DECEMBER 11, 2024
Sheet Index
Title Sheet
Conceptual Landscape Plan
Conceptual Fence and Wall Plan
Courtyard A - Pool Area Enlargement
Courtyard B, and Building A 3rd & 4th Floor Enlargements 01 02
03 04
05 SITE PROJECT SITE PROJECT
IRON LOFTS
L ANDSCAPE ENTITLEMENT PACKAGE
R IVERSIDE , CALIFORNIA
LOCAL CONTEXT
REGIONAL CONTEXT
3RD ST
4TH ST
5TH ST
5TH ST
6TH ST
6TH ST
5TH ST
4TH ST
3RD ST
6TH ST
3RD ST
1ST ST
UNIVERSITY AVE
MISSION
MISSION INN AVEINN AVE
MASSACHUSETTS AVE
SPRUCE ST
RIVERSIDE CANALCOMMERCE ST
COMMERCE ST
VINE ST
RIVERSIDE CANAL
MAIN ST
MARKET ST
91 HWY
91 HWY
ARCHITECT
CLIENT
PR-2023-001469 (GPA, SPA, ZC, TM, PPE) Exhibit 11 – Project Plans Palms and vertical screen
Palms and tree legend
VINES legend
Accent Tree
Canopy Tree
Olea europaea (Fruitless Var.)
Fruitless Olive Tree
Dracaena draco
Dragon Tree
Tristania conferta
Brisbane Box
Koelreuteria bipinnata
Chinese Flame Tree
36” Box
24” Box
24” Box
24” Box
sym symNAME NAMESIZE SIZE
Phoenix dactylifera ‘Medjool’
Medjool Date Palm
25’ BTH
SHRUBS/G.C. NORTH/EAST Exposure
biofiltration shrubs and g.C.
SHRUBS
Shrubs AND GROUNDCOVERs Legend
Chilopsis linearis
Desert Willow
Cordyline baueri
Bauer’s Dracaena
Dasylirion longissimum
Silver Desert Spoon
Juncus patens
California Gray Rush
Lantana m. ‘White’
White Lantana
Mahonia nevinii
Nevin’s Barberry
Muhlenbergia spp.
Muhly Grass
Low /
Medium
Dianella r. ‘DR5000’ PP#17,719
Little Rev Flax Lily
Furcraea foetida
Mauritius Hemp
Low
Low
Low
Low
Low
Medium
Low
Low
sym NAME NAME
NAME NAME
WUCOLS WUCOLS
WUCOLS WUCOLS
Agave ‘Blue Glow’
Blue Glow Agave
Aloe ‘Leo 3711’
Super Red Aloe
Callistemon v. ‘Little John’
Little John Bottlebrush
Echinocactus grusonii
Golden Barrel Cactus
Low
Low
Low
Low Hesperaloe parviflora
Red Yucca
Muhlenbergia rigens
Deer Grass
Senecio mandraliscae
Blue Chalk Sticks
Salvia greggii
Autumn Sage
Salvia leucantha
Mexican Sage
Yucca aloifolia
Spanish Dagger
Westringia fruticosa
Coast Rosemary
Westringia fruticosa
Coast Rosemary
Rosmarinus o. ‘Lockwood de Forest’
Lockwood De Forest Rosemary
Low
Low
Low
Low
Very Low
Very Low
Low
Low
Low
Property Line
/ Right of Way
Proposed
Property Line
/ Right of Way
Existing
Property Line
/ Right of Way
Property Line
0 20’ 40’ 80’
1” = 40’-0”Plan
SCALE IF PRINTED AT FULL SIZE 24”X36”
Project monumentation signage
Enchanced vehiculars pavers at entry drive aisle
Natural grey concrete with retardant finish and
sawcut joints at walkways
Trash enclosure
Transformer
Fenced dog park area
6’H CMU wall at property line
Decorative wall made from salvaged CMU blocks
Enchanced pedestrian pavers
Raised planter with accent tree
Parking lot tree
Shade tree
Accent palm tree
Carport
5’H Decorative weathered steel panel wall
Bench
Decomposed granite
1 2
4 5
7 11
12 13
14 15
16 17
9 3
6 8
10 Proposed improvements
The selection of plant material is based on cultural, aesthetic, and maintenance considerations. All planting areas shall be prepared with appropriate soil amendments, fertilizers, and appropriate supplements based upon a soils report from an agricultural suitability soil sample taken from the site. Ground covers or gravel mulch shall fill in between the shrubs to shield the soil from the sun, evapotranspiration and run-off. All the flower and shrub beds shall be gravel mulched to help conserve water, lower the soil temperature and reduce weed growth. The shrubs shall be allowed to grow in their natural forms. All landscape improvements shall follow the City of Riverside Guidelines.
