Agenda packet — Palm Springs City Council, July 28, 2022 (part 2 of 4)

applicable specific plan(s) and overall objectives of the zoning ordinance.

The approval of this AMM application is requested for an increase in the maximum allowable building height and a front yard setback reduction for a hillside single-family residence in accordance with Palm Springs Zoning Code Sections 92.01 .03(8)(5) and 94.06.01(A)(10). The project proposes the building height of 23.6 feet a 10-foot front yard setback. As explained in Finding L 1 above, AMM approval is requested for a project which is not consistent with the Community Design Element of the Palm Springs 2007 General Plan that states, "The City of Palm Springs is visually defined by both its natural and built environments. Traditionally. The City's built environment has respected and complemented the natural environment ... " (Palm Springs 2007 General Plan, Community Design Element, page 9-2). Therefore, the proposed project does not meet this finding.

2. The approval of the minor modification is justified by environmental features, site conditions, location of existing improvements, or historic development patterns of the property or neighborhood.

This AMM approval is requested for a proposed residence with a prominent cantilever, which projects into the canyon in the rear far more than other existing residences on the rim. Additionally, the massing of the proposed residence is greater than other residences found in the neighborhood. Since the proposed project is not consistent with the historic development pattern of the neighborhood, it does not meet this finding.

THE PLANNING COMMISSION RESOLVES:

Based upon the foregoing, the Planning Commission denies Case No. 3.4215 MAJ and Case No. 7 .1632 AMM for the construction of a 3,278-square-foot single-family residence with the maximum building height of 23.6 feet and a 10-foot front yard setback on a 15, 173-square-foot undeveloped hillside parcel located at 310 West Crestview Drive (APN: 513-361-024).

ADOPTED this 23rd day of February, 2022.

AYES:

NOES:

ABSENT:

ABSTAIN:

ATTEST:

AYLAIAN, HIRSCHBEIN, MILLER, WEREMIUK

ROBERTS

ERVIN, MORUZZI
NONE

CITY OF PALM SPRINGS, CALIFORNIA
Item 1I - 47
Planning Commission Resolution No. 6901
Case 3.4215 MAJ & Case 7.1632 AMM
Assistant Director of Planning
February 23, 2022

Page 5 of 5 ends

ATTACHMENT F
Item 1I - 48
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A/C AIR CONDITIONING

ADJ ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR

ALT ALTER OR ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BHO BASELINE HILLSIDE

ORDINANCE

BD BOARD

BITUM BITUMINOUS

BLDG BUILDING

BMO BASELINE

MANSIONIZATION

ORDINANCE

BOT BOTTOM

CAB CABINET

CL CENTERLINE

CLG CEILING

CLO CLOSET

CLR CLEAR

CONC CONCRETE

CONT CONTINUOUS

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DN DOWN

DWG DRAWING
(E) EXISTING
E EAST

EA EACH

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT
E.W. EACH WAY

EXT EXTERIOR

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH

FT FOOT, FEET

FURR FURRING, FURRED

GA GAUGE

GALV GALVANIZED

GYP GYPSUM
H.B. HOSE BIB
H.C. HOLLOW CORE

HVAC HEATING, VENTILATION
& AIR CONDITIONING

INSUL INSULATION

INT INTERIOR
L.H. LEFT HAND

MAX MAXIMUM

MECH MECHANICAL

MTL METAL

MFR MANUFACTURE

MIN MINIMUM

MISC MISCELLANEOUS

MTD MOUNTED
(N) NEW

N NORTH
N.I.C. NOT IN

CONTRACT

NO NUMBER

NOM NOMINAL
N.T.S. NOT TO SCALE

O/ OVER
O.C. ON CENTER

OPP OPPOSITE
P.L. PROPERTY LINE

PLYWD PLYWOOD

RAD RADIUS

REF REFERENCE

REFR REFRIGERATOR

REQ REQUIRED

REV REVISED
R.H. RIGHT HAND
R.O. ROUGH OPENING

S SOUTH

SIM SIMILAR

SPEC SPECIFICATION

SQ SQUARE
S.S. STAINLESS
STEEL

STL STEEL

STRUCT STRUCTRUAL
T.O.S. TOP OF SLAB

TYP TYPICAL
U.O.N. UNLESS

OTHERWISE
NOTED

VERT VERTICAL
V.I.F. VERIFY IN
FIELD
W WEST

W/ WITH

W/O WITHOUT
W.C. WATER CLOSET

WD WOOD

WPM WATERPROOF

MEMBRANE

PROJECT DESCRIPTION
NEW CONSTRUCTION OF 2775 SF SINGLE FAMILY RESIDENCE + 503 SF DETACHED 2-CAR GARAGE

PROJECT ADDRESS
310 W CRESTVIEW DR
PALM SPRINGS, CA 92264
OWNER
NAME: CARMELITA PROPERTIES LIMITED
ADDRESS: 1775 E PALM CANYON DR STE 110-217
PALM SPRINGS, CA 922264-1623

LEGAL DESCRIPTION
LOT: LOT 17
TRACT: PALM CANYON MESA TRACT
MAP REFERENCE: MB 12/52-56
PARCEL NUMBER (APN): 513-361-024

ZONING INFORMATION
ZONING: R-1
HILLSIDE AREA: YES
SPECIFIC PLAN: N/A
FIRE ZONE:

CONSTRUCTION TYPE: VB

REQUIRED SETBACKS
FRONT YARD: 25'
SIDE YARD: 10'
REAR YARD: 15'
LOT COVERAGE (SEE SHEET 14/T0.00 FOR CALCS)
LOT AREA: 15,173 SF
LOT COVERAGE: 22.8% (3465 SF / 15173 SF)
MAX ALLOWABLE: 35%
RESIDENTIAL FLOOR AREA (RFA) (SEE SHEET 13/T0.00 FOR CALCS) PROPOSED FLOOR AREA: 3278 SF
MAX. ALLOWABLE:

BUILDING HEIGHT
MAX HEIGHT: PER DIRECTOR
BLDG HEIGHT: VARIES

PARKING
REQUIRED: 2 COVERED
PROPOSED: 2 COVERED / 2 UNCOVERED

GRADING
TOTAL CUT/FILL: .

TOTAL BACKFILL:

TOTAL IMPORT/EXPORT:

CODES AND STANDARDS
CALIFORNIA BUILDING CODE 2020 EDITION
CALIFORNIA GREEN BUILDING CODE 2020
CALIFORNIA MECH CODE 2020
CALIFORNIA ELEC CODE 2020 EDITION
CALIFORNIA PLUMBING CODE 2020 EDITION

CAL/OSHA

DEFERRED SUBMITTALS
...........
...........
............
.............

LOT
17 10' SIDE SETBACK
10' SIDE SETBACK
25' FRONT SETBACK
15' REAR SETBACK
P/L
P/L
P/L
P/L
P/L
POOL
1 STORY FAMILY

RESIDENCE
2775 SF
DETACHED 2-
CAR
GARAGE
503 SF
DRIVEWAY 10'-0"
10'-0"
15'-0"

CRESTVIEW DR

LOT WIDTH
105'-1 1/4"
LOT DEPTH149'-8 1/2"
P/L

SETBACK
10' 15'
41' REAR BLDG SETBACK

SIDE BLDG SETBACK
12'-1 1/4"

SOILS ENGINEER

LANDMARK GEO-ENGINEERING
780 N.4TH STREET
EL CENTRO, CA 92243
(760) 370-3000
[email protected]

STRUCTURAL ENGINEER

BEYOND ENGINEERING

INCORPORATED
15901 HAWTHORNE BLVD. SUITE 220,
LAWNDALE, CA 90260
(310) 793-8410
[email protected]

CIVIL ENGINEER

OBANDO & ASSOCIATES INC
1453 14TH STREET, SUITE A

SANTA MONICA, CA
(310) 821-7555
CLIENT

CARMELITA PROPERTIES LIMITED
1775 E PALM CANYON DR STE 110-217
PALM SPRINGS, CA 922264-1623

ARCHITECT
HAWKINS+MARSHALL
5319 W 123RD PL
HAWTHORNE, CA 90016
(678) 478-7529 TEL
WWW.HAWKINSMARSHALL.COM
[email protected]
C-36205

SURVEYOR

FOMOTOR ENGINEERING
225 S. CIVIC DRIVE, SUITE 1-5
PALM SPRINGS, CA 922262
(760) 323-1842

WINDOW SYMBOL
ROOM NO.

REFERENCE LETTER

DOOR SYMBOL

34.B
005.1
ROOM NO.

REFERENCE NO.

REV. NO.
3 REVISION CLOUD

ROOM NAME
ROOM NO.

ROOM LABEL
LIVING
ROOM
002

SECTION
SECTION NO.
4 A4.4
SHEET NO.

AREA REF
DETAIL NO.

SHEET NO.

DETAIL

EXTERIOR ELEVATION
SHEET NO.

ELEVATION NO.

INTERIOR ELEVATION
1 2
3 ELEVATION NO.
(TYPICAL)
SHEET NO.

A6.10

CEILING HEIGHT
8' - 0" CEILING HEIGHT

WALL TYPE
WA8
4 A4.4

TRUE NORTH

NORTH ARROW
4 A4.4

FLOOR AREA
01 MAIN SFR: 2775 SF
GARAGE:
503 SF
TOTAL: 3278 SF

FLOOR AREA
2775 SF
GARAGE
503 SF

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
T0.00
310 W CRESTVIEW DR

PALM SPRINGS, CA

TITLE SHEET

ABBREVIATIONS

PROJECT INFORMATION

VICINITY MAP
SCALE:
1/16" = 1'-0" 11PLOT PLAN

DIRECTORY

SYMBOL KEY
SCALE:
1/16" = 1'-0" 1301 FIRST FLOOR PLAN - RFA DIAGRAM

SHEET LIST
TITLE
T0.00 TITLE SHEET
T0.01 ZONING DIAGRAMS
T1.00 SURVEY

ARCHITECTURAL
A1.00 SITE PLAN
A1.30 LANDSCAPE & HARDSCAPE PLAN
A2.00 01 FLOOR PLAN
A2.10 02 ROOF PLAN
A3.00 ELEVATIONS
A3.01 ELEVATIONS
A4.00 SECTIONS - BUILDING
A4.01 SECTIONS - BUILDING
A4.02 SECTIONS - BUILDING
CIVIL
C-1 TITLE/NOTES SHEET
C-1.1 PROJECT SURVEY
C-2 GRADING & DRAINAGE PLAN
C-3 CROSS SECTIONS SHEET

MECHANICAL
M0.00 MECHANICAL PLAN - LINE DIAGRAM

SHEET LIST

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
1 1 Revision 1 Date 1
Item 1I - 49
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B.O. POOL @ ~494'
499.25' T.O.S.

B.O. POOL @ ~491.5'
T.O. SLAB LOWER @ 493.5'
T.O. LANDSCAPE
PAD @ 496.48'
T.O. CRAWLSPACE
@ 493'
T.O. FOOTING
@ 485.5'
T.O.

SLAB
UPPER
@ 495'
T.O.

