GRADE
MANF: KEYSTONE, PRODUCT: KEYSTONE COMPAC, STRAIGHT SPLIT.
CAP BLOCK; COLOR: MATCH ARCHITECTURE. HEAVILY ADHERE CAP
UNIT TO TOP BLOCK W/ CONCRETE ADHESIVE (OR APPROVED
EQUAL).
CONTRACTOR TO INSTALL PER MANUFACTURER'S AND
STRUCTURAL ENGINEER RECOMMENDATIONS.
CONTRACTOR IS RESPONSIBLE TO MEET ALL APPLICABLE CODES
RELATED TO THE CONSTRUCTION OF THE WALL
THIS DETAIL IS INTENDED TO CONVEY MATERIALS, FINISHES, AND
APPROXIMATE DIMENSIONS ONLY. STRUCTURAL PLANS AND
FOOTING DETAILS TO BE PROVIDED BY THE CONTRACTOR. DESIGN
SHOWN IS FOR REFERENCE ONLY AND NOT INTENDED TO BE AN
"ENGINEERED" DRAWING.
1
2
3
4
5
6
7
8
8
7
5
Foundation Soil
Retained Soil
1
6
4
3
2
HE
I
G
H
T
V
A
R
I
E
S
RE
:
C
I
V
I
L
RETAINING WALL (FOR CHARACTER ONLY, RE: CIVIL)
SCALE: NTS
CHARACTER IMAGE
3
CM AL
,
M
D
4
UNDISTURBED GRADE
COMPACTED SUBGRADE
#4 REBAR CONTINUOUS, MINIMUM
2" BURY IN CONCRETE
3,000 PSI MINIMUM 6" WIDE x 6"
DEEP EXTRUDED CONCRETE
CURB WITH LIGHT BROOM FINISH
DECOMPOSED GRANITE / FINISH
GRADE
PRE-EMERGENT
3" THICK DECOMPOSED GRANITE
1
2
3
4
5
6
7
CONCRETE EDGE
SCALE: 1-1/2" = 1'-0"
NOTE:
1. PROVIDE CONTROL JOINTS AT
6' O.C. AND EXPANSION JOINTS AT
24" O.C.
1
2" RADIUS (TYP.)
TURF
6"
1 2 3 4
5 6 7
3/4"1"
5
DRIVABLE PAVER, RE: MATERIAL
SCHEDULE M
1" BEDDING LAYER, CONFORMS
TO ASTM C33 WITH <1% PASSING
0.080 MM
6" MIN CONCRETE SLAB
NONWOVEN FILTRATION FABRIC;
12" WIDE AT ALL PERIMETERS,
TURN UP AGAINST CURB AND CUT
EVEN WITH THE TOP OF PAVERS
CONCRETE HEADER CURB,
ELEVATION TO BE SAME AS
ASPHALT AND PAVERS
ASPHALT PAVEMENT
DRAIN HOLE; 2" DIAMETER, FILL
WITH PEA GRAVEL AND COVER
WITH GEOTEXTILE. PLACE AT 24"
ON CENTER ALONG LOW END OF
BOARDERS
4" MIN COMPACTED DRAINAGE
AGGREGATE BASE
COMPACTED SUBGRADE
JOINTING SAND PER ASTM C144
1
2
3
4
5
6
7
8
9
10VEHICULAR PAVER
SCALE: 3/4" = 1'-0"
NOTES:
LANDSCAPE ARCHITECT NOT RESPONSIBLE
FOR STRUCTURAL INTEGRITY OF PAVING. REFER
TO STRUCTURAL AND CIVIL ENGINEERS FOR FINAL
PAVEMENT SECTION, GRADING, STRUCTURAL DESIGN,
AND DRAINAGE INFORMATION.
4"
1'-0"
1'-0" MIN 6" MIN
1 2 3 465
87 9
10
FINISH GRADE / ADJACENT CONCRETE
PAVING; RE: PLAN
1
8" SAND FILLED JOINT
GEOTEXTILE FABRIC UNDER BEDDING
SAND JOINT. TURN UP ON EDGES
1" MIN SAND BED COURSE
PAVER, RE: MATERIAL SCHEDULE C
COMPACTED AGGREGATE
RIBBON CURB; RE: PLAN
COMPACTED SUBGRADE
DRILLED AND EPOXY SET CONCRETE
WEDGE ANCHOR, 3/8" DIAMETER X 6"
LENGTH
6" DIAMETER X 12" MINIMUM DEPTH
CONCRETE FOOTER POSITIONED FOR
SURFACE MOUNTED FURNITURE
TROWLED CONCRETE WITH WIRE JOINT
REINFORCING - WHEN ADJACENT TO
LANDSCAPE BED ONLY
ADJACENT LANDSCAPE BED, RE: PLAN
1
2
3
4
5
6
7
8
9
10
11
12
TYPICAL PAVER WITH RIBBON CURB
SCALE: 1" = 1'-0"
NOTES:
LANDSCAPE ARCHITECT NOT RESPONSIBLE
FOR STRUCTURAL INTEGRITY OF PAVING. REFER
TO STRUCTURAL AND CIVIL ENGINEERS FOR FINAL
PAVEMENT SECTION, GRADING, STRUCTURAL DESIGN,
AND DRAINAGE INFORMATION.