Planting NOTES
Final Landscape Plans shall accurately show placement of trees, shrubs, and groundcovers.
Landscape Architect shall verify utility, sewer, storm drain easement and place planting locations accordingly to meet City of Riverside requirements.
All required landscape areas shall be maintained by owner per the City of Riverside requirements.
No existing trees on-site shall be protected.
All existing street tree shall be protected in place; additional 24" box size Magnolia grandiflora may be required if existing street trees are dead or in poor condition. Planting, staking, irrigation, and root barriers shall conform to Landscape & Forestry specifications. Tree inspector will make final determination of precise locations after fine grading and hardscape installation is complete.
Any off-site improvement plans to be approved by Public Works prior to issuance of construction permit.
A.
B.
C.
D.
E.
F.
GENERAL NOTES
An automatic irrigation system shall be installed to provide coverage for all planting areas shown on the plan. Low precipitation equipment shall provide sufficient water for plant growth with a minimum water loss due to water run-off. Irrigation systems shall use high quality automatic control valves, controllers and other necessary irrigation equipment. All components shall be of non-corrosive material. All drip systems shall be adequately filtered and regulated per the manufacturer’s recommended design parameters. All irrigation improvements shall follow the City of Riverside Guidelines for water efficient landscapes. The estimated applied water use allowed for the landscape area shall not exceed the MAWA calculation.
IRRIGATION NOTES
13 3110 10 82
210
11 13 12 1515 1
14 3
3 5
5 5
5 10
17 2
6 7
12 13
12 16
2 11
14 4
3 13
12 street trees
Magnolia grandiflora ‘St Mary’
Saint Mary Magnolia
Dolichandra unguis-cati
Cat’s Claw Vine
Distictis buccinatoria
Blood Red trumpet Vine
Celtis sinensis
Chinese Hackberry
Quercus shumardii
Shumard Oak
Quercus agrifolia
Coast Live Oak
24” Box
25’ O.C.
5 GAL.
20’ O.C.
Low Medium5 GAL.
20’ O.C.
24” Box
25’ O.C.
24” Box
25’ O.C.
24” Box
As Shown
MISSION INN AVENUE
5TH ST
6TH ST
COMMERCE ST
COURTYARD
A - POOL AREA
ENLARGEMENT
REFER TO SHEET 04
COURTYARD B
ENLARGEMENT
REFER TO SHEET 05
4TH FLOOR DECK
- ENLARGEMENT
REFER TO SHEET 05
3RD FLOOR DECK
- ENLARGEMENT
REFER TO SHEET 05
parking lot landscape tabulations
requirement ProvidedRequiredPARKING LOT QTY.
Parking Lot Landscape Area is required to be
5% or greater of total Parking Lot Area
Parking Lot Tree - One shade tree is
required per 4 uncovered parking stalls
7,742 SF 154,847 SF
22 87 Uncovered P.S.
15,558 SF
25 3’H MIN. SCREENING SHRUBS
Dodonea v. ‘Purpurea’
Purple Hopseed Bush
Leucophyllum f. ‘White Cloud’
White Cloud Texas Sage
Podocarpus e. ‘Monmal’
Icee Blue Yellow-Wood
Olea europaea ‘Montra’
Little Ollie Dwarf Olive
Low
Very Low Medium
Low
Visible transformer and utilties shall be screened by landscape in order to improve the aesthetics from the public right-of-way per City of Riverside code No. RMC 19.555.020.B1.
Transformer and utilities note
15 GAL
8’-0” O.C.
15 GAL
4’-0” O.C.
1 5 GAL
4’-0” O.C.
1 5 GAL
3’-0” O.C.
SIZE/
SPACING
SIZE/
SPACING
SIZE/
SPACING
SIZE/
SPACING
15 GAL
15’-0” O.C.
