Height Change Diagram - North Elevationdefault.sfplanning.org/publications_reports/cpmc/...1646 North California Boulevard, Suite 400 Walnut Creek, CA 945906 925-940-2200 CIVIL ENGINEER

CPMC

SutterHealth

SmithGroup HerreroBoldt

A SutterHeight Change Diagram - North ElevationST. LUKE’S CAMUPS

5/6/2013

CPMC

SutterHealth


A SutterHeight Change Diagram - East ElevationST. LUKE’S CAMUPS

5/6/2013

CPMC

SutterHealth


A SutterHeight Change Diagram - SouthElevationST. LUKE’S CAMUPS

5/6/2013

CPMC

SutterHealth


A SutterHeight Change Diagram - West ElevationST. LUKE’S CAMUPS

5/6/2013

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

ISSUE REV DATE

California PacificMedical CenterA Sutter Health Affiliate

California Pacific Medical CenterP.O. Box 7999San Francisco, CA 94120

OSHPD # IS-082199ST LUKE'S HOSPITAL

38412.000

CU APPLICATION 05/27/2011

SEALS AND SIGNATURES

Boulder Associates, Inc.5 Third Street, Suite 430San Francisco, CA 94708415.796.6720

ASSOCIATE ARCHITECT

Degenkolb Engineers235 Montgomery Street, Suite 500San Francisco, CA 94101415.932.6952

STRUCTURAL ENGINEER

301 Battery Street, 7th FloorSan Francisco, CA 94111T 415.227.0100F 415.908.0862www.smithgroupjjr.com

ARCHITECT

Silverman & Light1201 Park Avenue, Suite 100Emeryville, CA 94608510.655.1200

ELECTRICAL ENGINEER

Southland Industries33225 Western AvenueUnion City, CA 94587510.477.3300

MECHANICAL ENGINEER

BkF1646 North California Boulevard, Suite 400Walnut Creek, CA 945906925-940-2200

CIVIL ENGINEER

SWA2200 Bridgeway BoulevardSausalito, CA 94966415.332.5100

LANDSCAPE ARCHITECT

CU APPLICATION UPDATE 02/22/2012

CU APPLICATION UPDATE 2 05/06/2013

5/3/

2013

10:

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0 AM

COVER SHEET &SHEET INDEX

G0.01

Conditional Use Permit Application Update 2

INDEX - GENERALG0.01 COVER SHEET & SHEET INDEX

California Pacific Medical CenterSt Luke's Hospital

SHEET INDEX

INDEX - ARCHITECTURALA2.1 HOSPITAL LEVEL 1 FLOOR PLANA2.2 HOSPITAL LEVEL 2 FLOOR PLANA2.3 HOSPITAL LEVEL 3 FLOOR PLANA2.4 HOSPITAL LEVEL 4 FLOOR PLANA2.5 HOSPITAL LEVEL 5 FLOOR PLANA2.6 HOSPITAL LEVEL 6 FLOOR PLANA2.7 HOSPITAL LEVEL 7 FLOOR PLANA2.8 HOSPITAL PENTHOUSE LEVEL PLANA3.1 HOSPITAL ELEVATIONSA3.2 HOSPITAL ELEVATIONSA4.1 HOSPITAL SECTIONA4.2 HOSPITAL SECTION

INDEX - CIVIL & LANDSCAPE STREET(FROM IMPROVEMENT PLAN DATED 02-17-12

C1.1 SIDEWALK LEGISLATION PLANC1.2 SIDEWALK PHASING PLAN - PHASE 1C1.3 SIDEWALK PHASING PLAN - PHASE 2C1.4 SIDEWALK PHASING PLAN - PHASE 3C2.O EXISTING CONDITION AND DEMOLITION PLANC2.1 EXISTING CONDITION AND DEMOLITION PLANC3.0 LAYOUT AND PAVEMENT PLANC4.0 GRADING AND DRAINAGE PLANC4.1 GRADING AND DRAINAGE PLANC5.0 UTILITY OVERVIEWL1.00 LANDSCAPE LAYOUT AND PLANTING PLANL1.01 LANDSCAPE LAYOUT AND PLANTING PLANL3.00 LANDSCAPE DETAILS

Construction of the St. Luke's Replacement Hospital, a214,061 sq. ft. seven-story hospital, providingapproximately 120 acute care beds. The St. Luke'sReplacement Hospital may include, but is not limited to,inpatient medical care, diagnostic and treatment space,surgical care, critical care, labor and delivery, post-partumcare, an emergency epartment,cafeteria, loading area,and central utility plant space.