1
1'-0"
6"
4"
5
4
3
2
6
7
8
11
10
9
12
6
6X6 TUBE STEEL POST,
CHARCOAL POWDERCOAT
FINISH
2X8 TUBE STEEL, CHARCOAL
POWDERCOAT FINISH
2X6 EASTERN MAHOGANY
KNOTWOOD SLATS, TO BE SET
INTO METAL FRAME, SPACE 9"
ON CENTER TYPICAL
TOP OF ADJACENT PAVING
SURFACE MOUNT PER
STRUCTURAL ENGINEER'S
RECOMMENDATION
22"X22" STONE VENEER
COLUMN
HEAT AND GLO LANAI
DOUBLE-SIDED FIREPLACE; RE:
ARCH FOR DETAILS
OUTDOOR KITCHEN, SEE
DETAIL 4 THIS SHEET
1
2
3
4
5
6
7
8
9'-0"
NOTES:
1.NORRIS DESIGN HAS PROVIDED THIS DETAIL FOR REFERENCE
PURPOSES, THIS DETAIL HAS NOT BEEN ENGINEERED.
2.CONTRACTOR TO PROVIDE SHOP DRAWINGS AND CONFIRM
LAYOUT PRIOR TO INSTALLATION.
3.ALUMAWOOD: 303.232.2027 | denver.sales@westlanddistributing.com
1
1
2
2
3
4
6
66
78
16'-0"
16'-0"20'-0"
7'-11"
8'-0"
10'-0"
4'-0"
4'-0"
2'-2"
3'-0"
4'-0"
20'-0"
ELEVATION BELEVATION APLAN
B A
SHADE STRUCTURE
SCALE: 1/4" = 1'-0"
7
7
EXTERIOR
ELEVATIONS
VIEW LOOKING SOUTHEAST AT BUILDING 1 VIEW LOOKING NORTHEAST AT BUILDING 3
VIEW LOOKING SOUTHEAST AT BUILDING 3 VIEW LOOKING SOUTHEAST AT BUILDING 2
16
EXTERIOR
ELEVATIONS
BUILDING 1 - SOUTH ELEVATION
BUILDING 1 - EAST ELEVATION
BUILDING 1 - NORTH ELEVATION
BUILDING 1 - WEST ELEVATION
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
1st Floor
+0'-0"
2nd Floor
+11'-8"
3rd Floor
+22'-4"
4th Floor
+33'-0"
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding,
Stained
Stone Veneer
Aluminum
Storefront
Metal
Canopy
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Asphalt
Shingles
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Aluminum
Storefront
Fiber Cement Lap
Siding, Stained
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement Lap
Siding, Stained
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding,
Stained
Stone Veneer
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Asphalt
Shingles
Aluminum
Storefront
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Meter
Center
Meter
Center
T/O Ridge
+52'-0"
1st Floor
+0'-0"
2nd Floor
+11'-8"
3rd Floor
+22'-4"
4th Floor
+33'-0"
T/O Ridge
+52'-0"
1st Floor
+0'-0"
2nd Floor
+11'-8"
3rd Floor
+22'-4"
4th Floor
+33'-0"
T/O Ridge
+52'-0"
1st Floor
-0'-6"
2nd Floor
+11'-8"
3rd Floor
+22'-4"
4th Floor
+33'-0"
T/O Ridge
+52'-0"
Fiber Cement
Lap Siding
Stone Veneer
5366.34
1st Floor
-0'-6"
1st Floor
+0'-0"
5366.84
5366.84 5366.34
5366.84
1st Floor
+0'-0"
5366.34
17
EXTERIOR
ELEVATIONS
BUILDING 2 - NORTH ELEVATION
BUILDING 2 - WEST ELEVATION
BUILDING 2 - SOUTH ELEVATION
BUILDING 2 - EAST ELEVATION
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
1st Floor
+0'-0"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement Lap
Siding, Stained
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Asphalt
Shingles
Metal Canopy
System
Stone VeenerMetal
Canopy
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding,
Stained
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Asphalt
Shingles
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Meter
Center
Meter
Center
T/O Ridge
+51'-0"
1st Floor
-0'-6"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
1st Floor
+0'-0"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
1st Floor
-0'-6"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
Meter
Center
18
5365.45
1st Floor
+0'-0"
5364.95
5365.45
1st Floor
+0'-0"
5364.95
5364.95
1st Floor
-0'-6"
5365.45
5365.45
1st Floor
+0'-0"
5364.95
EXTERIOR
ELEVATIONS
BUILDING 3 - SOUTH ELEVATION
BUILDING 3 - EAST ELEVATION
BUILDING 3 - NORTH ELEVATION
BUILDING 3 - WEST ELEVATION
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Scale: 1/16" = 1'-0"
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Lap Siding
Metal
Canopy
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Asphalt