FOOTING

STEPS W/
SLOPE
497' - 11" TOW
500
496
501
500
498
499.5' T.O.S.
1% SLOPE

GARAGE SLAB
495' T.O.S.
495' T.O.S.
1% SLOPE

GARAGE SLAB
T.O. LANDSCAPE
PAD @ 495'
498
497
495
496
498
497' TOW
503.5' TOW
510' TOW
510' TOW
503.5' TOW
T.O. SLAB LOWER @ 487.5'
T.O. SLAB
MAIN @ 498'

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
T0.01
322 W CRESTVIEW DR

PALM SPRINGS, CA
ZONING

DIAGRAMS

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
SCALE:
3/32" = 1'-0" 1GRADING & SLOPE BAND DIAGRAM
SCALE:
12" = 1'-0" 2PREVAILING SETBACK DIAGRAM
PORTION OF HILLSIDE >30% SLOPE
Item 1I - 50

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10' - 15' SETBACK
--
15' - 25' SETBACK
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C-362:JS
* e=N.~/:.O:"!·

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
T1.00
310 W CRESTVIEW DR

PALM SPRINGS, CA
SURVEY

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 51
r/A~/:; __ ~=:_;;' ___ :'== __ =:::_;s1L_~_~§!~~~~~~-? __ -__ ,~~--::----:''~f)e,:=:--;;::::_1~_-7~- ----:__:_~~J~~~T3'~0~07?7 7,------~- ::: __ :::/;".:~::::>:s:_ ~~T- J!l!t~~7TTT~;;-7,TJT71TC\'\\;\-c-cD0V? ~-\ - ~7~-;;(l_=: __ :==~_='.':"~j(";\-A:--~:::-::G=-:E:~~!D:~~-~-CD-~-~s-MB_E_R_7 ' I
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BENCHMARK
ELEVAllON: 476.262' NGVD 29
DESCRIPTION: CITY OF PALM SPRINGS BM
T-74 2" BRASS DISK STAMPED " C.P.S.

BMT-14 RESET 1987" ON ENE BCR.

LOCATION: THE INTERSECTION OF LA

VERNE WAY AND SOUTH PALM CANYON
DR.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE

BASED ON THE CENTERLINE OF EL
CAMINO WAY, BEING N85"36'E PER MB
12/52-56.

EXISTING UTILITIES NOTE=

A FIELD SURVEY OF VISIBLE SURFACE
UTILITIES WAS PERFORMED IN MAY 2020. NO

RESEARCH OF UTILITY RECORDS WAS

PERFORMED DURING THE PREPARATION OF

THIS TOPOGRAPHICAL SURVEY OTHER THAN
SEWER UTILITIES. SUBSURFACE UTILITIES MAY
EXIST, BUT ARE NOT DENOTED HEREON.

PRELIMINARY
DIAL
BEFORE

YOU DIG

TOLL FREE
nvo WORKING

DAYS BEFORE

YOU DIG
1-800-227-2600

A PUBLIC SERVICE BY

UNDERGROUND SERVICE ALERT
\, __ = _____ ,,- EP EDGE OF PAVEMENT
--, - MH MANHOLE
/ \ / FF FINISH FLOOR
sS• I.P. IRON PIPE
'-- PL BOUNDARY LINE
'\ TP TOP OF PAVEMENT
/_/_/\ • - - • WALL
/-~-;;~J --<000"\ r< FIRE HYDRANT / .l(\..\ µ--=-=--~_:-.;>~- \ u ss-, -;-;,- 1 FENCE
-r--;;s]'--f--"'-'---:'/ ss)( _ _,,-EP498. 99 /--- / \
• ---/ \) j \ GAS METER
_--/( 498.35..._ ___ __. '---~
1 GAS VALVE
''--_ GUY WIRE
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1c,1
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BUILDING
FF~497.2±

BUILDING
\. (NO ACCESS)
ca_,
I®
~
-- ss --
(j)
1--11
l<I
0 POWER POLE

SANITARY SEWER

MANHOLE
SIGN

SANITARY SEWER LINE

TELEPHONE PEDESTAL

TELEPHONE BOX
TV BOX

WATER VALVE
ss, --i-----

BUILDING
FF~508.42
_/
( _/ __
x-
/ ---- ---- \_______

EASEMENT NOTES
\.--------
-----------------------
\~._;
\
CJ
( '
56 '154- 1
.,,5. ' " 22·06 54- ~.
'59"E q9 .93'
EP501.56

1...----- ss,
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P502.48
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)
NUMBERED AND DESCRIBED PER WFG NATIONAL TITLE COMPANY OF CALIFORNIA, ORDER NO.: 0-105200, DATED JANUARY 23, 2020.

2. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS.

3. COVENANTS, CONDITIONS, RES'TRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED ON MARCH 23, 1972, IN BOOK 347, PAGE 127 OF DEEDS.

4. COVENANTS, CONDITIONS, RES'TRICTIONS AND EASEMENTS IN THE DOCUMENT RECORDED ON FEBRUARY 4, 1925, IN BOOK 625, PAGE 562 OF DEEDS. AMONG OTHER THINGS, SAID DOCUMENT PROVIDES FOR AN EASEMENT OVER THE PORTION OF SAID LAND AND FOR PUBLIC UTILITIES. (LOCATION OF SAID EASEMENT IS

ILLEGIBLE IN PROVIDED DOCUMENT)

5. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND RIGHTS INCIDENTAL THERETO, AS SET FORTH IN A DOCUMENT RECORDED ON MARCH 16, 1925, IN BOOK 630, PAGE OF DEEDS.
484,

6. THE EFFECT OF A RECORD OF SURVEY ON FILE IN BOOK 52, PAGE 39 OF RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID MATTER

7. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND RIGHTS INCIDENTAL THERETO, AS SET FORTH IN A DOCUMENT RECORDED ON FEBRUARY 2, 1989, AS INSTRUMENT NO. 34543, OF OFFICIAL RECORDS.

8. THE EFFECT OF LOT LINE ADJUSTMENT NO. L-89-11 APPROVED BY THE CITY OF PALM SPRINGS PLANNING DEPARTMENT. NOTICE OF SAID LOT LINE ADJUSTMENT RECORDED FEBRUARY 21, 1990 AS INSTRUMENT NO. 64041 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, CALIFORNIA.

9. THE TERMS, CONDITIONS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED OWNER'S CERTIFICATE FOR LOT LINE ADJUSTMENT /WAIVER OF PARCEL MAP CERT. OF COMPLIANCE IN ACCORDANCE WITH CITY OF PALM SPRINGS COUNTY OF RIVERSIDE, STATE OF CALIFORNIA NO. LLA 98-16, RECORDED ON JULY 9, 1999, AS INSTRUMENT NO. 1999-309434, OFFICIAL RECORDS.

10. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION.

11. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION AND EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY

THE PUBLIC RECORDS, BOUNDARY LINE DISPUTES, OVERLAPS, ENCROACHMENTS, AND ANY MATTERS NOT OF RECORD, WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY, AND INSPECTION OF THE LAND. 12 ANY RIGHTS OF THE PARTIES IN POSSESSION OF SAID LAND, BASED ON AN UNRECORDED LEASE, OR LEASES.
i_J

BUILDING
(NO ACCESS)
c.,
,- _""'------~----------.

C-....._ _--.........___ EP499.21

LEGAL DESCRIPTION

BUILDING
PAD~492±

PLOTTED PER LEGAL DESCRIPTION NOTED ON WFG NATIONAL TITLE COMPANY OF CALIFORNIA, ORDER NO.: 0-105200. DATED JANUARY 23, 2020.

SURVEYOR'S NOTES

MONUMENTATION PENDING REVIEW OF A RECORD OF SURVEY TO BE SUBMITTED TO THE RIVERSIDE SURVEYOR.
e INDICATES FOUND MONUMENT AS NOTED HEREON

O INDICATES MONUMENT SET AS NOTED PER A CORNER RECORD
SUBMITTED AND SUBJECT TO RIVERSIDE COUN1Y.
0 DATE OF PLAT: 6/3/2020
20'
NORTH
40'
SCALE 1 "~ 20'
60' 80'

FOMOTOR

ENGINEERING
Cl1Y OF PALM SPRINGS, STATE OF CALIFORNIA SHEET 1
225 S. CIVIC DRIVE, SUITE 1 -5
PALM SPRINGS, CA. 92262
(760) 323-1842 FAX (760) 323-1742

TOPOGRAPHICAL EXHIBIT OF
APN 513-352-020, 513-352-021, SHEETS
513-352-022, 513-361-024 & 513-361 -003
PROJECT NO.

DATE OF SURVEY: 5/2020 20025
G
WM
WM
E
WM
E
CO
10059
491.14
INV-8.03
10024
501.78
COLUMB
10025
501.76
COLUMB
WALL
498.99
WALL
498.70
WALL
497.41
WALL
495.60
WALL
489.59
WALL WALL1
488.66
WALL1
485.86
WALL1
482.28
WALL1
480.87
WALL1.T
479.29
WALL2
501.54
WALL2
503.34
WALL2.T
505.84
WALL4
521.98
WALL4
521.54
WALL5
517.64
WALL5
517.98WALL5
518.80
WALL4
483.58
WALL4
483.30
WALL4
484.09
WALL4
485.70
WALL4
486.88
WALL4
489.33
WALL4
492.10
WALL3
465.78
WALL3
465.48
WALL3
466.13
WALL3.T
466.14
WALL2
478.27
WALL2
478.08
WALL2.BC
476.60
WALL4
471.42
WALL4
473.34
WALL4
475.41
WALL4
477.48
WALL5
478.53
WALL5 WALL4.T
479.14
WALL5.T
479.56
517.79
501.36
465.98
518.27
518.23
519.25
496.66
496.30
504.53504.66
502.29502.39502.45
465.32
465.36
491.55
491.58491.63 489.27
489.18
496.22
518.01
491.17
487.37
523.56
FNWOOD.T
502.19
FNWOOD
501.36
FNWOOD
501.18
FNWOOD
505.61
FNWOOD
507.58
FNWOOD
509.81
FNWOOD
511.74FNWOOD.T
512.36
POST
496.20
(TP495.07)
(TP496.11)
(TP496.55)
(TP497.76)(TP498.72)(TP500.86)
(TP504.00)
(TP506.07)
(TP508.21)
(TP510.25)
(TP512.32)
(TP514.51)
(TP516.54)
(TP518.75)
(TP496.85)
(TP498.06)
(TP499.17)
(TP505.64)
517.70
517.96518.06
518.45
FF=497.0+
'
FF=521.5+
'
FF=524.5+
'
5 5
7 30.00'

40.00'

6.00'
BLDG
503.70
BLDG
504.42
BLDG
503.90
BLDG
504.71
BLDG
504.29
500
496.66
TARGET
501
499.30
TARGET
502
520.43
TARGET
503
525.89
TARGET
505
470.09
TARGET
BM T-14
476.26
CP
300
511.18
CP
200
503.34
BM
491.89
470
470475
475480
480485
485
490
490
495
495
500
500
505
470
475
480
485
490
495
500500
500
505
475
475
480
480
480
485
485
485
490
490
490
495
495
495
500
500
500
505
510
495
500
505
510
515
520
500 505
510
515
520
10' SIDE SETBACK
10' SIDE SETBACK
25' FRONT SETBACK
15' REAR SETBACK
P/L
P/L
P/L
P/L
POOL
COPING 495'
BOTTOM 489' FFL
1 STORY