1 GAL
5’-0” O.C.
5 GAL
8’-0” O.C.
1 GAL
2’-0” O.C.
5 GAL
2’-6” O.C.
15 GAL
Per Plan
15 GAL
3’-0”
15 GAL
Per Plan
1 GAL
3’-0” O.C.
5 GAL
Per Plan
5 GAL
3’-0” O.C.
5 GAL
Per Plan
15 GAL
3’-6” O.C.
15 GAL
3’-0” O.C.
5 GAL
3’-0” O.C.
1 GAL
1’-0” O.C.
5 GAL
2’-0” O.C.
5 GAL
4’-0” O.C.
15 GAL
4’-0” O.C.
5 GAL
4’-0” O.C.
5 GAL
4’-0” O.C.
1 GAL
4’-0” O.C.
LANDSCPAE CONCEPTUAL DESIGN | DECEMBER 11 , 2024
IRON LOFTS
02 CONCEPTUAL LANDSCAPE PLAN
PR-2023-001469 (GPA, SPA, ZC, TM, PPE) Exhibit 11 – Project Plans 0 20’ 40’ 80’
1” = 40’-0”Plan
SCALE IF PRINTED AT FULL SIZE 24”X36”
D-PERIMETER WALL
SCALE: 3/4"=1'-0"
6'-0" MIN., WALL TO BE 4'-0" WHERE IT IS WITHIN THE 15' SETBACK (NOTE: PENDING THE FINISH GRADE ELEVATIONS, WALL SHALL BE
STEPPED IN ONE BLOCK HEIGHT INCREMENTS)
3 *
*
12" MIN.
6 5
2 FINISH GRADE
4 8x8x16 CMU BLOCK. BURNISHED FINISH3
2 2x8x16 BLOCK CAP (PRECISION)
1 Section
Scale: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING PER
STRUCTURAL ENGINEER'S DETAIL.
4 5
PROPERTY LINE
PROJECT SIDEADJACENT PROPERTY
7 COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
6 7
REINFORCEMENT
PILASTER
1 CONCRETE FOOTING
D-PERIMETER WALL
SCALE: 3/4"=1'-0"
6'-0" MIN., WALL TO BE 4'-0" WHERE IT IS WITHIN THE 15' SETBACK (NOTE: PENDING THE FINISH GRADE ELEVATIONS, WALL SHALL BE
STEPPED IN ONE BLOCK HEIGHT INCREMENTS)
3 *
*
12" MIN.
6 5
2 FINISH GRADE
4 8x8x16 CMU BLOCK. BURNISHED FINISH3
2 2x8x16 BLOCK CAP (PRECISION)
1 Section
Scale: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING PER
STRUCTURAL ENGINEER'S DETAIL.
4 5
PROPERTY LINE
PROJECT SIDEADJACENT PROPERTY
7 COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
6 7
REINFORCEMENT
PILASTER
1 CONCRETE FOOTING
D-CARPORT ENHANCEMENT WALL
SCALE: 3/4"=1'-0"
3X3 STEEL POST
1x1 STEEL FRAME WELDED TO
CENTER OF POSTS
5'-0" 2"
1 4" THICK CORTEN STEEL
PANEL ATTACHED TO CENTER
OF STEEL FRAME
FINISH SURFACE OF
CONCRETE PAVING
CONCRETE FOOTING
8'-0" MAX. (EQUALLY SPACED)
EQ. EQ.
CL
CL
CL
EQ.
CL
1x1 STEEL FRAME
1 4" THICK CORTEN STEEL
PANEL ATTACHED TO CENTER
OF STEEL FRAME
3X3 STEEL POST
1x1 STEEL FRAME WELDED TO
CENTER OF POSTS
3"
FINISH GRADE
Salvaged wall with plaque
describing the historical
significance of the Soda
Works Building
6’-0” High CMU wall with burnish finish with columns
at Property Line (refer to detail 01 for reference.)
Columns to be at MAX distance of 50’ O.C. from each
other. Any section of the wall that is within the 15’
Setback is to be 4’-0”H.
6’-0” Decorative metal post fencing at pool area (refer to detail 02 for reference.)
6’-0” High decorative spa wall
6'-0" High tubular steel fence (refer to detail 03 for
reference.)