Shingles
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding,
Stained
Stone Veneer
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Asphalt
Shingles
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding,
Stained
Metal
Canopy
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement Lap
Siding, Stained
Fiber Cement
Lap Siding
Stone Veneer
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding,
Stained
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
Asphalt
Shingles
Fiber Cement
Lap Siding
Meter
Center
Meter
Center
Fiber Cement
Board & Batten
1st Floor
-1'-0"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
1st Floor
-1'-0"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
1st Floor
-1'-0"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
1st Floor
-0'-6"
2nd Floor
+10'-8"
3rd Floor
+21'-4"
4th Floor
+32'-0"
T/O Ridge
+51'-0"
Meter
Center
5369.57
1st Floor
-0'-6"
5369.07
5369.57
1st Floor
-0'-6"
5370.07
1st Floor
+0'-0"
5369.07
5369.07
5369.07
1st Floor
-1'-0"
5370.07
1st Floor
+0'-0"
5369.57
Meter
Center
19
EXTERIOR
ELEVATIONS
20
16-BAY GARAGE FRONT ELEVATION
16-BAY GARAGE BACK ELEVATION
16-BAY GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
16-BAY GARAGE SIDE ELEVATION
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Metal Overhead Door
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
8-BAY GARAGE FRONT ELEVATION
Scale: 1/8" = 1'-0"
8-BAY GARAGE BACK ELEVATION
Scale: 1/8" = 1'-0"
8-BAY GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
8-BAY GARAGE SIDE ELEVATION
Scale: 1/8" = 1'-0"
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Metal Overhead Door
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
Scale: 1/8" = 1'-0"
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
Scale: 1/8" = 1'-0"
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
CORRESPONDS WITH GARAGES 6 & 7
Scale: 1/8" = 1'-0"
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
CORRESPONDS WITH GARAGES 6 & 7 CORRESPONDS WITH GARAGES 6 & 7
CORRESPONDS WITH GARAGES 6 & 7
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
16-BAY GARAGE FRONT ELEVATION
16-BAY GARAGE BACK ELEVATION
16-BAY GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
16-BAY GARAGE SIDE ELEVATION
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Metal Overhead Door
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
8-BAY GARAGE FRONT ELEVATION
Scale: 1/8" = 1'-0"
8-BAY GARAGE BACK ELEVATION
Scale: 1/8" = 1'-0"
8-BAY GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
8-BAY GARAGE SIDE ELEVATION
Scale: 1/8" = 1'-0"
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Metal Overhead Door
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
Scale: 1/8" = 1'-0"
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
Scale: 1/8" = 1'-0"
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
CORRESPONDS WITH GARAGES 6 & 7
Scale: 1/8" = 1'-0"
CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4CORRESPONDS WITH GARAGES 2 & 4
CORRESPONDS WITH GARAGES 6 & 7 CORRESPONDS WITH GARAGES 6 & 7
CORRESPONDS WITH GARAGES 6 & 7
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
EXTERIOR
ELEVATIONS
21
5-BAY GARAGE FRONT ELEVATIONScale: 1/8" = 1'-0"
5-BAY GARAGE BACK ELEVATIONScale: 1/8" = 1'-0"
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Metal Overhead Door
5-BAY GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
5-BAY GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
5-BAY GARAGE WITH PAVILION FRONT ELEVATIONScale: 1/8" = 1'-0"
5-BAY GARAGE WITH PAVILION FRONT ELEVATIONScale: 1/8" = 1'-0"
Fiber Cement
Board & Batten
Metal Overhead Door
5-BAY GARAGE WITH PAVILION SIDE ELEVATIONScale: 1/8" = 1'-0"