Primary pedestrian entrance and passenger drop-off is atLevel 1, building entrance on Cesar Chavez. Thehospital's secondary access and the emergencydepartment drop-off is on Level 2 from San Jose Ave. Theloading area entry is on Cesar Chavez.

INDEX - SITEG1.0 KEY PLAN - HOSPITALG3.0 KEY PLAN - PLAZAG3.1 KEY PLAN - MOB

All existing trees to remain are to be protected per the Tree Survey andProtection Plan prepared by Consulting Arborist, Roy C Leggitt with TreeManagement Experts, dated October 28, 2011. Recommendations includebut are not limited to the following:

Pre-Construction Requirements:

Nesting Survey Requirement: The Federal Migratory Bird Treaty Act of1g1a prohibits the laking or destroying of any bird, part, nest or eggs. Tocomply with this law, tree pruning and removal activities should not occurduring bird nesting season. As noted in the Presidio of San FranciscoVegetation Management Plan of 2001, most bird species breed and nestbetween February and August 15. A qualified biologist must evaluate the siteprior to tree work during this timeframeto determine the presence of active or inactive nests, and giverecommendations.

Clearance Pruning: It is preferable to remove branches using clean cutsrather than to break them with equipment. The survey indicates which treesshould be pruned to a street clearance height of 14 feet. Where minimalpruning is indicated, prune as little as possible, tying branches out of the wayas an alternative to making excess cuts. Untie branches when work iscomplete in that immediate area.

A qualified ISA-Certified Ariborist must carry out all pruning in accordance withANSI A300 Pruning Standards and must comply with City of San FranciscoPruning Standards, available from the San Francisco Department of theEnvironment at http://www.sfenvironment.org/our_programs/ Completeclearance pruning before any construction activities beneath the treecommence. Monterey Pines (Pinus radiata) should be pruned only fromNovember through February when bark beetles are least active.

Tree Removals: Remove all trees recommended and approved for removalbefore construction begins. If trees cannot be removed before the start of theproject, they must be protected and alternate means of construction will berequired. Working around trees without taking the protection measuresindicated in this report may create hazard trees and decrease the safety ofthis project. Monterey Pines (Pinus radiata) should be removed duringNovember through February and the stumps ground out to minimize barkbeetle activity that will harm trees of the same species that remain.

Establishment of Tree Protection Zones (TPZs): Establishing and fencingoff the TPZ is vital to tree preservation. Protecting the TPZ prevents damage toroots, branches and trunk, and protects soil from compaction. The optimal TPZis a round area with a radius equivalent to 10 or 12 times the trunk diameter,depending on the tree species, root confinement and soil type. A TPZ of thissize is best to preserve both health and structure of the tree.

Install TPZ fencing in a particular area before work commences. Work within theTPZ is possible, but must be done differently than work outside the TPZ. Do notoperate equipment, store materials or park vehicles within the TPZ. Have theProject Arborist on site for any work within the TPZ. Remove TPZ fencing onlyfor the necessary work and replace it immediately thereafter. Keep TPZ fencingup until construction activities in that area are complete. Because the project ismulti-phased, TPZ fencing may be removed when one phase is complete andre-installed at a later date. The exact timeline for installing and removing TPZfencing for each tree must be established as part of the timing for construction.

To enclose trees in the landscape, use 6-foot high chain link fencing, supportedby 1-1/2 or 2-inch iron pipe, spaced no more than 10 feet apart. Drive the fenceposts atleast 24 inches into the ground. On the St. Luke's campus, it is notpossible to fence off the optimal TPZ for each tree. Follow therecommendations for TPZ fencing in the section titled "Tree Protection byArea."

To protect street trees, the existing pavement forms an effective root buffer, soTPZ fencing is not necessary. Instead, wrap the trunk to prevent injury and coverthe tree wells with plywood covers to prevent soil compaction and toxic runofffrom getting into the soil. For the trunk protection, wrap the trunk a minimum of 3times with orange plastic snow fencing. Place 2 x 4 planks edge-to-edge withthe wide side against the trunk so that the trunk is covered. Wrap the planks aminimum of 3 times with the snow fencing and secure. Cover the tree wells with3/4-inch plywood. Covers should form a square or rectangle that is a few incheslarger than the tree well on all 4 sides, with a circle cut out of the middle for thetrunk. The open area for the trunk should be a minimum 1 inch away from thetrunk, and a maximum of 3 inches. Attach the plywood to the sidewalk so that itcannot be removed or casually moved.