3’-6” High tubular steel dog park enclosure fence.
Monumentation Signage by Signage Consultant. To
be design and submitted to the City for approval at a
later phase.
5’-0” High Decorative weathered steel panel wall
Salvaged Wall (36”H to 42”H and 15’-0” Max length,
verified by field condition and salvaged material.)
FENCES AND WALLS LEGEND
All walls to match the Architecture - material, finish, and color. All fence match the Architecture metal work finish and color.
WALL AND FENCE MATERIAL AND COLOR NOTE
MISSION INN AVENUE
5TH ST
6TH ST
COMMERCE STREET
LANDSCPAE CONCEPTUAL DESIGN | DECEMBER 11 , 2024
IRON LOFTS
03 CONCEPTUAL FENCE AND WALL PLAN
DETAIL 01: Perimeter and POOL CMU WALL
DETAIL 04: decorative Weathered Steel wall
DETAIL 02: DECORATIVE
METAL POST FENCING
Scale: NTS
Scale: NTS
1/4” THICK WEATHERED STEEL
PANEL ATTACHED TO CENTER
OF STEEL FRAME
1/4” THICK WEATHERED STEEL
PANEL ATTACHED TO CENTER
OF STEEL FRAME
Scale: NTS
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
DETAIL 03: Perimeter and POOL FENCE
Scale: NTS
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
D-POOL FENCE
SCALE: 3/4"=1'-0"
CONCRETE HEADER CURB ONLY AT
FENCING ENCLOSING POOL AREA
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
*
*
5 4
6 1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
7 FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.
8 8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
D-POOL FENCE
SCALE: 3/4"=1'-0"
CONCRETE HEADER CURB ONLY AT
FENCING ENCLOSING POOL AREA
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
*
*
5 4
6 1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
7 FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.
8 8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
D-POOL FENCE
SCALE: 3/4"=1'-0"
CONCRETE HEADER CURB ONLY AT
FENCING ENCLOSING POOL AREA
3 15 16" MAX.
6'-0" MAX. (EQUALLY SPACED)
2"
5'-0" MIN.
*
*
5 4
6 1"x112" - 16 GAUGE TUBULAR STEEL TOP,
MIDDLE AND BOTTOM RAIL. ALIGN TOP OF RAIL
FLUSH WITH POST AND WELD TO CENTER OF
POST
2" SQ. - 12 GAUGE TUBULAR STEEL POST WITH
FLUSH CAP
5 8" SQ. 16 GAUGE TUBULAR STEEL PICKETS
WELDED TO CENTER OF TOP, MID AND BOTTOM
RAIL
1 2
3 CONCRETE FOOTING, REFER TO STRUCTURAL
ENGINEER'S PLANS
REINFORCEMENT PER STRUCTURAL
ENGINEER'S PLANS
COMPACTED SUBGRADE PER GEOTECHNICAL
REPORT
4 5
6 FOOTING DIMENSIONS AND REINFORCING
PER STRUCTURAL ENGINEER.*
NOTES
7 FINISH GRADE7
CONCRETE MOW CURB UNDER FENCE8
6" MIN.
8 8
EXISTING BUILDING9
1 2
3 9
3"
6"
1. REFER TO MATERIALS SCHEDULE SHEET
LCM-01 FOR ALL COLORS, MATERIALS, FINISHES
AND SPECIFICATIONS.
2. ALL WELDS SHALL BE 18" CONTINUOUS FILLET
WELD ALL AROUND. GRIND ALL WELDS SMOOTH.
3. PAINT ONE COAT PRIMER ENAMEL AND TWO
COATS OF COLOR
4. ALL MEMBERS TO BE ZINC METALIZED.
D-DECORATIVE POSTS
SCALE: 3/4"=1'-0"
* FOOTING DIMENSION AND REINFORCING REFER
TO STRUCTURAL ENGINEER'S DETAIL.
NOTES:
REFER TO MATERIALS SCHEDULE SHEET LCM-01
FOR ALL COLORS, MATERIALS, FINISHES AND
SPECIFICATIONS.
6'-2"
*
315 16"
CLR., TYP.