5-BAY GARAGE WITH PAVILION SIDE ELEVATIONScale: 1/8" = 1'-0"
Fiber Cement
Lap Siding
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Stone Veneer,
2' in height
CORRESPONDS WITH GARAGES 1, 5, & 8
CORRESPONDS WITH GARAGES 1, 5, & 8
CORRESPONDS WITH GARAGES 1, 5, & 8
CORRESPONDS WITH GARAGES 1, 5, & 8
EXTERIOR
ELEVATIONS
22
TRASH ENCLOSURE FRONT ELEVATIONScale: 1/8" = 1'-0"
TRASH ENCLOSURE BACK ELEVATIONScale: 1/8" = 1'-0"
Steel Panel
Enclosure Doors
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
TRASH ENCLOSURE SIDE ELEVATIONScale: 1/8" = 1'-0"
TRASH ENCLOSURE SIDE ELEVATIONScale: 1/8" = 1'-0"
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
1st Floor
+0'-0"
T/O Wall
+9'-4"
Trash Chute
Door
1st Floor
+0'-0"
T/O Wall
+9'-4"
1st Floor
+0'-0"
T/O Wall
+9'-4"
1st Floor
+0'-0"
T/O Wall
+9'-4"
5-BAY & MAINTENANCE GARAGE FRONT ELEVATION
Scale: 1/8" = 1'-0"
5-BAY & MAINTENANCE GARAGE BACK ELEVATION
Scale: 1/8" = 1'-0"
5-BAY & MAINTENANCE GARAGE SIDE ELEVATIONScale: 1/8" = 1'-0"
5-BAY & MAINTENANCE GARAGE SIDE ELEVATION
Scale: 1/8" = 1'-0"
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten Metal Overhead Door
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
CORRESPONDS WITH GARAGES 3
CORRESPONDS WITH GARAGES 3 CORRESPONDS WITH GARAGE 3
CORRESPONDS WITH GARAGES 3
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
TRASH ENCLOSURE FRONT ELEVATIONScale: 1/8" = 1'-0"
TRASH ENCLOSURE BACK ELEVATIONScale: 1/8" = 1'-0"
Steel Panel
Enclosure Doors
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
TRASH ENCLOSURE SIDE ELEVATIONScale: 1/8" = 1'-0"
TRASH ENCLOSURE SIDE ELEVATIONScale: 1/8" = 1'-0"
Fiber Cement
Lap Siding
Fiber Cement
Lap Siding
1st Floor
+0'-0"
T/O Wall
+9'-4"
Trash Chute
Door
1st Floor
+0'-0"
T/O Wall
+9'-4"
1st Floor
+0'-0"
T/O Wall
+9'-4"
1st Floor
+0'-0"
T/O Wall
+9'-4"
5-BAY & MAINTENANCE GARAGE FRONT ELEVATION
Scale: 1/8" = 1'-0"
5-BAY & MAINTENANCE GARAGE BACK ELEVATION
Scale: 1/8" = 1'-0"
Scale: 1/8" = 1'-0"
5-BAY & MAINTENANCE GARAGE SIDE ELEVATION
Scale: 1/8" = 1'-0"
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten Metal Overhead Door
Stone Veneer,
2' in height
Fiber Cement
Lap Siding
Fiber Cement
Board & Batten
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
CORRESPONDS WITH GARAGES 3
CORRESPONDS WITH GARAGES 3 CORRESPONDS WITH GARAGE 3
CORRESPONDS WITH GARAGES 3
Fiber Cement
Lap Siding
Stone
Veneer,
2' in height
J
LOT 2, BLOCK 1, CHADO SUBDIVISION
REC. NO. 91016826
ZONED C-1
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LOT 2, BLOCK 1, KETELSEN ADDITION
MINOR SUBDIVISION PLAT REC. NO.
F1724000
ZONED PCD
UNPLATTED
ZONED R-2
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WEST 45TH
PLACE
KIPLING STREET
WEST 44TH AVENUE
R.O.W. WIDTH
LOT 1, BLOCK 2
±7.1729 AC
ZONED MU-C
VAN
VAN
GARAGE #4
GA
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#
5
GARAGE #8
GA
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#
6
GA
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7
GARAGE #1
GA
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2
GARAGE #3
BUILDING 3
12" STEP
6" STEP
BUILDING 2
6" STEP
6" STEP
6" STEP
BUILDING 1
J
1.1
2.6
4.8
7.5
10.6
13.0
14.8
12.8
1.8
1.1
3.5
5.8
8.2
10.7
12.6
14.1
11.1
3.0
1.3
5.3
7.0
8.6
9.9
10.9
11.7
8.9
4.2
1.6
8.1
9.2
10.2
11.6
12.8
13.2
11.3
7.5
2.4
11.5
11.8
12.1
13.0
13.2
14.4
13.9
12.3
1.4
13.6
13.9
14.1
14.3
14.7
15.8
13.3
13.9
9.8
13.8
17.0
15.4
17.1
11.0
12.6
18.7
18.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.3
0.4
0.4
0.2
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.4
0.5
0.4
0.6
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.3
0.9
1.8
1.3
0.5
0.1
0.1