SINGLY FAMILY RESIDENCE

SLOPE DRIVEWAY (REFER TO CIVIL PLANS FOR

GRADING/SLOPE)
P/L
10'-0"
10'-0"
15'-0"
FLOATING ABV. GRADE

STRUCTURAL DECK
493.5' FFL
T.O.R. @ 505.00'
25' HEIGHT MAX
ENTRY
F.F. 496.5'

CRESTVIEW DR
POOL + MECH

EQPMT ENCLOSURE

FIRE PIT

COVERED DECK

TRELLIS
BOVE

LINE OF DECK ABOVE GRADE
7' TALL WALL /

POOL ENCLOSURE

7.94' S.Y. SETBACK

7.94' SIDE SETBACK
25' FRONT SETBACK
15' REAR SETBACK
(N) ATTACHED
2-CAR GARAGE
499.5' FFL
T.O.R. 511.5'

SLAB ON GRADE

PORTION

FLOATING ABOVE
GRADE

LINE OF DECK ABOVE GRADE

EXTERIOR SLAB ON
GRADE
501.5' FFL

POOL & SPA
DN

TWO STORY PORTION OF SFR
LOWER LEVEL 487.50' FFL
T.O.R. @ 508.50'
28' HEIGHT MAX

ONE STORY PORTION
OF SFR
MAIN LEVEL 498' FFL
T.O.R. 511.5'

SETBACK
10'-0" GARAGE

ENCROACHENT
15'-0"

DRIVEWAY
(REFER TO CIVIL PLANS FOR

GRADING/SLOPE)

P/L P/L
P/L
P/L

POOL/MECH
EQPMT
(BELOW UPPER
DECK)
500
495

5.41'2.53'
7'-11 1/4"
79'-4" LOT WIDTH
LOT DEPTH139' - 9 1/4" STAIR PROJ.

INTO S.Y.
(31" MAX )
DECK PROJ.

INTO S.Y.
(31" MAX)

6.66'1.28'

DECK ABOVE

EXTERIOR

SLAB ON
GRADE
500' FFL

INTERIOR SLAB

ON GRADE
499.5' FFL

REAR BLDG SETBACK
41'-11 1/4"
7' TALL WALL (PL-01) 2'-6"x5'-0" TALL POOL
ENCLOSURE + GATE
(MTL-02)
5' TALL POOL

ENCLOSURE
(MTL-02)24"
36" EXTENT OF UPPER FLOOR

ENTRY GATE
DECK ENCROACHMENT40"
SETBACK10'-0" GARAGE
GATE
SCREEN + GATE (7'-6" X 7'-0")

FOR MECH
ACCESS
(MATERIAL: BLACK POWDER
COATED ALUM (MTL-1)
1/4"X3" FLAT STEEL BAR,
(VERTICAL SLATS)
GARAGE
F.F. 495'
T.O.R. @ 507'
FLOATING ABV. GRADE

STRUCTURAL DECK
495' FFL
T.O.R. @ 508.50'
13' HEIGHT MAX

HVAC EQUIPMENT IN

OPEN CRAWLSPACE
CONCRETE WALL (CO-1) POOL ENCLOSURE,
MIN. 48" ABOVE ADJ. GRADE

REAR BUILDING SETBACK
41' - 1"

7.94'
10'-0" 12'-1 1/4"

1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED.

2. DO NOT SCALE FROM DRAWINGS.

3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE GENERAL CONTRACTOR PRIOR TO PROCEEDING WITH CONSTRUCTION.

4. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND

GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.

5. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.

6. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.

7. SIDEWALK AND CURB CUT TO BE REPLACED AS REQUIRED.

8. SIDEWALK AREA SHALL BE A LIGHT BROOM FINISH AND A MEDIUM BROOM FINISH OR FLOAT FINISH ON APPROACH AREA.

9. ALL ABANDONED DRIVEWAY APPROACHES SHALL BE REMOVED AND REPLACED WITH STANDARD CURB, GUTTER, AND SIDEWALK IN ACCORDANCE WITH CITY STANDARDS.

10. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. ADDRESS NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND, BE MIN. 4" HIGH AND HAVE A MIN. STROKE WIDTH OF 1/2".

11. ALL LANDSCAPE IRRIGATION BACKFLOW DEVICES MUST MEET CURRENT CITY REQUIREMENTS FOR PROPER INSTALLATION.

12. A PROPERTY LINE CLEANOUT MUST BE INSTALLED ON THE SANITARY SEWER LATERAL.

THE SEWER LATERAL MUST STAY WITH IN THE JOB SITES PROPERTY LINES.

13. WATER METERS SHALL BE PLACED NEAR THE PROPERTY LINE AND OUT OF THE

DRIVEWAY
APPROACH WHENEVER POSSIBLE. WATER METER PLACEMENT MUST BE SHOWN ON THE PLANS.

14. SIDEWALK, DRIVEWAY, CURB, AND GUTTER REPAIRS OR REPLACEMENT MUST BE COMPLETED PER PUBLIC WORKS SPECIFICATIONS.

15. EROSION AND SEDIMENT CONTROL DEVICES BMPS (BEST MANAGEMENT

PRACTICES) MUST BE IMPLEMENTED AROUND THE CONSTRUCTION SITE TO PREVENT DISCHARGE TO THE STREET AND ADJACENT PROPERTIES.

CONTROL MEASURES MUST ALSO BE TAKEN TO PREVENT STREET SURFACE WATER ENTERING THE SITE.

16. ALL STORM WATER, NUISANCE WATER, ETC. DRAIN LINES INSTALLED

WITHIN THE STREET
RIGHT OF WAY MUST BE CONSTRUCTED OF DUCTILE IRON PIPE.

17. CONTROL VALVES FOR SHOWER AND TUB-SHOWER SHALL BE OF THE

PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE - CPC SECTION 418.0.

18. CALIFORNIA ENERGY COMMISSION MAX. FLOW RATE STANDARDS SET:

WATER CLOSETS - 1.6GPM, SHOWERHEADS - 2.5GPF, LAUNDRY FAUCETS -

2.2GPM, SINK FAUCETS - 2.2GPM.

19. PARAPETS, SATELLITE ANTENNAE, RAILS, SKYLIGHTS, ROOF EQUIPMENT

MUST BE WITHIN THE
HEIGHT LIMIT.

20. SEPARATE PERMITS AND PLANS ARE REQUIRED FOR SPAS, POOLS, SOLAR SYSTEMS, DEMOLITION AND SEWER CAP OF EXISTING BUILDINGS. IF SUCH

IMPROVEMENTS OR DEMOLITION IS REQUIRED AS A CONDITION OF APPROVAL

FOR DISCRETIONARY ACTIONS OR TO COMMENCE BUILDING, THEN SUCH

PERMITS MUST BE OBTAINED BEFORE OR AT THE TIME THIS PROPOSED BUILDING PERMIT IS ISSUED.

21. FENCE / WALL / HANDRAIL AND HEDGE HEIGHTS, AS MEASURED FROM THE

LOWEST FINISHED

GRADE ADJACENT TO EACH SECTION OF THESE STRUCTURES, MAY BE A MAXIMUM OF 6'-0".

22. INSTALL ON THE COLD WATER SUPPLY PIPE AT THE TOP OF THE WATER HEATER A CAPPED "T"
FITTING TO PLUMB FOR FUTURE SOLAR WATER HEATING.

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
NN
+ +

ENTITLEMENTS
A1.00
310 W CRESTVIEW DR

PALM SPRINGS, CA

SITE PLAN
SCALE:
1" = 10'-0" 2SITE PLAN

SITE PLAN NOTES

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 52
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'1 l'c' 'O';F:-C;c/..' ''-1 "0
10059
491.14
INV-8.03
10063
506.20
INV-7.09
100
498.74
BASE
709
441.85
1IPTAGILLEGD0.7INWELL
10007
502.03
COLUMB
10008
502.04
COLUMB.T
10026
521.52
FF
10027
497.07
FF
10028
524.48
FF
10030
497.15
FF
10031
491.96
PAD
1097
508.42
FF
10033
465.71

ELGRATE
10060
496.23
WBO
517.79
503.00
501.36
465.98
518.27
518.23
519.25
496.66
496.30
502.86502.77
504.53504.66
502.92
502.29502.39502.45
465.32
465.36
491.55491.58491.63 489.27
489.18
496.22
518.01
506.19
491.17
487.37
523.56
FNWOOD.T
502.19
FNWOOD
501.36
FNWOOD
501.18
FNWOOD
505.61
FNWOOD
507.58
FNWOOD
509.81
FNWOOD
511.74FNWOOD.T
512.36
POST
496.20
(TP495.07)
(TP496.11)
(TP496.55)
(TP497.76)(TP498.72)(TP500.86)
(TP504.00)
(TP506.07)
(TP508.21)
(TP510.25)
(TP512.32)
(TP514.51)
(TP516.54)
(TP518.75)
(TP496.85)
(TP500.66)
(TP501.53)(TP502.71)
(TP502.81)
(TP504.21)
(TP505.64)
517.70
517.96518.06
518.45
FF=497.0 +
'
FF=521.5 +
'
FF=524.5 +
'
5 5
7 30.00'

40.00'

6.00'
BLDG
503.70
BLDG
504.42
BLDG
503.90
BLDG
504.71
BLDG
504.29
496.66
TARGET
501
499.30
TARGET
502
520.43
TARGET
503
525.89
TARGET
504
504.89
TARGET
505
470.09
TARGET
BM T-14
476.26
CP
300511.18
CP
200503.34
BM
491.89
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WM
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E
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470
470475
475480
480485
485
490
490
495
495
500
500
505
470
475
480
485
490
495
500500
500
505
475
475
480
480
480
485
485
485
490
490
490
495
495
495
500
500
500
505
510
495
500
505
510
515
520
500 505
510
515
520
GARAGE
501' - 6"
15'-0"
POOL + SPA

TRELLIS ABV
FIRE
PIT
DG-01
RAISED

PLANTER
BBQ
L
L
L L
L
L

CRESTVIEW DR
L L
30" x 60" CONC. PAVER PATH
2 2 2
2 2
1 1 1
1 1
1 1
3 4
4 ACACIA REDOLENS ’DESERT CARPET’
(QTY:11)
36" BOX MULTI-TRUNK DESERT MUSEUM PALO VERDE
TREE
(QTY: 7)
SANDY DECOMPOSED GRANITE, COLOR: TAN

POURED IN PLACE CONCRETE HARDSCAPING -
'SAND FINISH' NATURAL COLOR
HINKLEY ATLANTIS PATH DOWNLIGHT (QTY: 9)L
36" CHAMAEROPS HUMILIS - MEDITERRANEAN