1 1
2 4
5 7
3 2" SQ. BLACK STEEL PIPE1
CONCRETE FOOTING REFER TO STRUCTURAL
ENGINEER'S PLANS
2 FINISH GRADE3
CONCRETE PAVING4
COMPACTED SUB-GRADE PER
GEOTECHNICAL REPORT
5 FINISH SURFACE6
3", CLR.
Elevation
Scale: 3/4"=1'-0"
Section
Scale: 3/4"=1'-0"
6'-0" MIN.
6 *
1 7
5 3", CLR.
Section - In Planter
Scale: 3/4"=1'-0"
3 CONCRETE CURB WITH 14" RADIUS ALONG
ALL EXPOSED EDGES WITH SMOOTH TROWEL
FINISH
7 8"8"
2"
PR-2023-001469 (GPA, SPA, ZC, TM, PPE) Exhibit 11 – Project Plans New Handrails along elevated pathway of historic
building per Historic Prevservation Consultant
Natural grey concrete with retardant finish and
sawcut joints at pool deck area
Natural grey concrete with retardant finish and
sawcut joints at walkways
6’H tubular steel security fencing
6’H tubular steel secured gate
6’H decorative metal post fencing
6’H spa accent wall
Historic Building renovation per Architect
Shade trellis over mixed seating areas
Raised planter with accent tree
Fire pit with banquette seating area
BBQ counter with grill
Shade tree
Accent palm tree
Cabana with soft seating
1 2
4 5
7 11
13 14
15 9
3 6
8 10
12 Proposed improvements
0 5’ 10’ 20’
1” = 10’-0”Plan
SCALE IF PRINTED AT FULL SIZE 24”X36”
Renovated with
recreation room, pool
equipment room,
restroom and showers
rooms per Architect
8 7
14 4
5 1
6 2
13 151414
11 53414
3 9 12 3 54
4 Proposed Property
Line / Right of Way
Existing Property
Line / Right of Way
For trees, shrubs, and groundcovers information - refer to Sheet 01, ‘Conceptual Landscape Plan - Ground Level.’
Plant LIST NOTE
COMMERCE STREET
Bike Rack
LANDSCPAE CONCEPTUAL DESIGN | DECEMBER 11 , 2024
IRON LOFTS
04 COURTYARD A - POOL AREA ENLARGEMENT
PR-2023-001469 (GPA, SPA, ZC, TM, PPE) Exhibit 11 – Project Plans courtyard b enlargement
6 3
9 1
10 543
2 Shade trellis over mixed seating areas
Shade trellis with counter bar
Natural grey concrete with retardant finish and
sawcut joints at walkways
6’H tubular steel security fencing
6’H tubular steel secured gate
BBQ counter connected to breakfast base at
Courtyard B
2’H Fiberglass planter with 3’H shrubs to screen
private patio
Proposed part the parapet wall to be glass
instead of a solid wall.
Fire pit with lounge seating
Raised planter with accent tree
Sectional lounge seating
Dining table and chairs
Shade Trellis attached to the building
Accent paver field
ADA accessible counter along roof deck edge
BBQ grill and counter on roof terrace
4’x8’ Fire Pit with Adirondack chairs
3’-6” SQ x3’H Fiberglass tree planter
2’H Fiberglass planter
1 2
4 5
7 11
12 9
3 6
8 10
Proposed improvements
8 17
1914121314
1615 1118
Level 04 roof terrace enlargement
0 5’ 10’ 20’
1” = 10’-0”Plan
SCALE IF PRINTED AT FULL SIZE 24”X36”
Level 03 roof terrace enlargement
7 18
14 11 12
0 5’ 10’ 20’
1” = 10’-0”Plan
SCALE IF PRINTED AT FULL SIZE 24”X36”
13 14
16 17
19 15
18 For trees, shrubs, and groundcovers information - refer to Sheet 01, ‘Conceptual Landscape Plan - Ground Level.’
Plant LIST NOTE
0 5’ 10’ 20’
1” = 10’-0”Plan
SCALE IF PRINTED AT FULL SIZE 24”X36”
LANDSCPAE CONCEPTUAL DESIGN | DECEMBER 11 , 2024
IRON LOFTS
05 COURTYARD B, AND BUILDING A 3RD & 4TH FLOOR ENLARGEMENTS PR-2023-001469 (GPA, SPA, ZC, TM, PPE) Exhibit 11 – Project Plans