Preservation Requirements during Construction

Project Arborist Requirement: Successful tree preservation depends on ProjectArborist involvement throughout the project, including the landscaping phase. Trees areliving things, and they react to the changes around them. The Project Ariborist providesthe following vital services:• To be on site whenever there is work within the TPZ radius of a protected tree or

withinTPZ fencing. We will advise contractors or subcontractors to minimize impacts totrees, and will either perform or supervise root pruning.

• Review plan changes or additional plans not included in this report for additionalrecommendations.

• Provide monthly inspections of protected trees, especially the Landmark Tree, andto monitor for any changes and make additional recommendations for preservation.

• Inspect protected trees at 6 months and 12 months after the project is completedand make recommendations for their ongoing care.

Air/Water Excavation: The TME Ariborist Report of May 17, 2010, excerpted in Section4, Appendix D, compares the various excavation options in more detail. To summarize:

Excavating trenches with equipment destroys roots. Hand excavation is slow andcan also damage roots. Directional boring can damage unseen roots. Excavatingthe trench using air or water tools preserves roots, moves soil quickly, and allowsthe ariborist to see the roots and make the best decision. Use air or waterexcavation for utility work on Duncan Street, around the Landmark Tree onValencia, on San Jose Avenue, and north of Cesar Chavez.

Selective Root Pruning: Once roots are exposed using air or water excavation, theProject Ariborist will inspect roots and determine which roots should remain and bridgethe trench and which can be removed. Root pruning must be done cleanly with a sharptool, under the direction of or by the Project Arborist.

Existing Pavement as a Root Buffer: The existing paved areas are protecting rootsfrom damage and soil compaction. When existing pavement is removed, the exposedarea within the TPZ radius should be fenced off and protected as described in thisreport. Staging: Stage materials on paved areas and outside of TPZ fencing. Irrigation:Protected trees should be maintained on their normal irrigation schedule throughout theproject. Certain trees that sustain root losses may benefit from increased inrigation, asrecommended by theProject Ariborist.

TREE PROTECTION PLAN

INDEX - CIVILC1.0 SITE PLAN - EXISTING CONDITIONS

PROJECT DESCRIPTION

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38412.000




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STRUCTURAL ENGINEER


ARCHITECT


ELECTRICAL ENGINEER


MECHANICAL ENGINEER


CIVIL ENGINEER


LANDSCAPE ARCHITECT



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KEY PLAN HOSPITAL

G1.0

St. Luke's Replacement Hospital

Demolition of the Redwood Administration Buildingand improvements on existing surface parking lot at3615 Cesar Chavez Street.

Construction of the St. Luke's Replacement Hospital,a 325,690 sq. ft. seven-story hospital providingapproximately 120 acute care beds. The St. Luke'sReplacement Hospital may include, but is not limitedto, inpatient medical care, diagnostic and treatmentspace, surgical care, critical care, labor and delivery,post-partum care, an expanded emergencydepartment, cafeteria, loading area, and centralutility plant space. Refer to sheets A2.1 throughA4.1.

Street Improvements

Cesar Chavez Street sidewalk replacement andwidening (south side between Guerrero Street andthe eastern edge of the St. Luke's ReplacementHospital). Refer to sheets C3.0 & C4.0.

Pedestrian bulbouts on Cesar Chavez Street atGuerrero Street and Valencia Street. Refer tosheets C3.0 & C4.0.

27th Street sidewalk replacement (north side fromwestern property line of the St. Luke's Campus to itsterminus at San Jose Avenue). Refer to sheets C3.0& C4.1.

27th Street/San Jose Avenue terminus streetrepaving (grind and overlay). Refer to sheets C3.0 &C4.1.

27th Street/San Jose Avenue catch basin andmanhole additions/replacements. Refer to sheetC5.0

San Jose Avenue sidewalk replacement (east sidefrom 27th Street to the south facade of the Hartzellbuilding) and including a curb ramp connector. Referto sheets C3.0 & C4.1

Tree planting, landscape, hardscape and otherstreetscape improvements along portions of CesarChavez Street, 27th Street and San Jose Avenue!.Refer to sheets L1.00 & L1.01

Additional Improvements

Realign utilities currently located beneath San JoseAvenue between 27th Street and Cesar ChavezStreet, including existing storm sewer, water main,and electrical and gas lines; Refer to sheet C5.0.