FAN PALM
(QTY: 1)
AGAVE AMERICANA (QTY: 2)
CLUSTER OF FENCE POST CACTUS (QTY:3)
36" ACACIA CRASPEDOCARPA - LEATHER LEAF ACACIA
(QTY: 5)
1 3
2 EDGING OF 5 GALLON MUHLENBERGIA RIGENS "DEER GRASS"
CLUSTER OF 5 GALLON SUCCULENT VARIETALS
36" BRAHEA ARMATA - MEXICAN BLUE PALM
(QTY: 2)4
DODONAEA VISCOSA SHRUB (QTY: 5)
PAVED AREA = 553 SF
(~25% OF TOTAL FRONT

SETBACK AREA)
2241 SF

TOTAL AREA

FRONT SETBACK
10' SIDE SETBACK
25' FRONT SETBACK

GARAGE ENCROACHMENT REQUEST
(UNDER SEPARATE REVIEW)

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A1.30
310 W CRESTVIEW DR

PALM SPRINGS, CA

LANDSCAPE &

HARDSCAPE
PLAN
SCALE:
1/8" = 1'-0" 1LANDSCAPE & HARDSCAPE PLANLANDSCAPE LEGEND SCALE:
1/8" = 1'-0" 2FRONT SETBACK % HARDSCAPE DIAGRAM

OUTDOOR LIGHTING SPEC

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 53
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Additional Details
Product URL:
'.Los:.'.iwww.lume1s.com/allarls a Rating: Ill Li<;tt'd Wt': -p .r- i~i' .-tiy-Cirkli'y-uc303669.r .m Product ID: uu3a 3669
Prepared by, Prep~red for:

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C-36205
* PEN. 6/30/2 1
S
3 A4.02
3 A4.02
2 A4.00 2
A4.01
1 A4.013
POOL + SPA
DECK
(COVERED)

ENTRY GATE
PANTRY
106
BATH 3
105
BATH 2
109
BED 3
104
LIVING
ROOM
111
DINING
110

KITCHEN
102
MUD
ROOM /

LAUNDRY
103
ENTRY
101
BED 2
107
BATH 1
114
PATIO
(TRELLIS
ABV.)

FIREPIT
1 A4.00
2 A4.02
2 A4.02
2 A3.00
1 A3.01
2 A3.01
1 A3.00
1 2 4 5 6
EE
AA
BB
CC
DD
FF
GG
2-CAR
GARAGE
100
ENTRY
DOOR
12'-8 3/4" 8'-4" 20'-0" 7'-6 3/4" 18'-8 5/8" 5'-0"
19'-0" 24'-4 3/4" 10'-0" 6'-1 1/8" 18'-0" 1'-0"
PATIO
(COVERED
ABV.)
BED 1
112
CLOSET 1
113
CLOSET 2
108
MECH
115

OUTDOOR
SHOWER
PANTRY
116
111.1
102.1
111.2 110.1
UP
109.2
108.1
109.1
21'-5 3/8"
21'-0"
STALL WIDTH9'-0" MIN CLEAR
STALL WIDTH9'-0" MIN CLEAR

STALL DEPTH
18'-0" MIN CLEAR
UP
7 1
A4.02
1 A4.02
112.5
112.28
112.17
EGRESS
EGRESS
EGRESS

BUILT-IN CSWK

PLANTER
UP
SCREEN + GATE (7'-6" X 7'-0") FOR MECH ACCESS
(MATERIAL: BLACK POWDER COATED ALUM (MTL-1) 1/4"X3" FLAT

STEEL BAR, (VERTICAL SLATS)
POOL
EQPMT

ENCLOSURE
9'-7"
16'-8 5/8"
CONCRETE WALL (CO-1)
POOL ENCLOSURE, MIN.
48" ABOVE ADJ. GRADE
112.38
3'-0" 3'-0"
72'-4 1/8"
78'-6"

15. AN APPROVED SEISMIC SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN

STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.

16. FOR TYPICAL MOUNTING HEIGHTS OF DOOR HARDWARE, ELECTRICAL DEVICES AND MECHANICAL CONTROLS SEE DIAGRAM 3/ E1.0. REFER TO DIAGRAM WHEN DIMENSIONS OF STATED ITEMS ARE NOT SHOWN IN ELEVATION.

17. PROVIDE R-12 EXTERIOR BLANKET FOR HOT WATER HEATER. R-3 INSULATION SHALL BE PROVIDED FOR THE FIRST FIVE FEET OF THE WATER HEATER OUTLET PIPE. ALL WATER HEATING AND SPACE CONDITIONING EQUIPMENT, SHOWER HEADS, AND FAUCETS SHALL BE AC CERTIFIED. ALL STEAM AND

STEAM CONDENSATE RETURN PIPING AND ALL CONTINUOUSLY RE-CIRCULATING DOMESTIC HEATING OR HOT WATER PIPING SHALL BE INSULATED PER PLUMBING DIVISION.

18. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE.

19. CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY

WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP.

CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WEATHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY.

20. HANDRAILS AT STAIRS SHALL BE REQUIRED WHERE THERE ARE 4 OR MORE RISERS (R311.5.6), AND NOT TO BE LESS THAN 34" NOR MORE THAN 38" ABOVE LANDINGS AND NOSINGS OF TREADS.

21. GRIPS ON RAILS SHALL HAVE A 1 ¼” MINIMUM AND 2” MAXIMUM DIAMETER OR OFFER EQUIVALENT GRIPPING SURFACE (SEC 1003.3.3.6, CB).

22. GUARDRAILS AND HANDRAILS SHALL BE STRONG ENOUGH TO RESIST A 200 POUND POINT LOAD IN ANY DIRECTION. FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN CHAPTER 16 OF 2011 ABC WITH A SAFETY FACTOR OF FOUR. MIN NOMINAL THICKNESS 1/4".

23. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)

24. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING

MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY.

25. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT NOT LESS THAN 6 FEET ABOVE THE FLOOR. (R307.2)

26. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 1110.10(B) THROUGH 110.10(AC) SHALL BE PROVIDED TO THE OCCUPANT.

27. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION.

THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS "FOR FUTURE SOLAR ELECTRIC."

28. STAIRWAYS SHALL HAVE HANDRAILS OR STAIR RAILINGS ON EACH SIDE. ANY OPEN SIDES ON STAIRS SHALL HAVE HANDRAIL GUARDRAIL COMBINATION. THE TOP OF HANDRAILS SHALL BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS. (1123A.6.2.3,1115A.6.2.3)

29. EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE OF THE BUILDING. FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDITY CONTROL.

30. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER

SOURCES OF MOISTURE

31. DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL SHALL NOT HAVE OPENINGS INTO THE GARAGE. (R302.5.2).

32. OTHER PENETRATIONS OF GARAGE/DWELLING CEILINGS AND WALLS SHALL BE PROTECTED AS REQUIRED BY SECTION R302.11, ITEM 4 (R302.5.3).

33. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED. (R303.7 & R303.8)

34. FOR GLASS HANDRAILS AND GUARDS, THE PANELS AND THEIR SUPPORT SYSTEM SHALL BE DESIGNED TO WITHSTAND THE LOADS SPECIFIED IN CHAPTER 16 OF 2014 ABC. A SAFETY FACTOR OF FOUR SHALL BE USED. THE MINIMUM NOMINAL THICKNESS OF THE GLASS SHALL BE 1/4 INCH. (2407)

35. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES AND SELF-CLOSING AND SELF-LATCHING DEVICES, OR SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL NOT LESS THAN 1 3/8 INCHES THICK. (R302.5.1)

1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (S) UNLESS OTHERWISE NOTED.

2. COLUMN GRID ALIGNS WITH FACE OF CONCRETE FOUNDATION. WOOD FRAMING INSET

FROM FACE OF CONCRETE TO PROVIDE FLUSH ALIGNMENT OF EXTERIOR PLYWOOD SHEATHING AND CONCRETE FOUNDATION. REFER TO ASSOCIATED DETAILS.

3. DO NOT SCALE FROM DRAWINGS.

4. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.

5. ALL DOORS AND WINDOWS DIMENSIONED TO CENTERLINE OF CLEAR OPENING UNLESS OTHERWISE NOTED.

6. ALL NON-DIMENSIONED WINDOWS TO BE FLUSH TO ADJOINING WALL UNLESS OTHERWISE NOTED.

7. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.

8. SOUND INSULATION PROVIDED AT ALL INTERIOR WALLS.

9. WATER HEATERS MUST BE STRAPPED TO WALL. (SEC 507.3, PC)

10. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL.

11. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.

12. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHTING AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PROVIDE TEMPORARY SANITARY FACILITIES SO AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.

13. ALL NON-DIMENSIONED DOORS SHALL BE OFFSET FROM THE HINGE-SIDE WALL TO ALLOW FOR (2) 2X4 STUDS AT THE JAMB (AP).

14. EXTERIOR DOORS MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING THE LANDING SHALL NOT BE MORE THAN 8" BELOW THE THRESHOLD. (91.1003.3.1.6) 2x4 FRAMED WALL
2x6 FRAMED WALL
2x8 FRAMED WALL
EXHAUST FAN - 50 CFM

TO VENT DIRECTLY TO OUTSIDE EXHAUST

SHALL BE CONTROLLED BY HUMIDISTAT
- ENERGY STAR RATED
SMOKE & CARBON MONOXIDE DETECTOR.

ALARMS SHALL BE INTERCONNECTED & SHALL

RECEIVE THEIR PRIMARY POWER SOURCE

FROM THE BUILDING WIRING AND SHALL BE

EQUIPPED WITH BATTERY BACK-UP AND LOW

BATTERY SIGNAL
LEGEND
2' - 0"
1' - 3"1' - 3"

TYPICAL
W.C. MIN CLR

E EGRESS

CONCRETE WALL
CMU WALL PER STRUCT.

BRICK WALL

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A2.00
310 W CRESTVIEW DR

PALM SPRINGS, CA
01 FLOOR PLAN
SCALE:
1/4" = 1'-0" 101 FIRST FLOOR PLAN

FLOOR PLAN NOTES

WALL LEGEND

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 54
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C OF cN,J,0
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3 A4.02
2 A4.00
2 A4.01
1 A4.013
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2 A3.00
1 A3.01
2 A3.01
1 A3.00
1 2 4 5 6
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CC
DD
FF
GG
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SOLAR
99'-10 3/8"
27'-6 1/4" 12'-8 3/4" 8'-4" 20'-0" 7'-6 3/4" 18'-8 5/8" 5'-0" 19'-0" 24'-4 3/4" 10'-0" 6'-1 1/8" 18'-0" 1'-0"
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN
TYP. FLAT ROOF ASSEMBLY #1
TOR 507'

ROOF AREA TO DRAIN
2276 SF

ROOF AREA TO DRAIN
665 SF

ROOF AREA TO DRAIN
670 SF

ROOF AREA TO DRAIN
503 SF
-
---
1/4" / 1'-0" MIN
TYP. FLAT ROOF ASSEMBLY #1
T.O.R. 510'
TYP. FLAT ROOF
ASSEMBLY #1
TOR 507'
7 1/4" / 1'-0" MIN1/4" / 1'-0" MIN
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN

ROOF AREA TO DRAIN
452 SF
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN
TYP. FLAT ROOF ASSEMBLY #1
TOR 507.5'
DS

CLASS A RATED TRELLIS

OPEN TO RAISED PLANTER
BELOW
1/4" / 1'-0" MIN
1/4" / 1'-0" MIN

CLASS A RATED TRELLIS
78'-6"
ROOF ASSEMBLY 01 - TYP. 'CLASS A' FLAT ROOF ASSEMBLY - COOL ROOF -80 MIL 'SIKA SARNAFIL' ADHERED PVC SINGLE PLY ROOFING MEMBRANE, REFLECTIVE GREY, CLASS 'A' RATED. LARR # 24852
-MANUF. APPROVED 1/2" FIBERGLASS FACED GYPSUM COVER BOARD -SLOPED PLYWOOD SUBSTRATE ON SLEEPERS TO INTERNAL DRAINS 1/4" PER FT MIN, TYP.