0.1
0.2
0.3
0.4
0.6
0.9
1.3
1.3
1.8
2.3
2.1
1.4
1.4
1.1
0.7
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.3
1.4
4.6
2.6
0.5
0.1
3.3
1.7
1.3
1.7
1.9
2.3
2.3
2.3
2.1
1.8
1.5
1.1
0.8
0.5
0.4
0.2
0.1
18.2
3.0
1.3
1.6
1.9
2.2
2.3
2.3
2.1
1.8
1.4
1.1
0.8
0.6
0.4
0.3
12.6
2.8
1.1
1.3
1.5
1.6
1.7
1.7
1.6
1.4
1.2
1.0
0.7
0.5
0.4
0.3
7.0
2.5
0.8
0.8
0.9
0.9
0.9
0.9
0.9
0.9
0.8
0.7
0.5
0.4
0.3
0.2
2.6
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.4
0.3
0.2
0.2
0.1
11.2
2.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
5.0
1.7
0.5
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.6
0.6
0.6
0.7
0.7
0.6
0.6
0.5
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.5
0.6
0.7
0.8
0.8
0.8
0.7
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.6
0.6
0.7
0.8
0.9
0.9
0.8
0.7
0.6
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.3
1.3
4.3
3.0
0.7
0.1
0.2
0.4
0.5
0.6
0.7
0.8
0.9
1.1
1.1
0.9
0.8
0.7
0.6
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.3
0.3
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.4
1.0
2.1
1.6
0.6
0.1
0.2
0.4
0.6
0.7
0.8
1.0
1.1
1.2
1.1
1.1
0.9
0.8
0.7
0.5
0.4
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.5
0.5
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.4
0.4
0.3
0.3
0.3
0.4
0.4
0.4
0.3
0.4
0.4
0.4
0.4
0.5
0.6
0.8
0.6
0.4
0.1
0.2
0.4
0.6
0.7
0.9
1.0
1.2
1.1
1.2
1.2
1.0
0.9
0.7
0.6
0.4
0.3
0.4
0.6
0.6
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.4
0.4
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.4
0.3
0.1
0.1
0.2
0.4
0.6
0.7
0.8
0.9
1.0
0.8
1.1
1.0
0.9
0.8
0.7
0.6
0.5
0.3
0.5
0.9
0.8
0.8
0.8
0.7
0.7
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.7
0.6
0.6
0.5
0.4
0.4
0.4
0.4
0.5
0.6
0.7
0.8
0.8
0.9
0.8
0.8
0.7
0.7
0.6
0.4
0.2
0.1
0.1
0.2
0.4
0.5
0.6
0.7
0.8
0.9
1.0
1.0
0.9
0.8
0.7
0.7
0.6
0.5
0.4
0.8
1.1
1.1
1.1
1.0
0.8
0.7
0.7
0.6
0.7
0.7
0.7
0.7
0.8
0.9
0.9
0.8
0.7
0.6
0.6
0.5
0.4
0.3
0.4
0.6
0.7
0.8
1.0
1.1
1.1
1.1
1.0
0.8
0.7
0.6
0.4
0.2
0.1
0.1
0.2
0.4
0.5
0.6
0.6
0.7
0.8
0.9
0.9
0.8
0.7
0.7
0.7
0.7
0.6
0.6
1.1
1.6
1.6
1.4
1.2
0.9
0.8
0.7
0.6
0.7
0.7
0.8
0.8
0.8
1.0
1.0
0.9
0.7
0.7
0.6
0.5
0.4
0.3
0.4
0.6
0.8
1.0
1.1
1.3
1.4
1.3
1.2
1.0
0.8
0.6
0.4
0.2
0.1
0.1
0.2
0.3
0.4
0.5
0.6
0.6
0.7
0.7
0.8
0.8
0.7
0.7
0.7
0.7
0.7
0.9
1.0
1.9
2.4
2.1
1.8
1.3
1.0
0.8
0.7
0.6
0.7
0.8
0.8
0.9
1.0
1.1
1.2
1.0
0.9
0.8
0.7
0.5
0.4
0.3
0.4
0.6
0.8
1.1
1.3
1.5
1.5
1.5
1.4
1.1
0.9
0.6
0.4
0.2
0.1
0.2
0.3
0.4
0.5
0.6
0.6
0.6
0.6
0.7
0.7
0.6
0.6
0.7
0.7
0.8
1.2
1.6
3.1
3.0
2.6
2.0
1.4
1.0
0.8
0.7
0.6
0.7
0.8
0.9
1.0
1.2
1.2
1.1
0.9
1.0
0.9
0.7
0.6
0.4
0.3
0.4
0.6
0.9
1.1
1.4
1.5
1.3
1.5
1.4
1.2
0.9
0.7
0.4
0.2
0.1
0.1
0.2
0.3
0.4
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.7
0.8
1.2
1.9
2.9
2.9
2.5
2.0
1.4
1.0
0.8
0.7
0.6
0.7
0.8
0.9
0.9
1.1
1.1
1.2
1.1
1.0
0.8
0.7
0.5
0.4
0.3
0.4
0.6
0.8
1.1
1.4
1.5
1.5
1.5
1.4
1.2
0.9
0.6
0.4
0.2
0.1
0.1
0.2
0.2
0.3
0.4
0.5
0.5
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.7
0.8
1.0
1.0
1.8
2.4
2.0
1.7
1.3
1.0
0.8
0.7
0.6
0.7
0.8
0.8
0.8
0.9
1.1
1.2
0.9
0.8
0.8
0.7
0.5
0.4
0.3
0.4
0.6
0.8
1.0
1.2
1.4
1.5
1.4
1.2
1.0
0.8
0.6
0.4
0.2
0.1
0.1
0.1
0.2
0.3
0.3
0.4
0.5
0.5
0.6
0.6
0.6
0.7
0.7
0.7
0.7
0.8
0.8
0.8
1.3
1.7
1.6
1.4
1.2
0.9
0.8
0.7
0.6
0.7
0.7
0.8
0.7
0.8
0.9
0.9
0.8
0.7
0.7
0.6
0.5
0.4
0.4
0.4
0.6
0.7
0.9
1.1
1.2
1.3
1.2
1.1
0.9
0.8
0.6
0.4
0.2
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.5
0.6
0.6
0.7
0.8
0.8
0.8
0.7
0.8
0.8
0.7
1.0
1.3
1.7
1.5
1.8
1.4
1.2
1.5
1.3
1.3
1.5
1.2
1.1
0.8
0.8
0.9
0.8
1.6
1.1
1.3
1.3
0.8
1.0
1.3
1.1
1.3
1.7
1.0
1.0
1.0
1.0
0.9
0.8
0.7
0.6
0.4
0.2
0.1
0.2
1.0
1.0
1.0
1.0
0.1
1.1
1.0
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.5