Install underground (hospital emergency generator)fuel storage tanks adjacent to hospital

1

2

3

4

5

9

10

11

6

7

8

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KEY PLAN PLAZA

G2.0

St. Luke's Replacement Hospital

Demolition of existing St Luke’s Hospital tower.

Renovation and reuse of the approximately 31,700 sq. ft.1957 Building as administrative office, storage andconference space.

Medical Office building (MOB)

Temporary drop-off and tree farm.

Street improvements include construction of entry plazaand courtyard and public pedestrian pathway in theformer San Jose Avenue right-of-way between CesarChavez Street and 27th Street, Cesar Chavez sidewalkreplacement and widening (southside between easternedge of the St Luke’s replacement Hospital and thebulbout at Valencia Street) and associated tree planting,landscape, hardscape and other improvements.

1

2

3

4

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KEY PLAN MOB

G3.0

Medical Office Building (MOB)

Construction on the former St. Luke’s Hospital Towersite of an approximately 201,000 sq. ft. five-storybuilding including medical office space, retail andeducation/conference space, and parking on fourbelow-ground levels including approximately 220parking spaces, with vehicular access to theunderground parking garage from Cesar Chavez andValencia Streets. Refer to separate MOB Sheets A2.6through A4.3.

Removal of MRI Trailer and passageway to 1912Building and closure of the 1912 Building’s exterior wallthat connects to the MRI Trailer.Street Improvements, including sidewalk wideningalong the west side of Valencia Street between CesarChavez Street and Duncan/Tiffany Street Streets.Refer to separate Street Improvement Permit Set,C1.4.

Relocate bus stop for the 36-Teresita line. Refer toseparate Street Improvement Permit Set, sheets C3.0and C4.1.

1

2

3

NEIGHBORHOOD SITE PLAN

1

2

3

4

5

7

8

A B C E F G

6

9

MAIN ENTRY

D

CONFERENCE

CLEAN DOCK

LOBBY

ADMIN/CONTROL CENTER

ELECTRICAL

LOADING

ELEVATORS & LOBBY

SOILED DOCK

SUPPORT

CAFETERIA

CORRIDOR

MRI CENTER

168' - 0" 64' - 8"

220'

- 0"

100'

- 0"

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PUC CUP RESUBMITTAL 2011 05 27

PUC CUP RESUBMITTAL 2 2013 05 06

3/32" = 1'-0"

5/3/

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HOSPITAL LEVEL 1PLAN

A2.1

1

2

3

4

5

7

8

A B C E F G

6

9

PUBLIC ENTRY

D

STAIRIMAGING IMAGING

NUCLEARMEDICINE

CLINICALLAB

CORRIDOR

ELEVATORS& LOBBY

LOBBY

LOBBY

STAIR

ADMIN.

EMERGENCY DEPARTMENT

AMBULANCE BAYEMERGENCY DEPARTMENT

ADMIN.

ELECTRICAL

ELEVATOR

TECH.RM

154' - 0"

220'

- 0"

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3/32" = 1'-0"

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A2.2

SCALE: 3/32" = 1'-0"1 LEVEL 2 - AREA PLAN

1

2

3

4

5

7

8

A B C E F G

6

9

D

STAIR

DIAGNOSTICS & TREATMENTELEVATORS, LOBBY & CORRIDOR

SUPPORT

STERILIZATION

168' - 0"

220'

- 0"

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38412.000



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3/32" = 1'-0"

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9 AM


A2.3


1

2

3

4

5

7

8

A B C E F G

6

9

D

INPATIENT CARE

DIAGNOSTICS& TREATMENT

ELEVATORS,LOBBY &CORRIDOR

STAIR

119' - 0"

220'

- 0"

INPATIENT CARE

AHU

ROOF

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3/32" = 1'-0"

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A2.4


1

2

3

4

5

7

8

A B C E F G

6

9

D

STAIR

INPATIENT CARE


DIAGNOSTIC& TREATMENT

STAIR

DIAGNOSTIC& TREATMENT

119' - 0"

220'

- 0"

INPATIENT CARE

DRAWING NUMBER

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38412.000



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3/32" = 1'-0"

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A2.5


1

2

3

4

5

7

8

A B C E F G

6

9

D

STAIR

INPATIENT CARE

DIAGNOSTICS & TREATMENT

SUPPORT


STAIR

INPATIENT CARE

119' - 0"