NOTE: FOR ROOF SLOPES < 2:12: 3-YEAR AGED SRI VALUE OF AT LEAST 75 OR BOTH A 3-YEAR AGED SOLAR REFLECTANCE OF AT LEAST 0.63 AND A THERMAL EMITTANCE OF AT LEAST 0.75 (SEE SPEC SHEET ON T0.15)

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A2.10
310 W CRESTVIEW DR

PALM SPRINGS, CA
02 ROOF PLAN
SCALE:
1/4" = 1'-0" 1ROOF PLAN ROOFING ASSEMBLY LEGEND

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 55
, __ -
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C-36205
* PEN. 6/30/2 1
01 F.F.
495.00'
01 CLG HI
507.00'
2 A4.00
2 A4.01
1 A4.013
1 A4.001 2 4 5 6
01 TOR HI
508.50'
WD-01
1'-6"2'-0"
15'-0"
111.1
-
---
00 F.F.
493.50'
01 CLG LO
503.50'
01 TOR LO
505.00'
1'-6"8'-6"1'-6"
7 CO-01GL-1
WD-01
CO-01
WD-01
PL-01
MTL-01
MTL-01
MTL-01MTL-01
GL-1 MTL-01GL-1
MTL-01
GL-1
WD-01
MTL-01
01 F.F.
495.00'
01 CLG HI
507.00'
2 A4.00
2 A4.01
1 A4.01 3
1 A4.00 12456
01 TOR HI
508.50'
110.1 111.2MTL-01
MTL-01
15'-0"
-
---
00 F.F.
493.50'
01 CLG LO
503.50'
01 TOR LO
505.00'
1'-6" 8'-6" 1'-6" 2'-0" 1'-6"
MTL-01GL-1
7 PL-01
MTL-01
PL-01
WD-01
WD-01
3'-3"
1'-9"
GL-1GL-1

MATERIAL LEGEND
CO-1: PANEL FORM CONCRETE
- FEATURE ENTRY AND LANDSCAPE WALLS
CO-2: EXPOSED CONCRETE FINISH
- STRUCTURAL FOUNDATION
MTL-01: BLACK POWDERCOATED METAL
- MECH ENCLOSURE SCREEN VERT. SLATS
- MECH ENCLOSURE GATE
- FASCIA CLADDING (EXPOSED

STRUCTURAL BEAMS, IF STEEL)
- WINDOW FRAMES
- ENTRY GATE FRAME
PL-01: SMOOTH TROWELED PLASTER
MERLEX P-6 EL DORADO
- VARIOUS WALLS
WD-01: ACCOYA WOOD VERT 1X6 CLADDING
- VARIOUS WALLS
- SOFFIT
- GARAGE DOOR
-ENTRY GATE VERT SLATS

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A3.00
310 W CRESTVIEW DR

PALM SPRINGS, CA

ELEVATIONS
SCALE:
1/4" = 1'-0" 2SOUTH ELEVATION - ENTRY
SCALE:
1/4" = 1'-0" 1NORTH ELEVATION

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 56
01 F.F.
495.00'
01 CLG HI
507.00'
3 A4.02
2 A4.02 EA B C D F G H
01 TOR HI
508.50'
102.1
GL-1
MTL-01
1'-6"
15'-0"
GL-1
00 F.F.
493.50'
01 CLG LO
503.50'
01 TOR LO
505.00'
GL-1 GL-1
?
2'-0"1'-6"8'-6"1'-6"
MTL-01
MTL-01MTL-01
PL-01
WD-01
WD-01
GL-1
17'-9 5/8"
01 F.F.
495.00'
01 CLG HI
507.00'
3 A4.02
2 A4.02

E ABCDFGH
01 TOR HI
508.50'
1'-6"
15'-0"
00 F.F.
493.50'
01 CLG LO
503.50'
01 TOR LO
505.00'
2'-0"1'-6"8'-6"1'-6"
1 A4.02
GL-1 MTL-01
PL-01
MTL-01
PL-01
WD-01
WD-01
CO-02 WD-01
WD-01
WD-01
CO-01
23'-6 3/4"
3'-3"
1'-6"
?
GL-1 GL-1 GL-1
MTL-01

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A3.01
310 W CRESTVIEW DR

PALM SPRINGS, CA

ELEVATIONS
SCALE:
1/4" = 1'-0" 2WEST ELEVATION
SCALE:
1/4" = 1'-0" 1EAST ELEVATION

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 57
POOL
102.1

PL PLPL
21'-6"
18'-4 1/8"
3'-6"10'-0"
102.1
POOL
19'-2"

PL PLPL
9'-3 1/4"
1'-6"11'-5"

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A4.00
310 W CRESTVIEW DR

PALM SPRINGS, CA

SECTIONS -

BUILDING
SCALE:
1/8" = 1'-0" 2LONGITUDINAL SECTION 2
SCALE:
1/8" = 1'-0" 1LONGITUDINAL SECTION 1

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 58
_,,,,,,---/<-·
-r _.-••••
,,
'
11 C-36205 * * PEN. 6/30/ 21
T I v' ":;,c ,;, o~ l'c OF C i'-'-1"

PL PLPL
24'-6"
20'-10 5/8"
3'-5 5/8"14'-8 1/2"

PL PLPL
21' - 11"
~5.5' T0 ~12.5'

VARIES FROM
17'-2 7/8" 3'-6"

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A4.01
310 W CRESTVIEW DR

PALM SPRINGS, CA

SECTIONS -

BUILDING
SCALE:
1/8" = 1'-0" 1LONGITUDINAL SECTION 3
SCALE:
1/8" = 1'-0" 2LONGITUDINAL SECTION 4

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
Item 1I - 59
"" I,,, •, ·"' 1,,, '" - -,_
'
"

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ,
\S'r,.0 Al?Cf.f;;;
,,s'- <-o ,u /-
'-..; 1::~IC HAWKINS
* C-36205 *
j ~ PEN. 6/30/21 2-T
--, ;-, :----. o"" c OF C 1'-'-1"
POOL
PL PLPL310 CRESTVIEW 322 CRESTVIEW
POOL
PL310 CRESTVIEW 322 CRESTVIEWPLPL
PL310 CRESTVIEW 322 CRESTVIEWPLPL

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
A4.02
310 W CRESTVIEW DR

PALM SPRINGS, CA

SECTIONS -

BUILDING
SCALE:
1/8" = 1'-0" 3LATITUDINAL SECTION 3

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
SCALE:
1/8" = 1'-0" 2LATITUDINAL SECTION 2
SCALE:
1/8" = 1'-0" 1LATITUDINAL SECTION 1
Item 1I - 60
H.P. 1

BELOW FLOOR
AHU
AHU

CLG MTD
SUPPLY

WALL MTD
SUPPLY

CLG MTD
R.A.G.

CLG MTD
SUPPLY
H.P. 2

CLG MTD
R.A.G.

WALL MTD
SUPPLY

WALL MTD
SUPPLY
POOL
EQPMT

ENCLOSURE

LINEAR TRENCH DRAIN BELOW WATERFALL EDGE
SCREEN + GATE (7'-6" X 7'-0") FOR MECH ACCESS
(MATERIAL: BLACK POWDER COATED ALUM (MTL-1) 1/4"X3" FLAT

STEEL BAR, (VERTICAL SLATS)
2-6 x 4-0 MIN WOOD (WD-1) GATE
CONCRETE WALL (CO-1)
POOL ENCLOSURE, MIN.
48" ABOVE ADJ. GRADE
CONCRETE WALL (CO-1)
POOL ENCLOSURE, MIN.
48" ABOVE ADJ. GRADE
9'-7"
18'-0 1/2"

PROJECT
5319 W 123rd Pl
Hawthorne, CA 90250
678.478.7529
[email protected]
License No. C-36205

PROJECT TEAM
DRAWING NO.

DRAWING NAME

HA MA
HAWKINS+MARSHALL
+ +

ENTITLEMENTS
M0.00
310 W CRESTVIEW DR

PALM SPRINGS, CA

MECHANICAL

PLAN - LINE

DIAGRAM

ISSUES AND REVISIONS

ISSUANCE REVISION DESCRIPTION DATE
SCALE:
1/4" = 1'-0" 101 MECHANICAL SCHEMATIC
Item 1I - 61
I
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C-36205
* PEN. 6/30/ 21
Item 1I - 62

GRADING NOTES

1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD DRAWINGS

OF THE CITY OF PALM SPRINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE

MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE

WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE

OF DUST CONTROL UNTIL THE GRADED SURFACE PRESENTS SUFFICIENT COVER

AGAISNTWIND OR WATER EROSION, SO THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.

3. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY CHAPTER 14.16 OF THE CITY OF PALM SPRINGS MUNICIPAL CODE.

4. THE CONTRACTOR SHALL SET AN APPOINTMENT FOR INPECTION WITH THE ENGINEERING INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO THE DATE OF INSPECTION.

5. ALL GRADING SHALL COMPLY WITH THE SECTION 1804 AND APPENDIX J OF THE 2010 CALIFORNIA BUILDING CODE.

6. THE LOCATION OF EXISTING UNDEGORUND UTILITIES ARE TO BE SHOWN IN A SCHEMATIC MANNER ONLY. SUBJECT TO THE PROVISIONS OF SECTION 4215 OF

THE CALIFORNIA GOVERNMENT CODE, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING THE WORK.

CONTACT UNDERGROUND SERVICE ALERT (U.S.A) AT 1-800-422-4133 lWO WORKING DAYS PRIOR TO ANY EXCAVATION.

7. DIMENSIONING TO CURBS SHALL BE TO FACE OF CURB.

8. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS OFF-SITE DAILY, UNLESS OTHERWISE SPECIFIED BY THE CITY ENGINEER.

9. CONTRACTOR SHALL REMOVE ANY ABANDONED UTILITY FACILITIES AND SHOW LIMITS OF REMOVALS ON THE RECORD DRAWINGS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.

11. A 'RECORD DRAWING' (FORMERLY CALLED "AS-BUIL r DRAWING) OF THIS PLAN

SHALL BE SUBMITTED BY THE PROJECT ENGINEER OF RECORD TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO ACCEPTANCE OF THE WORK.

12. CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE PROVIDED ON

ALL PROJECTS AS REQUIRED BY CITY STANDARDS ORAS DIRECTED BY THE CITY ENGINEER. AS A MINIMUM, ALL CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE IN ACCORDANCE WITH PART 6 "TEMPORARY TRAFFIC CONTROL"OF THE

CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 13, 2012, OR SUBSEQUENT EDITIONS IN FORCE AT THE TIME OF CONSTRUCTION.

13. THE FLOW LINE OF ALL CURB AND GUTTERS AND CROSS GUTTERS SHALL BE WATER TESTED BEFORE ACCEPTANCE OF THE WORK.

14. PARKING STALLS SHALL BE CLEARLY DELINEATED WITH A4 TO 6 INCH STRIPE "HAIRPIN" OR ELONGATED "U" DESIGN OR OTHER APPROVED STRIPING OR STALL DELINEATION.

15. FINAL SITE GRADING AND DRAINAGE FLOW LINES SHALL BE CERTIFIED, IN

WRITING, BY THE ENGINEER OF RECORD TO BE IN CONFORMANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL INSPECTION.

16. FOR PROJECTS IN EXCESS OF 1 ACRE, A NOTICE OF INTENT TO COMPLY WITH

CALIFORNIA GENERAL CONSTRUCTION STORMWATER PERMIT (WATER QUALITY ORDER 2009-0009-DWQ AS MODIFIED SEPTEMBER 2, 2009, AS WELL AS A COPY OF

THE EXECUTED LETTER ISSUING A WASTE DISCHARGE IDENTIFICATION (WDID)

NUMBER, IS REQUIRED PRIOR TO ISSUANCE OF GRADING OR BUILDING PERMIT, VIA THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD (PHONE NO. (760) 346-7491). AN UPDATED COPY OF THE PROJECT-SPECIFIC STORM WATER

POLLUTION PREVENTION PLAN (SWPPP) MUST BE KEPT AT THE PROJECT SITE AT ALL TIMES.

17. A CITY APPROVED FUGITIVE DUST (PM-10) CONTROL PLAN IS REQUIRED PRIOR TO ISSUANCE OF A GRADING PERMIT. ALL DUST CONTROL MEASURES DESCRIBED IN AQMD RULE 403 (BEST AVAILABLE CONTROL MEASURES) AND IN THE CITY APPROVED FUGITIVE DUST CONTROL PLAN SHALL BE IMPLEMENTED AT ALL TIMES.

A WIND FENCE AND PROPER SIGNAGE, SHALL BE ERECTED, INSPECTED AND

APPROVED BY THE CITY'S DUST CONTROL INSPECTOR PRIOR TO INITIATION OF

CLEARING, GRUBBING, GRADING OR IMPORT/EXPORT OF SOIL, OR FILL MIATERIALAT THE SITE. FAILURE TO CALL 760-323-ll253, EXTENSION 8740 FOR INSPECTION 72 HOURS PRIOR TO INITIATING WORK WILL RESULT IN ISSUANCE OF CITATION BY THE CITY.

18. THE BLOCK WALLS, RETAINING WALLS, AND OTHER STRUCTURES SHOWN ON THE GRADING PLAN ARE FOR LOCATION PURPOSES ONLY. SEPARATE PERMITS FOR THE ABOVE ARE REQUIRED FROM THE BUILDING DEPARTMENT.

19. ALL PROVISIONS OF THE PRELIMINARY SOILS REPORT (LANDMARK CONSULTANTS, INC., SEPTEMBER 15, 2020, LCI REPORT NO. LP20146) PREPARED BY A CALIFORNIA REGISTERED GEOTECHNICAL ENGINEER, SHALL BE COMPLIED WITH.

Underground Service Alert
NO.

DIAL:
811

TWO WORKING DAYS BEFORE YOU DIG
RE'v1SION APPROVED DATE BENCH
MARK

STREET PAVEMENT

1. THE ASPHALT CONCRETE DESIGN SHALL MEET THE CITY OF PALM SPRINGS STD.

DWG. NO 110 AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION; USE TYPE B FOR THE BASE LIFT AND TYPE C2 FOR THE FINAL 1" CAP.

THE DESIGN SHALL HAVE A HVEEM STABILITY OF 35 AND 33 RESPECTIVELY PER THE CALIFORNIA TEST METHOD 304AND 366. PERFORMANCE GRADE ASPHALT (PG 7010) MEETING THE 2010 CAL TRANS STANDARD SPECIFICATIONS SHALL BE USED. THE

SPECIFIED MISCELLANEOUS BASE SHALL BE CRUSHED MISCELLANEOUS BASE ACCORDING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

TRENCH PAVEMENT

1. STREET CUTS SHALL BE PAVED WITH TEMPORARY A.C. PAVING IMMEDIATELY. MAJOR AND SECONDARY THOROUGHFARES SHALL BE PERMANENTLY PAVED WITHIN 15 DAYS OF THE INITIAL EXCAVATION (30 DAYS ON COLLECTOR AND RESIDENTIAL STREETS) PER CITY OF PALM SPRINGS STD. DWG. NO. 115. SEE ORDINANCE NO. 14.16.375.

2. TRENCHES SHALL BE COMPLETELY BACKFILLED AND COMPACTED TO SUPPORT TRAFFIC AT THE END OF EACH WORK DAY. THE CONTRACTOR SHALL PLACE PERMANENT PAVEMENT THROUGH INTERSECTIONS AT THE END OF EACH WORK DAY. NO TRENCH EXCAVATION OR PIPE

LAYING ON FRIDAYS, WEEKENDS OR HOLIDAYS WILL BE PERMITTED ON MAJOR AND SECONDARY

THOROUGHFARES OR COLLECTOR STREETS WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CONTRACTOR SHALL PLACE PERMANENT PAVING EACH FRIDAY.

3. IF, IN THE OPINION OF THE CITY ENGINEER, THE TRENCH BACKFILL IS UNSAFE TO TRAFFIC, THE CONTRACTOR SHALL PLACE PERMANENT PAVING AT THE END OF EACH WORK DAY.

4. STEEL TRENCH PLATING SHALL CONFORM TO THE CAL TRANS ENCROACHMENT PERMIT MANUAL SECTION 602.1 AS REVISED JULY, 2009.

5. THE SPECIFIED MISCELLANEOUS BASE SHALL BE CRUSHED MISCELLANEOUS BASE ACCORDING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

STORM DRAIN GENERAL NOTES

1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE ASSOCIATED

SPECIFICATIONS, THE CITY OF PALM SPRINGS STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY CHAPTER 14.16 OF THE CITY OF PALM SPRINGS MUNICIPAL CODE.

3. CONTRACTOR SHALL NOTIFY THE CITY OF PALM SPRINGS ENGINEERING DIVISION; VERIZON; SOUTHERN CALIFORNIA GAS COMPANY; SOUTHERN CALIFORNIA EDISON COMPANY; TIME-WARNER CABLE TELEVISION; DESERT WATER AGENCY; MISSION SPRINGS WATER DISTRICT; AND UNDERGROUND SERVICE ALERT (U.S.A.) 1-800-227-2600 CONCERNING CONSTRUCTION 2 WORKING DAYS PRIOR TO TRENCHING.

4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A SCHEMATIC MANNER ONLY. SUBJECT TO THE PROVISIONS OF SECTION 4215 OF THE CALIFORNIA GOVERNMENT CODE,

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING THE WORK.

5. PRIOR TO BEGINNING CONSTRUCTION, CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT FROM THE CITY OF PALM SPRINGS, ENGINEERING DIVISION. THE WORK WILL BE ALLOWED ACCORDING TO RESOLUTION 17950 - RESTRICTING STREET WORK ON MAJOR AND SECONDARY THOROUGHFARES. THE CONTRACTOR SHALL BEAR ALL COSTS OF SAID PERMIT.

THE CONTRACTOR SHALL PROVIDE OWNER WITH 5 COPIES OF SAID PERMIT.

6. THE CONTRACTOR SHALL SET AN APPOINTMENT FOR INSPECTION WITH THE CITY ENGINEERING FIELD INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO DATE OF INSPECTION.

7. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE STATE DIVISION OF

INDUSTRIAL SAFETY PRIOR TO STARTING CONSTRUCTION AND SHALL MAKE A COPY AVAILABLE TO THE CITY ENGINEER.

8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MIARKS NOTED ON THE PLANS. REMOVAL AND REPLACEMENT WILL BE DONE ONLY BY A LICENSED LAND

SURVEYOR OR REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND SURVEYING IN THE STATE OF CALIFORNIA. THE CONTRACTOR SHALL COMPLY WITH SEC. 8771 OF THE BUSINESS AND PROFESSIONS CODE AS AMENDED BY AB 1414 WITH RESPECT TO ALL MONUMENTS.

9. PROVIDE ACCESS TO ALL WAL'r<!NAYS, SIDEWALKS, DRIVEWAYS, AND STREETS AT ALL TIMES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE, AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES.

11. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT

ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGES THAT MAY OCCUR FROM STORM

WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM ANY AND ALL WORK IN CONJUNCTION WITH CONSTRUCTION OF THIS PROJECT.

12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY

FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE

CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
CITY OF PALM PREPARED UNDER THE DIRECT SUPERVISION OF:

ELEV. ~ ,,~~,.,,~ 476.262' SPRINGS BM T-14 OBANDO &ASSOCIATES, INC.

LOCATION GASPAR OBANDO ,I; " ~ t ~
i, tf.,.ftf-i'.A ~
3101 OCEAN PARK BLVD, STE 100 PMB 122 -41 E•p 12-J1-1: THE INTERSECTION OF LA VERNE WAY AND SANTA MONICA, CA90405 ~ o. 71382 ,,, ~" SOUTH PALM CANYON DR. (310) 821 • 7555 "' , ..

IN THE CITY OF PALM SPRINGS

PRECISE GRADING PLAN
310 W CRESTVIEW DR. LOT 4
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.

13. THE CONTRACTOR SHALL REPLACE ALL A.C. PAVEMENT, CONCRETE CURB AND GUTTER, CONCRETE CROSS GUTTER, ETC., WHICH HAVE BEEN REMOVED OR DAMAGED IN CONNECTION WITH THE CONSTRUCTION OF THIS PROJECT. COST FOR SAID REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR AND INCLUDED IN VARIOUS ITEMS OF WORK.

14. THE CONTRACTOR SHALL REPLACE WITH LIKE IN KIND ANY LANDSCAPING OR SPECIAL FEATURES SUCH AS: TURF, GROUND COVER. TREES, BUSHES, AND IRRIGATION LINES, ETC.,

WHICH ARE REMOVED OR OTHERWISE DISTURBED IN CONNECTION WITH THE CONSTRUCTION OF THIS PROJECT. COST FOR SAID REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR AND INCLUDED IN THE VARIOUS ITEMS OF WORK.

15. ADJUSTMENT OF WATER VALVE COVERS AND MANHOLE COVERS SHALL TAKE PLACE AFTER THE A.C. PAVEMENT OPERATIONS ARE COMPLETE.