0.6
0.6
0.7
0.8
0.9
0.9
0.9
0.8
0.7
0.7
0.6
0.8
1.0
6.3
6.8
12.5
7.3
6.7
11.6
7.6
7.2
11.5
6.9
5.1
0.7
0.7
0.7
1.4
13.6
6.6
7.7
11.9
6.3
7.2
11.9
6.6
7.7
13.5
2.3
0.9
0.9
0.8
0.8
0.7
0.6
0.5
0.4
0.2
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
6.7
6.7
0.1
6.9
6.3
0.1
7.0
6.4
0.1
0.1
0.1
0.2
0.3
0.5
0.6
0.7
0.8
0.9
1.0
1.1
1.0
0.8
0.8
0.8
0.7
0.7
0.5
1.0
1.1
0.9
0.7
0.6
0.5
0.4
0.3
0.2
0.1
0.2
0.2
0.3
0.4
0.5
0.5
0.3
0.1
0.1
0.2
0.4
0.5
0.4
0.2
0.1
0.1
0.3
2.5
0.1
0.2
0.4
0.5
0.7
0.8
0.9
1.0
1.3
1.3
1.1
1.1
1.0
0.9
0.8
0.7
0.4
1.4
1.4
0.8
0.7
0.6
0.5
0.4
0.3
0.2
0.2
0.2
0.3
0.4
0.6
0.7
0.7
0.5
0.1
0.1
0.1
0.1
0.3
0.9
0.6
1.0
0.5
0.3
0.2
1.1
13.9
0.1
0.2
0.4
0.5
0.7
0.9
1.0
1.3
1.4
1.4
1.5
1.4
1.3
1.2
1.1
1.0
0.2
2.5
2.4
1.7
1.5
1.3
1.0
0.7
0.5
0.4
0.3
0.3
0.4
0.6
0.9
1.0
1.0
0.7
0.2
0.1
0.1
0.2
0.2
0.3
0.5
1.0
0.3
1.3
1.1
0.8
0.3
0.1
0.2
0.1
0.2
0.4
0.5
0.7
0.9
1.0
1.3
1.4
1.5
1.6
1.6
1.6
1.6
1.6
1.5
1.4
1.3
1.2
1.1
1.0
0.9
0.8
0.7
0.5
0.4
0.3
0.3
0.2
0.3
0.3
0.2
0.1
0.2
0.2
0.2
0.1
0.1
0.1
0.1
2.4
2.4
2.4
2.3
1.9
1.7
1.3
0.9
0.7
0.5
0.4
0.3
0.5
0.7
1.1
1.3
1.4
1.1
0.3
0.1
0.1
0.4
0.7
0.7
0.7
1.0
1.0
1.1
1.2
0.4
0.5
0.6
0.2
3.9
5.0
15.0
8.6
8.7
10.8
5.7
8.0
0.1
0.1
0.2
0.3
0.5
0.7
0.8
0.9
1.1
1.4
1.3
1.5
1.6
1.7
1.8
1.9
2.0
2.1
2.1
1.8
1.6
1.4
1.2
1.1
1.0
1.0
0.9
0.8
0.7
0.7
0.7
0.7
0.6
0.6
0.6
0.5
0.4
0.3
0.2
0.1
0.1
1.7
1.9
2.3
2.4
2.4
2.2
1.9
1.6
1.2
1.0
0.7
0.5
0.4
0.3
0.5
0.8
1.3
1.7
1.7
1.4
0.4
0.1
0.1
0.1
0.2
0.8
0.4
1.1
1.3
0.4
1.1
0.6
0.7
0.9
0.9
0.4
0.1
3.0
3.9
5.1
4.0
2.8
2.2
1.1
1.0
0.2
0.1
0.1
0.2
0.3
0.5
0.6
0.7
0.8
1.0
1.2
1.3
1.4
1.5
1.6
1.8
2.0
2.4
2.6
2.6
2.3
1.8
1.5
1.3
1.3
1.3
1.5
1.7
1.8
1.7
1.8
1.8
1.7
1.6
1.7
1.4
1.2
1.0
0.8
0.8
0.9
1.1
1.3
1.5
1.6
1.7
1.7
1.6
1.4
1.3
1.0
0.8
0.6
0.5
0.3
0.3
0.5
0.9
1.5
2.0
2.0
1.4
0.4
0.2
0.1
0.1
0.2
0.8
0.5
1.1
1.3
0.6
0.9
0.4
0.3
0.4
0.3
0.2
0.1
4.0
4.3
3.8
3.1
1.7
1.2
0.7
0.4
0.2
0.1
0.1
0.2
0.3
0.4
0.6
0.6
0.7
0.9
1.0
1.2
1.2
1.4
1.5
1.8
2.0
2.3
2.6
2.6
2.3
1.8
1.5
1.3
1.2
1.3
1.7
2.3
3.4
5.3
7.1
7.8
6.7
4.8
3.0
2.0
1.3
0.9
0.7
0.6
0.6
0.7
0.7
0.8
0.9
0.9
0.9
0.9
0.8
0.7
0.7
0.5
0.4
0.3
0.3
0.3
0.5
0.9
1.6
2.3
2.4
2.0
0.6
0.3
0.1
0.1
0.3
0.6
0.6
0.6
0.6
0.4
0.2
0.1
0.1
0.1
0.1
0.2
3.2
3.5
2.9
2.5
1.3
0.8
0.5
0.3
0.1
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.6
0.6
0.7
0.8
0.9
1.0
1.1
1.2
1.4
1.6
1.9
2.6
2.8
1.9
1.4
1.1
0.9
0.9
0.9
1.1
1.6
2.5
4.2
6.6
7.9
5.9
3.7
2.2
1.4
0.9
0.6
0.5
0.4
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.2
0.5
0.9
1.7
2.3
2.3
2.3
0.4
0.3
0.1
0.1
0.1
0.1
0.1
0.1
2.0
2.2
3.1
7.9
5.7
1.2
0.1
0.1
0.2
0.3
0.4
0.4
0.5
0.5
0.5
0.6
0.6
0.6
0.6
0.7
0.7
0.8
0.9
1.4
1.1
0.8
0.5
0.4
0.3
0.3
0.4
0.5
0.6
0.9
1.0
1.4
1.5
1.3
1.0
0.8
0.6
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.4
0.5
0.5
0.3
0.2
0.1
0.1
0.2
0.4
0.9
1.6
2.3
2.4
2.1
0.6
0.3
0.1
0.1
0.9
1.1
2.4
9.2
8.8
1.4
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.5
0.6
0.8
0.9
0.8
0.7
0.5
0.3
0.2
0.1
0.1
0.1
0.1
0.2
0.3
0.8
0.9
0.6
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
1.7
1.2
0.5
0.1
0.1
0.1
0.2
0.4
0.8
1.5
2.0
2.0
1.4
0.4
0.2
0.1
0.4
0.5
1.7
6.6
7.2
1.4
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.4
2.2
0.4
0.3
0.2
2.4
1.6
0.1
0.1
0.1
0.2
0.3
0.4
0.5
0.4
0.2
0.1
0.1
0.1
4.7
2.7
0.1
0.7
1.3
0.4
0.1
0.1
0.1
0.2
2.6
13.5
11.9
2.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
1.0
6.9
13.3
1.2
0.2
0.2
3.9
0.3
0.1
0.1
0.1
1.5
9.8
10.5
1.5
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.9
7.7
0.6
0.1
0.1
0.1
0.9
0.2
0.1
1.3
6.5
7.4
1.4
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
1.1
13.1
7.1
0.8
0.1
0.1
4.9
0.1
0.1
2.5
12.3
11.8
2.4
0.1
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
1.1