220'

- 0"

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3/32" = 1'-0"

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A2.6SCALE: 3/32" = 1'-0"1 LEVEL 6 - AREA PLAN

1

2

3

4

5

7

8

A B C E F G

6

9

D

STAIR

INPATIENT CARE

INPATIENT CARE

ELEVATORS,LOBBY &CORRIDORSUPPORT

168' - 0"

220'

- 0"

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A2.7


1

2

3

4

5

7

8

A B C E F G

6

9

D

STAIR

CENTRAL PLANT

ELEVATORCONTROL

CENTRAL PLANT

AHU

AHU

EMERGENCYGENERATOR

CENTRAL PLANT

119' - 0"

220'

- 0"

AHU

EMERGENCY GENERATOR

COOLINGTOWER

COOLINGTOWER

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38412.000



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HOSPITALPENTHOUSELEVEL PLAN

A2.8

SCALE: 3/32" = 1'-0"1 TOP OF ROOF - AREA PLAN

ABCEFG D

LEVEL 1 = 67'-10"

LEVEL 2 = 84'-6"

LEVEL 3 = 101'-6"

LEVEL 4 = 118'-6"

LEVEL 5 = 135'-6"

LEVEL 6: 150'-6"

LEVEL 7: 165'-6"

ROOF: 182'-6"

PENTHOUSE ROOF: 195'-6"

TOP OF PARAPET: 202'-6"

16'-8

"17

'-0"

17'-0

"15

'-0"

15'-0

"15

'-0"

17'-0

"13

'-0"

7'-0

"

A B C E F GD

LEVEL 2 = 84'-6"

LEVEL 3 = 101'-6"

LEVEL 4 = 118'-6"

LEVEL 5 = 135'-6"

LEVEL 6: 150'-6"

LEVEL 7: 165'-6"

ROOF: 182'-6"



17'-0

"17

'-0"

15'-0

"15

'-0"

15'-0

"17

'-0"

13'-0

"7'

-0"

METAL PANEL

GFRC

GFRC

BRICK

BRICK

CURTAIN WALL

STANDING SEAMMETAL ROOF

CURTAIN WALL

1A4.1

METAL PANEL

GFRC

BRICK

GFRC

GFRC

CURTAINWALL

GFRC

GFRC

1A4.1

GFRC

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3/32" = 1'-0"

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HOSPITALELEVATIONS

A3.1

SCALE: 3/32" = 1'-0"1 NORTH ELEVATION

SCALE: 3/32" = 1'-0"2 SOUTH ELEVATION

1234578 69

LEVEL 1 = 67'-10"

LEVEL 2 = 84'-6"

LEVEL 3 = 101'-6"

LEVEL 4 = 118'-6"

LEVEL 5 = 135'-6"

LEVEL 6: 150'-6"

LEVEL 7: 165'-6"

ROOF: 182'-6"



16'-8

"17

'-0"

17'-0

"15

'-0"

15'-0

"15

'-0"

17'-0

"13

'-0"

7'-0

"

1 2 3 4 5 7 86 9

LEVEL 1 = 67'-10"

LEVEL 2 = 84'-6"

LEVEL 3 = 101'-6"

LEVEL 4 = 118'-6"

LEVEL 5 = 135'-6"

LEVEL 6: 150'-6"

LEVEL 7: 165'-6"

ROOF: 182'-6"



16'-8

"17

'-0"

17'-0

"15

'-0"

15'-0

"15

'-0"

17'-0

"13

'-0"

7'-0

"

METAL PANEL

GFRC

GFRC

GFRC

BRICK

1A4.2

CESAR CHAVEZ STREET

27th STREET

GFRC

METAL LOUVER

OPENOPEN

METAL PANEL

BRICK

GFRCGFRC

GFRC

CONCRETE

1A4.2

27th STREET

CESAR CHAVEZSTREET

BRICK

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3/32" = 1'-0"

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HOSPITALELEVATIONS

A3.2

SCALE: 3/32" = 1'-0"1 EAST ELEVATION

SCALE: 3/32" = 1'-0"2 WEST ELEVATION

LEVEL 1 = 67'-10'

LEVEL 2 = 84'-6"

LEVEL 3 = 101'-6"

LEVEL 4 = 118'-6"

LEVEL 5 = 135'-6"

LEVEL 6: 150'-6"

LEVEL 7: 165'-6"

ROOF: 182'-6"



1 2 3 4 5 7 8 96

16'-8

"17

'-0"