16. ALL STATIONING SHOWN IS CENTERLINE STATIONING UNLESS OTHERWISE INDICATED BY NOTE.

17. ALL STORM DRAIN STRUCTURES SHALL BE IN ACCORDANCE WITH RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARDS.

18. RECORD DRAWINGS (FORMERLY CALLED "AS-BUILT" DRAWINGS) OF THIS PLAN MUST BE

SUBMITTED TO THE CITY ENGINEER BY THE ENGINEER OF RECORD PRIOR TO ACCEPTANCE OF THE WORK.

19. CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE PROVIDED ON ALL PROJECTS AS REQUIRED BY CITY STANDARDS OR AS DIRECTED BY THE CITY ENGINEER. AS A

MINIMUM, ALL CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE IN ACCORDANCE WITH PART 6 "TEMPORARY TRAFFIC CONTROL'OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 13, 2012, OR SUBSEQUENT EDITIONS IN FORCE AT THE TIME OF CONSTRUCTION.

20. APPROVAL OF PLANS BY THE CITY ENGINEER DOES NOT RELIEVE THE CONTRACTOR OR

DESIGN ENGINEER FROM RESPONSIBILITY FOR CORRECTIONS OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION OF THE WORK. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL.

21. STORM SEWERS SHALL BE AIR-TESTED ACCORDING TO 306.1.4.4 OF THE STANDARD SPECIFICATIONS AND COLOR TELEVISED PER CITY OF PALM SPRINGS REQUIREMENTS. THE

CONTRACTOR SHALL TELEVISE EXISTING STORM SEWER MIAINS PRIOR TO AND AFTER COMPLETION OF CONSTRUCTION.

PRIVATE ENGINEER'S NOTICE TO SUBCONTRACTORS

1. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS

FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF

CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.

2. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTILITY INFORMATION

SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA NO

REPRESENTATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF SAID UTILITY INFORMATION. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT SHOWN ON THESE PLANS.

3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY, AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND

HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.

4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGY REPORTS, AND THE SITE CONDITIONS PRIOR TO COMMENCING WORK.

5. SHOULD CONFLICTING INFORMIATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AT OAS SOLUTIONS BEFORE PROCEEDING WITH THE WORK IN QUESTION.

NOTE
UTILITIES SHOWN REFLECT AVAILABLE PUBLIC RECORDS. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA,

WHETHER SHOWN OR NOT HEREON, AND TO NOTIFY UNDERGROUND SERVICE ALERT AT

1.aG0-227-2600, 48 HOURS IN ADVANCE.

NOTE TO OWNER AND CONTRACTOR

IT IS THE OWNER'S RESPONSIBILITY TO SCHEDULE REGULAR MAINTENANCE OF THE DRAINAGE

SYSTEM, INCLUDING BUT NOT LIMITED TO AREA DRAINS, DRAIN LINES, DRYWELLS AND BUBBLER BOXES.

CONTRACTOR SHALL RECOMMEND MIAINTENANCE SCHEDULE TO OWNER BASED UPON INSTALLED EQUIPMENT AND AS-BUILT CONDITIONS ROOF DRAINS.

ENGINEER-OF-RECORD SHALL BE CONSULTED PRIOR TO ADDING ADDITIONAL DRAINAGE (ROOF

DRAINS, POT DRAINS, ETC) INTO THE SYSTEM SHOWN HEREON TO ENSURE ADEQUATE PIPE SIZING.

DESIGN BY: CITY RIGHT.OF· INITIAL DATE REVIEWED BY: : :

GASPAR OBANDO CHECK WAY
DRAWN BY: TRAFFIC JOHN M. BRUDIN : : GASPAR OBANDO ENG'G REVIEWED BY: DATE FIELD R.C.E. NO. DATE : :

ENG'G . 41836 I 0/05/2 1
~I
SITE

VICINITY MAP
SCALE 1:800
~ I/

SITE LOCATION
310 W CRESTVIEW DR., PALM SPRINGS, CA 92264

LOT DESCRIPTION
APN 513-352-020, 021, & 022

LEGAL DESCRIPTION

PLOTTED PER LEGAL DESCRIPTION NOTED ON WFG NATIONAL
TITLE COMPANY OF CALIFORNIA, ORDER NO.: 0-105200, DATED JANUARY 23, 2020.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
OF EL CAMINO WAY, BEING N85°36'E PER MB 12152-56.

UTILITIES

1. SEWER-SEE SHEET3 FOR SEWER LINE LOCATION

2. WATER- SEE SHEET 3 FOR WATER LINE LOCATION

REQUIRED PERMITS

1. PRECISE GRADING PLAN

INDEX TO SHEETS

SHEET DESCRIPTION
1 TITLE/NOTES SHEET
2 PROJECT SURVEY
3 GRADING AND DRAINAGE PLAN
4 CROSS SECTIONS PLAN

EARTHWORK QUANTITY TABLE CUT (CY) FILL (CY)
ROUGH GRADE 277 I 60
BACKFILL 1214 C.Y.

EXPORT 217 C.Y.

1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE TO BE USED FOR PLAN CHECKING AND PERMITTING PURPOSES ONLY.

2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES AND/OR CONTOURS AS PROVIDED ON THE SURVEY. THE

ESTIMATED EARTHWORK DOES NOT ACCOUNT FOR THE THICKNESS OF PAVEMENT, FOUNDATIONS.CLEARING AND GRUBBING, AND CONSTRUCTIONS MEANS AND METHODS.

3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE

AND/OR EXPANSION FACTORS DUE TO COMPACTION OR OVER EXCAVATION QUANTITIES.

4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES NECESSARY FOR HIS BID AND WORK.

5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ONSITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACUTAL EXISTING ONSITE

MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT.

SEE SHEET 4 FOR CALCULATIONS

PROJECT DIRECTORY

CIVIL ENGINEER RESPONSIBLE AGENT
HA+MA

ERIC HAWKINS
(678) 478-7529
OBANDO & ASSOCIATES, INC.

GASPAR OBANDO

SOILS ENGINEER

LANDMARK GEO-ENGINEERS

AND GEOLOGISTS
780 N 4TH ST, EL CENTRO,
CA92243
(760) 730-3000
(310) 821-7555
OWNER
HA+MA

ERIC HAWKINS
(678) 478-7529
STANDARD PLANS FOR THIS PROJECT:

CITY OF PALM SPRINGS DEPT OF PUBLIC WORKS
STD PLAN NO. DESCRIPTION
201 STANDARD DRIVEWAY APPROACH

CONSTRUCTION NOTES
NO. DESCRIPTION QUANTITIES
1 TYP. RIP-RAP VELOCITY REDUCER PER DET.1/SHEET 3 1
2 TRENCH DRAIN PER DET. 2/SHEET 3 2
3 AREA DRAIN PER DET. 3/SHEET 3 4
4 DRY WELL PER DET. 5/SHEET 3 1
5 TYP. DOWNSPOUT PER DET. 6/SHEET 3 1
6 ATRIUM DRAIN PER DET. 7/SHEET 3 2
7 SEDIMENT BASIN PER DET. 1/SHEET 4 1
8 V-DITCH PER DET.2/SHEET 4 1
9 RETAINING WALL (PER SEPARATE PLAN) 2
APPROVED BY:

CITY OF PALM SPRINGS, CALIFORNIA
FILE NO.

E-4605
SHEET

JOEL MONTAVO

CITY ENGINEER
R.C.E. NO. DATE
62624

PRECISE GRADING PLAN
310 W CRESTVIEW DR. LOT 4
DWG.NO.

CADO FILE NAME
illLE!NOTES SHEET
1 1 OF 4 SHTS.

Item 1I - 63
10 0 10 20
--~~--------1 ,_ iii ~--~I
SCALE: 1"=10'
Underground Service Alert
NO.

DIAL:
811

TWO WORKING DAYS BEFORE YOU DIG

REVISION APPROVED DATE BENCH CITY OF PALM
1-------+---------------------------i-------t--------1 MARK SPRINGS BM T-14

LOCATION
1-------+---------------------------t-------t--------j
ELEV.
1-------+---------------------------t-------t--------1 THE INTERSECTION OF LA VERNE WAY AND SOUTH PALM CANYON DR. 1-------+---------------------------i-------t--------1 476.262'
PREPARED UNDER THE DIRECT SUPERVISION OF:

OBANDO & ASSOCIATES, INC.

GASPAR OBANDO
3101 OCEAN PARK BLVD, STE 100 PMB 122
SANTA MONICA, CA 90405
(310) 821 - 7555
DESIGN BY:

GASPAR OBANDO
DRAWN BY:

GASPAR OBANDO
REVIEWED BY:

CITY
CHECK
DATE
I
RIGHT-OF- INITIAL DATE REVIEWED BY:

WAY
TRAFFIC JOHN M. BRUDIN
ENG'G
R.C.E. NO. DATE FIELD
ENG'G 41836 I 0/05/21
APPROVED BY:

JOEL MONTAVO

CITY ENGINEER
RC.E. NO.
62624
DATE

SURVEY BY OTHERS

FOR REFERENCE ONLY

CITY OF PALM SPRINGS, CALIFORNIA

PRECISE GRADING PLAN
310 W CRESTVIEW DR. LOT 4
FILE NO.

E-4605
DWG.NO.

CADD FILE NAME

PROJECT SURVEY
SHEET
2 20F 4SHTS.

Item 1I - 64
----~
499.50 1W TO 499.001W
495.00 BW TO. 493.35 BW
\ )
H= 4.50' Tc»le.5.65'
L= 50.99-.
RET. WALL PER

SEPARATE PLAN
/~_/ / ' . I ,
I j
Underground Service Alert
NO.

DIAL:
811

TWO WORKING DAYS BEFCRE YOU DIG
i
'

REVISION
I
)
POOL COPING 494.96'
POOL BOTTQM 488.96'
---------

APPROVED DATE
-·-·--·-·-t--------------:.. _____________________________ _ ----~-- ---------·

BENCH CITY OF PALM
MARK SPRINGS BM T-14

LOCATION
ELEV.
--~........-~/
(di!
/:;I'
476.262'
A
L 5'
-+- ------
5'
·A·o· 000 • Yooooe:? ._0.0,0000
A
_A
--
SLOPE
---30"
8" ROCK W/ 4" EMBEDMENT

INTO CONCRETE
2" MIN. GAP IN BETWEEN
10"
§;0£%000
600060£%
-?00·0•00"
uO~. -~020~_~0~0~.-~o~. - -:CONCRETE
2500 PSI
k,l .t_ -KEY POP UP EMITTER
#5 REBAR 12" 0 C.

SECTION A-A
TYP. RIP -RAP

VELOCITY REDUCER

NO SCALE
1 SHEET3
f"J-~----------
)
/'-----¾.) ~

6.00'
\_)
~
\

L PEDESTRIAN
GRATE 1% MIN. 1% MIN.
~-~.~.'=i.:-:. ~""'""'"'!' ~•==· ~. ~-=..
z
:5
Q.
~
w
Q.
___[_
>. · J> . . .,,_ >. "'· . .,,_
""·. I>_ . I>, . • li • . ~ •.
.,,_ "'- "- PAVING PER ARCH .