11.2
4.5
0.6
0.1
1.9
0.1
0.1
0.1
1.8
11.3
10.1
1.5
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.2
0.2
0.2
0.8
5.9
1.9
0.1
0.1
2.3
1.6
0.1
0.1
0.2
0.1
1.4
8.2
8.3
1.4
0.4
0.3
0.3
0.3
0.4
0.4
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.3
1.3
11.6
13.2
1.0
0.1
3.8
1.8
0.1
0.2
0.3
0.4
2.4
11.6
12.1
2.6
0.5
0.4
0.4
0.4
0.5
0.5
0.6
0.6
0.6
0.6
0.6
0.6
0.5
0.5
1.4
10.8
0.6
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0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
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0.0
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0.0
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0.0
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0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
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0.0
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0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
GENERAL NOTES:
SS2H
SS2
SS5
SS5W
SSFT
SS3
SS6
SS2
SS6
SS6
SSR
SSRSS5
SS5W
SS5WSS2H
SSR
SS5
SS1
SC SC SC SC SC SC SC
SCSCSCSCSCSCSC
SCSCSCSC
SC
SC
SC
SC
SC SC SC SC SC SC SC
SCSCSCSCSC
SC SC SC SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SC
SW SW
SW SW
SW
SW
SB SB SB SB
MH +18-0" MH +18-0"
MH +18-0"
MH +10-0"
MH +10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +18-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH
+10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
SB
SB
SB
SB
SC
SC
SC
PROPERTY BOUNDARYPROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
PROPERTY BOUNDARY
SITE WALL
SITE WALL
SITE WALL
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
MH +10-0"
SCMH +10-0"
SB
SB
SB SB SB SB SB
SB
SB
SSRP
SSLP
SSLP
MH +18-0"
MH +18-0"
MH +18-0"
1. ALL EXTERIOR LIGHTING FIXTURES SHALL BE CONTROLLED BY A PHOTOCELL SENSOR
OR ASTRONOMICAL LIGHTING TIME CLOCKTO TURN LIGHTS OFF DURING DAYLIGHT
HOURS. ALL SITE LIGHTIUNG SHALL REMAIN ON FROM DUSK UNTIL DAWN.
2. ALL EXTERIOR LIGHTING SHALL BE DOWNCAST AND FULL CUTOFF.
3. FIXTURE MOUNTING HEIGHTS ARE INDICATED ON PLAN BY MH+##'-##" ADJACENT TO
FIXTURE TAG.
4. PHOTOMETRIC CALCULATIONS ARE BASED UPON A LIGHT LOSS FACTOR OF 1.0.
5. POOL DECK AREA SUBJECT TO POOL FC REQUIREMENTS. AVERAGE MINIMUM
REQUIREMENT 10FC AT POOL SURFACE AND 5FT ONTO DECK AROUND POOL
PERIMETER.
PHOTOMETRIC STATISTICS
AVG MAX MIN MAX/MIN AVG/MIN
0.3FC 18.7FC 0.0FC N/A N/A
NO
R
T
H
1" = 40'-0"
ELECTRICAL SITE PHOTOMETRIC PLAN1
Given Project #
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
IVENG& ASSOCIATES INC
MECHANICAL & ELECTRICAL ENGINEERS
OF 25
22040
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
NOT FOR
CONSTRUCTION
STACK AT WHEAT RIDGE SITE PLAN
A SITE PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
A PART OF THE 22ND SECTION, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON,
STATE OF COLORADO
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
W
H
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
CA
K
BA
B
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/25/2024 SP-05
PHOTOMETRIC
PLAN
23
Given Project #
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
IVENG& ASSOCIATES INC
MECHANICAL & ELECTRICAL ENGINEERS
OF 25
22040
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
NOT FOR
CONSTRUCTION
STACK AT WHEAT RIDGE SITE PLAN
A SITE PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
A PART OF THE 22ND SECTION, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON,
STATE OF COLORADO
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
W
H
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
CA
K
BA
B
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/25/2024 SP-05
LIGHTING
CUTSHEETS
24
1.