17'-0

"15

'-0"

15'-0

"15

'-0"

17'-0

"13

'-0"

7'-0

"

1A4.2

AHU

COOLINGTOWER

GENERATORMECHANICALROOM

MECHANICALROOM

AHUGENERATOR

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3/32" = 1'-0"

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HOSPITAL SECTION

A4.1

SCALE: 3/32" = 1'-0"1 LONGITUDINAL SECTION

CESAR CHAVEZSTREET

27th STREET

LOADING DOCKBEYOND

ABCDEFG

LEVEL 1 = 67'-10'

LEVEL 2 = 84'-6"

LEVEL 3 = 101'-6"

LEVEL 4 = 118'-6"

LEVEL 5 = 135'-6"

LEVEL 6: 150'-6"

LEVEL 7: 165'-6"

ROOF: 182'-6"



16'-8

"17

'-0"

17'-0

"15

'-0"

15'-0

"15

'-0"

17'-0

"13

'-0"

7'-0

"

1A4.1

AHU

COOLINGTOWER

COOLINGTOWER

GENERATOR

MECHANICALROOM

AHU

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3/32" = 1'-0"

5/3/

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3 AM

HOSPITAL SECTION

A4.2

SCALE: 3/32" = 1'-0"1 TRANSVERSE SECTION

DRAWING NUMBER

PROJECT NUMBER

SCALE

DRAWING TITLE

ISSUE REV DATE




38412.000



ASSOCIATE ARCHITECT


STRUCTURAL ENGINEER


ARCHITECT


ELECTRICAL ENGINEER


MECHANICAL ENGINEER


CIVIL ENGINEER


LANDSCAPE ARCHITECT


5/3/

2013

10:

56:3

5 AM

SITE PLAN - EXISTINGCONDITIONS

C1.0

N

N

' ' ~ '

I

' ' ,, ' d~

DEPTH OF PLANTING PIT SHALL NOT BE LESS THAN 1-1/2 TIMES THE DEPTH OF THE ROOTBALL.

TEMPORARY WATERING----, BASIN. FORM SAUCER WITH 3" CONTINUOUS RIM.

NOTES: CONTAINER GROWN SHRUBS - LOOSEN ROOTS AT SIDES OF ROOTBALL.

0

SHRUB PIT

}---- PLANT SHRUB SO TOP OF THE ROOT BALL IS EVEN WITH FINISHED GRADE.

~- COMPACTED BACKFILL MIXTURE

X ROOTBALL DIAMETER

@~~R~~ PLANTING

STEEL HEADER SIM

DIRECTlON OF ROADWAY SLOPE

6 h 1-1 /2'' LIN CREEK ---, PEBBLES MULCH

PLANTING ---,

~ 4'-6" ,if-' '-o" ~ , I

STORM WATER OUTLET----,

ROADWAY CURB-, AND GU~R

14 19' 0"

15

/ ~ :5S3' ';l+-1-

~ I ,;;'/

TREE & _j

TREE GRATE

' . .. .. ~:-' " ' -.. . . -

' '• '· ··-

d \___ 3X8" LIN CREEK

STONE COBBLE MULCH

L__ CONC. SPLASH APRON

L_ __ FLUSH CURB AT STORM WATER INLET; 1.5% SLOPE

@~~9;:-riL TRATION BED

CONCRETE CURB --------------,

#4 @ 12" O.C. E.W. --------------,

1-1/2" LIN CREEK------------,

PEBBLES AND/OR 3X8" LIN CREEK

STONE COBBLE

PLANTING ------;co,----,

CURB

30 MIL --i= IMPERMEABLE LINER

6" BENCH FOR CURB CONSTRUCTlON

IMPORT SOIL COMPACTED TO 95% WHERE SPLASH APRON OCCURS

SOIL FILTER MIX --==~

c__ CONCRETE CURB

EPI CAN

L__ PLANTING SOIL SLOPE TO BE EQUAL TO ROADWAY SLOPE

L__ 2''HX3"W DRAIN INLET, FLUSH WITH CONC PAVING AT 4' D.C.

,---- 2"HX3"W DRAIN INLET FLUSH WITH CONCRETE PAVING AT 4' D.C.

/,--- EXPANSION JOINT TYP

SIDEWALK PAVING

--#4@ 12'' OC.

L_ __ 3-#4 HOR. CONT.

SCARIFY INTERFACE TO PROMOTE CONTINUOUS INFILTRATlON CONC FOOTING

/ 14 0YP,ISAL SECTION AT BIO FILTRATION BED "/ .

. ·. . ' -.

~------------CONCRETE CURB BEYOND

,--------------CONCRETE PAVING

. '· ' '

,------------ CURB CUT RAMP

,---------- EJ BEYOND

,---------ROADWAY CURB BEYOND

" " •

' 0

' n

I PREVAILING WIND

~- 1"X4" SPREADER BOARD

"'- BLACK, RUBBER TIRE TIES, 3/8" x 3/4" x LENGTH REQUIRED

-- 2" OR 3" DIA., LODGEPOLE STAKES, PRESSURE TREATED. SEE SPECIFICATlONS.

~--"-·-~=c co'i/_,l._ ______ TRIM STAKES TO HEIGHT JUST ABOVE .. :::. TIES. TIE TREE TIES @ POINT WHERE

TREES HEAD MOVES FREELY.

~------- 2" DIA., LODGEPOLE STAKES, PRESSURE TREATED

~---l l==i· !·= =11--------- 1"X4" SPREADER BOARD

'Cf:z:='f'W2'f'lir~l. ,jo ~ FINISH GRADE

I I II II

0 ;;,E~_,5TAKING

"

"

CONCRETE PAVING

""

SECTION

II I

I ...

~

PLAN

L/2

I

8 PLANTING PIT

~--+- DECOMPOSED

~---- STRUCTURAL SOILS

GRANITE ~--+- SAND BASE

~--+-COBBLE PAVERS

~---'-- SITE SOIL

II I 1/ I

SEE LAYOUT PLAN

II

L

0 BACK FILL

"

CONCRETE PAVING DECOMPOSED GRANITE

6"X6" COBBLE N/ TREE TRUNK PAVERS SET IN SAND ~~ FACE OF CURB

I I I I

I I II I

'/ ' '·, " ·_-. ' ·_ ·x:

1"-f

' '' ·,- '

·, ... ', '

I' ' ' ' ' - 0

' -' ' '' '

' ~

" -/, .. ·

',,' •·' '

,~-.~

7'-0" k

NOTE: COBBLE TYPE AND COLOR, TBD

L = SPACING AS CALLED FOR IN PLANTING PLANS

'------ EDGE OF PAVING, OR HEADER

' 0

' n

PLAN

0000000 0000000 0000000 0000000 0000000 0000000 0000000

0000000 0000000 0000000 0000000 0000000 0000000 0000000

0000000 0000000 0000000 0000000 0000000 0000000 0000000

SECTION

0000000 0000000 0000000 0000000 0000000 0000000 0000000

0000000 0000000 0000000 0000000 0000000 0000000 0000000

SEE PLAN

0000000 0000000 0000000 0000000 0000000 0000000 0000000

0000000 0000000 0000000 0000000 0000000 0000000 0000000

NOTE:

0000000 0000000 0000000 0000000 0000000 0000000 0000000

TRUNCATED DOME PAVERS MANIFACTURER T.B.D.

0000000 0000000 0000000 0000000 0000000 0000000 0000000

3/16" JOINT TYP.

12" X 12" X 2" ADA-1 WARNING TlLE

1" MORTAR BED

CONCRETE BASE

AGGREGATE BASE

12" X12" X 2" ADA-1 WARNING TILE

95% RELATIVE COMPACTION

5 TRUNCATED DOME PAVERS COMPACTED SUB BASE BASE, 95% RELATIVE COMPACTION

1" = 1'-0'

' n•~

I

" I l"'l I

ccEL"'EV""A"TI"'ON"--=-~H:"EJOA"'DEJORc_ ________ _

PAINTED 5"X~" THICK STEEL HEADER, BLACK

METAL STAKE, BLACK-4 D.C. AND AT ENDS

PLANTING

,---------- STEEL HEADER, BLACK

.-+----PAVERS

SECTION

(D~!~~L HEADER AT PAVERS

2

TOP CAST IN -~ NICKEL BRONZE

1/4" HOLE_/ 3/8" DEEP FOR WRENCH

1/2'' ALL THREAD ROD ----f CAST ALUMINUM BOLLARD BODY

AS SPECIFIED POWDER COAT COLOR

TYPICAL CA'TINCO --,

THICKNESS 1/2''

3 1/2'' DIA STEEL PIPE ----f.