REMARKS:
LUMINAIRE SCHEDULE
TAG MOUNTING DESCRIPTION MANUFACTURER MODEL COUNT VOLT
LAMP
HEIGHT REMARKSQTY WATTS SOURCE TEMP LUMENS DIMMING
SB GRADE SITE BOLLARD LITHONIA KBC8-12C-350-30K-ASYM-MVOLT 29 120 V 12 16W LED 3000K 641 -- <varies>
SC SURFACE, WALL EXTERIOR WALL SCONCE BEGA 24 502 K3 95 120 V -- 14 LED 3000K 1,216 0-10V <varies>
SS1 POLE POLE MOUNTED LED AREA LIGHT, TYPE 1 SHORT DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-T1S-MVOLT 1 208 V 30 68W LED 3000K 9,997 0-10V 18'-0''
SS2 POLE POLE MOUNTED LED AREA LIGHT, TYPE 2 DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-T2M-MVOLT 2 208 V 30 68W LED 3000K 9,260 0-10V 18'-0''
SS2H POLE POLE MOUNTED LED AREA LIGHT, TYPE 2 DISTRIBUTION WITH HOUSE-SIDE SHIELD LITHONIA DSX1-LED-P2-30K-80CRI-T2M-MVOLT-HS 2 208 V 30 68W LED 3000K 9,260 0-10V 18'-0''
SS3 POLE POLE MOUNTED LED AREA LIGHT, TYPE 3 DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-T3M-MVOLT 1 208 V 30 68W LED 3000K 9,368 0-10V 18'-0''
SS5 POLE POLE MOUNTED LED AREA LIGHT, TYPE 5 DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-T5M-MVOLT-HS 3 208 V 30 68W LED 3000K 9,782 0-10V 18'-0''
SS5W POLE POLE MOUNTED LED AREA LIGHT, TYPE 5 WIDE DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-T5W-MVOLT-HS 3 208 V 30 68W LED 3000K 9,940 0-10V 18'-0''
SS6 POLE POLE MOUNTED LED AREA LIGHT, TYPE 3 DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-BLC3-MVOLT 3 208 V 30 51W LED 3000K 9,260 0-10V 18'-0''
SSFT POLE POLE MOUNTED LED AREA LIGHT, FORWARD THROW DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-TFTM-MVOLT 1 208 V 30 68W LED 3000K 9,573 0-10V 18'-0''
SSLP POLE POLE MOUNTED LED AREA LIGHT, LEFT CORNER CUTOFF DISTRIBUTION LITHONIA DSX1 LED P8 30K 80CRI LCCO 2 208 V 30 216W LED 3000K 6,875 0-10V 18'-0''
SSR POLE POLE MOUNTED LED AREA LIGHT, RIGHT CORNER CUTOFF DISTRIBUTION LITHONIA DSX1-LED-P2-30K-80CRI-RCCO-MVOLT 3 208 V 30 68W LED 3000K 6,875 0-10V 18'-0''
SSRP POLE POLE MOUNTED LED AREA LIGHT, RIGHT CORNER CUTOFF DISTRIBUTION LITHONIA DSX1 LED P8 30K 80CRI RCCO 1 208 V 30 216W LED 3000K 6,875 0-10V 18'-0''
SW SURFACE, WALL EXTERIOR WALL PACK LITHONIA ARC1-LED-P1-30K-MVOLT-DDBXD 6 120 V -- 11W LED 3000K 1,376 -- 10'-0''
SC SB
SW
Given Project #
735 S. Xenon Ct. #201
Lakewood, Colorado 80228
Ph: 303.716.1270
Fax: 303.716.1272
www.givenandassociates.com
IVENG& ASSOCIATES INC
MECHANICAL & ELECTRICAL ENGINEERS
OF 25
22040
1101 BANNOCK STREET
DENVER, CO 80204
P 303.892.1166
NOT FOR
CONSTRUCTION
STACK AT WHEAT RIDGE SITE PLAN
A SITE PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
A PART OF THE 22ND SECTION, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN COUNTY, CITY OF WHEAT RIDGE COUNTY OF JEFFERSON,
STATE OF COLORADO
OWNER:
DATE:
SHEET TITLE:
CH
E
C
K
E
D
B
Y
:
DR
A
W
N
B
Y
:
ST
A
C
K
A
T
W
H
E
A
T
R
I
D
G
E
SI
T
E
P
L
A
N
W
H
E
A
T
R
I
D
G
E
,
C
O
L
O
R
A
D
O
4600 KIPLING LLC
1250 8TH STREET
MANHATTAN BEACH, CA 92066
CA
K
BA
B
03/14/2023 SP-01
06/23/2023 SP-02
12/12/2023 SP-03
02/29/2024 SP-04
04/25/2024 SP-05
LIGHTING
CUTSHEETS
25
SS1,SS2,SS2H,SS3,SS5,SS5W
SSFT,SSL&SSR, SS6, SSLP, SSRP.