" •"

' ' 16"

"

"

' '

MANUFACTURER: 'URBAN ACCESSORIES' REP: (760) 690-4030 MODEL: DG4 COLOR: TBD FINISH: POWDER COATED

' 0 N

'----CONCRETE FOOTlNG

( 'ALUMINUM BOLLARD AND FOOTING 16' DIA. MIN. 7 ~,~,=~,.~-0~"~~~~~~~~~~~~~~---------------

/

3" C R.

'n '

2x WIDTH OF ROOTBALL

r--TREE STAKING8

~- 2'' LAYER OF MULCH.

~-- PROVIDE WATERING BASIN AT TREES. TREES PLANTED IN LAWN DO NOT REQUIRE A WATERING BASIN.

~~~---- FINISH GRADE.

~--SURFACE AMENDED SOIL. - SEE SPECIFICATION.

SUPPLEMENTAL ADDITIVE. PLACE SUPPLEMENT FIRMLY AGAINST THE ROOT BALL - SEE SPECIFICATION.

~-- SITE SOIL BACK FILL.

CDBKF ENGINEERS

,--------- JOINTS, SEE DETAIL 8 ,------- REINFORCED CONCRETE PAVING,

#3 STEEL BARS AT 24" D.C. BOTH WAYS

(D~2NCRETE PAVING

TOOLED JOINT

NOTE:

1/B" R

3/B"

ELASTROMERIC SEALANT: COLOR, TO BE SELECTED -==t-= FIBER JOINT W/ JOINT CAP

-±- NON-EXTRUDED BITUMINOUS- TYPE, RESILIENT FILLER

,----- #4 REBAR WITH DOWEL SLEEVE @ 18"0.C.

.. ' ' . -·~ . ,.,---.;.•_-· .· ... ·.-·.' ·.·.·

~ g" ~ g" ~ 7r 7r II

EXPANSION JOINT

1. PROVIDE THICKENED CONCRETE SUB-SLAB AT EDGE CONDITION. 2. NO PAVERS SHALL BE CUT SMALLER THAN 3)f WIDE IN ORDER TO AVOID SLIVERS, AND MAINTAIN VISUAL UNIFORMITY. 3. PAVERS ARE TO BE CLEANED, AND SEALED 4. PAVERS TYPE/MANUFACTURER T.B.D.

EXPANSION JOINT

ALIGN

r-- CONCRETE PAVER

~- 3/8" GROUT JOINT

:.t~- 1" MORTAR LEVELING BED

,......- SLIP SHEET

CORNER PATTERN IS TO BE SYMETRICAL.

~-- 4" CONCRETE SLAB, W/REBAR REINFORCING.

3 CONCRETE PAVERS VEHICULAR I 1/2"=1'-0"

w -0 0> z ~om _j -"'"" W U<.DlD ~o I I QODNN :r::N0o:Jo:J (/) 0'<!-'¢

W 5: I I L[)f-ooo LO:::JWLOLO N (f) ~ <.0 <.0 (f) .... ~

z <

__. <(

l-UI a.z Ul<( o_. :Ca. 1-fZz Ww ::::!:::::!: ww U> <Co _.a: a. a_ w::::E a:-Ull- w Ww ~a: :::li_.UI

" lUI

~ ~ w > " " ~ w w z 0

'"

Ill ..J,_ <':; 1-=> wo Clu

0 wu a."' <§.! (.)<C lllE Clz Z<e <"' _J

0 u Vl u z <( 0' ~

r---------- METAL HEADER, BLACK, 0 SEE DETAIL V f--,.--;-;--;-;-1

,--------- 1" SAND SETTlNG BED

z <( Vl

,---------CONCRETE PAVERS

~-CONCRETE PAVING, SEE LAYOUT PLAN

CONCRETE PAVERS - PEDESTRIAN

COMPACTED AGGREGA IT BASE

COMPACTED SUBGRADE

0 z

Drawing Number:

!1; 15 ~~ST~9N AT BIO FILTRATION BED 11 ~hANTING LAYOUT TRIANGLE SPACING (8\~c~,~~.TI~.q .. PIT

~~~·L.~~~~----------------------------------------------------------~~~~--------------------------------------------------------------------~~~~~------------------------------------------------------------_::::_ ________________________________________________________ J_ ________ _j

L3.00 1"=1'-0"

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Height Change Diagram - North Elevationdefault.sfplanning.org/publications_reports/cpmc/...1646 North California Boulevard, Suite 400 Walnut Creek, CA 945906 925-940-2200 CIVIL ENGINEER