I>: : i,:. . • l>_.
~ .· "
~ IIl~~l:=,,.g,._,-jf ~re--11' _ COMPACTED SOIL
6'' PVC
INV
-t------DRAIN ELBOW
&--- CRUSHED/

COMPACTED STONE
(
NDS AREA DRAIN 3
NO SCALE SHEET3
BUILDING PAD= 492 ±
--------~
!
I
I

CONSTRUCTION NOTES
NO. DESCRIPTION QUANITTIES
1 TYP. RIP-RAP VELOCITY REDUCER PER DET.1/SHEET 3 1
2 TRENCH DRAIN PER DET. 2/SHEET 3 2
3 AREA DRAIN PER DET. 3/SHEET 3 4
4 DRY WELL PER DET. 5/SHEET 3 1
5 TYP. DOWNSPOUT PER DET. 6/SHEET 3 1
6 ATRIUM DRAIN PER DET. 7/SHEET 3 2
7 SEDIMENT BASIN PER DET. 1/SHEET 4 1
8 V-DITCH PER DET.2/SHEET 4 1
9 RETAINING WALL (PER SEPARATE PLAN) 2
PREPARED UNDER THE DIRECT SUPERVISION OF: CESIGN BY:

GASPAR OBANDO
OBANDO & ASSOCIATES, INC.

GASPAR OBANXI DRAWN BY:

M~Well ®W

Q ITEM NUMBERS

1. MANHOLE CONE - MODIFIED FLAT BOTTOM .

DAAINAGE SYSTEM DETAILS AND SPECIFICATIONS 2. BOLTED RING & GRAT EICOVE R . DIAMETER & TYPE AS SHOWN . CLEAN CAST IRON WITH WORDING ·sTO RM
WATER ONLY" IN RAISED LETTERS . BOLTED IN 2

LOCATIONS AND SECURED TO CONE WITH MORTAR
RIM ELEVATION ±0.02' OF PLANS.

Lot4
Palm Springs , CA 470.00
TOP
7 452.00
TTOM
9 6
468.50
NV
467.00
INV
3 20
.,
f-
I
(!)
w Io
0: -w
"' 0:
" .
0 19 ,
•
8 >- I
"' 0: f- ~
0: a. i5 :, w
"' ~ 0 w
"' 0: ~
u. w <D
11 0 <D <
I
"'
w
<{
"' Ii: I 0:
w (J w
0 (!) a.
z 0
4 ::, f-
~ ,;
w z
"' 0 ;::
>i < 0:
f-
1 w z w a.
0 -I
14 f-
~
I .... a. w
0 ~

3. STAB ILIZE D BACKFILL - TWO-SACK SLURRY MIX.

4. PRE-CAST LINER - 4000 PSI CONCRETE 48" ID. X 54" OD.

CENTER IN HOLE ANO ALIGN SECTIONS TO MAXIMIZE
BEARING SURFACE.

5. INLET PIPE/OUTLE T PIPE {BY OTHERS ).

SEE SEPARATE PLAN FOR INVERT ELEVATIONS.

6. GRADED BAS IN OR PAVING (BY OTHERS) .

7. COMPACTED BASE MATERIAL , IF REQUIRED (BY
OTHERS) .

8. FREEBOARD DEPTH VARI ES WITH 1NLET PIPE
ELEVATION . INCREASE SETTLING CHAMBEA DEPTH AS
NEEDED TO MAINTAIN ALL INU:.T PIPE ELEVATIONS
ABOVE RISER PIPE.

9. NON-WOVEN GEOTEXTILE SLEEVE - MIRAFI 140 NL. MIN.
6 FT 0 . HELD APPROX. 10 FEET OFF THE BOTTOM OF
EXCAVA TION.
10, PUREF LO® DEBRIS SHIELD - ROLLED 16 GA. STEEL X 24"

LENGTH WITH VENTED ANTI-SIPHON ANO INTERNAL

0.265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN
X 12" LENGTH. FUSION BONDED EPOXY COATED .

11. MIN. 6' 9 DRILLED SHAFT .

12. RISER PIPE . $CH, 40 PVC MATEO TO ORAINAGE PIPE AT
BASE SEAL.
13, DRAINAGE PIPE -ADS HIGHWAY GRADE OR SCH . 40 PVC
WITH TRI-A COUPLER. SUSPEND PIPE DURING BACKFILL
OPERATIONS. O!AMETER AS NOTED.
13 6" 0 < f-
A:J.ll<. IIOOl_,~ -:00.l lM -"C\YR)t.l
,;:.,.<.1<Y1 ... C.Q.C-51",""I! ___ .,,.,.,__ -.r.MM,..,,,.OR.r~,Ul -WA.

U.5 -Ho.•.DllllC·'"-°"' 1111• 'KI00.200"
IV-6-SS-CA
ll.EVISED BY AB
DFIAWN CN 05-14-19 REVISED DATE; 09-15-21
CITY ~GIIT-OF- INITIAL

CHECK WAY

TRAFFIC
0 ....
0 w
~
"' ;::
"' w
SCALE N.T.S

14. ROCK -WASHED , SIZED BETWEEN 3/8" AND 1-1/2" .

15. FLOFAS 'f® DRAINA GE SCREEN - SCH . 40 PVC 0.120''
SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT .

OVERALL LENGTH VARIES, UP TO 120" WITH TRI-B
COUPLER .
16, ABSORBENT . HYDROPHOBIC PETROCHEMICAL
SPONGE . MIN . 128 OZ. CAPACITY . TYPICAL , 2 PER
CHAMBER.
17, FABRIC SEAL - U.V. RESISTANT GEOTEXTILE • TO BE
REMOVED BY CUSTOMER AT PROJECT COMPLETION .

GRATED ONLY.

18. MIN. 6' 0 DRILLED SHAF T.

19. BASE SEAL · CONCRETE SLURRY .

20. 6 PERFORATIONS MINIMUM PER FOOT , 2 ROWS
MINIMUM.
-Manutacw red and Installed by - ,,.

TORRENT •

RESOURCES
An evolution of McGuck in Drill ing
www .lor rentreso urce1.com
CALIFORNIA 000-820-0740
ARIZONA 602-268-0785
DRYWELL 5
NO SCALE SHEET 3
DATE REVIEWED BY: APPROVED BY:

JOHN M. BRUDIN JOEL MONTAVO

DURA SLOPE TRENCH
DRAN NDS.

CONCRETE

COMPACTED SOIL
•
•
•
•
,
·rt, • .; 0
•
• • •
0 4.6"
•
0 • .. 0
TRENCH DRAIN DET.

NATIVE OR IMPORTED

SOIL COMPACTED TO
90% RELATIVE DENSITY

NO SCALE
4' OR 6' PVC PIPE-¥-'-"'--'1 I
COMPACTED _ _,..
i
•

INV ELEV

PER PLAN
2 SHEET 3
• ....

SAND I ··""'=~-__ ,.,, J ··---+
PLACE ON UNDISTURBED __ .;.....:::=ci='.;§;,,,,;;;,,,,~, _L2 __ ::.-~

OR COMPACTIED SOIL
4" 4" OR 6"
MIN

STORM DRAIN PIPE
TRENCHING ET.

EDGE OF

BUILDING

DOWNSPOUT

NO SCALE
4 HEET3

PAVING PER
ARCH.

DOWNSPOUT ADAPTER

INSERTED IN RISER PIPE
- FINISHED FLOOR

FSORFG ,,----- ---
/
(
-,--- I INJECTION MOLDED
t11--~ ~--i°'IF===il I WT 90• BEND

REDUCER

CONNECT TO MAIN

DRAINAGE LINE
PVC PIPE S--:2% MIN.

L __ I
INVERT - -1--FOOTING

PER PLAN I (WHERE OCCURS)
L_ _______ _J
TYP. DOWNSPOUT 6
1"
4"PVC
INV
NO SCALE HEET3
. ' .,
4"
' . ..
1"
i
TG ELEV.

PER PLAN
--+----- DRAIN ELBOW
--CRUSHED/

COMPACTED STONE
ATRIUM DRAIN 7
NO SCALE HEET3

THIS PLAN HAS BEEN REVIEWED AND CONFORMS WITH

THE RECOMMENDATIONS OF SOILS ENGINEER/GEOLOGIC
REPORTS DATED ____ _

SIGNATURE DATE
LEGEND
------ - -
®
•
®
©
~
FS
INV
FF
TG
GB
RL
TS
BS
TGR
GF
• ----

DIRECTION OF FLOW

FLOW LINE
DRAINAGE PIPE-6' PVC S=1.0%

MIN, UNLESS OTHERWISE NOTED
SEE DET. 4/C-2 FOR TRENCHING

GRADE BRAKE

RIDGE LINE
TRENCH DRAIN PER DET. 2/C-2
ATRIUM DRAIN PER DET. 7/C-2
AREA DRAIN PER DET. 3/C-2
ROOF DOWNSPOUT SEE DET. 6/C-2 FOR

CONNECTION
POP-UP EMITTER, SEE DET.1
SEDIMENT BASIN PER DET.1/SHEET 3

FINISHED SURFACE

INVERT ELEVATION

FINISHED FLOOR

TOP OF GRATE

GRADE BREAK

RIDGE LINE

TOP OF STEP

BOTTOM OF STEP

TOP OF GRAVEL

GARAGE FLOOR
RIP RAP PER DET. 1/C-2

RETAINING WALL BY OTHERS

PATTERN LEGEND
.. .,
,. ,. ,,
.' .' POURED CONCRETE CEMENT FOR R/W
, . ..

POOL PER ARCHITECT
... . ... " ·, ·,: : : . .. . : ·. .•. . .. . .. ... .. . .. . . GRAVEL PER ARCHITECT . . ., ' ' . : ... : : "".'•" :.- .. ·.· -··· . ... . . . ,,
.
"'
"'
. . . .
. . . . HARDSCAPE PER ARCHITECT . . .
'
. .., "' "' "' "' "' "' "' "' "'
~ PLANTER PER ARCHITECT
.., "' .., "' "'

PLAN NOTES

1. THIS PLAN ACCURATE FOR GRADING AND DRAINAGE, ONLY

2. DRAINAGE PIPES ARE 6' PVC PIPES, UNLESS OTHERWISE
NOTED.

3. ALL DRAINAGE PIPES SHALL BE INSTALLED AT 12" (MIN)
BELOW FINISHED SURFACE PER MANUFACTURER'S SPEC~
FICA TION UNLESS OTHERWISE NOTED ON PLANS.

4. ALL DRAINAGE PIPES TO BE SLOPED 1% MINIMUM .

5. CONNECT ALL ROOF DRAINS TO BELOW GROUND DRAINAGE
SYSTEM PIPES. S=2% MIN

6. SURVEYOR MUST SET GRADE STAKES FOR ALL DRAINAGE
DEVICES AND OBTAIN INSPECTION BEFORE POURING.

7. ALL SLOPES TO BE VEGETATED.

8. ANY CHANGES (TYPE, SIZE, LOCATION) TO APPROVED

STORMAWATER BEST MANAGEMENT PRACTICE (S) (BMPS)

MUST OBTAIN WRITTEN APPROVAL FROM LOS ANGELES,

DEPARTMENT OF PUBLIC WORKS, BUREAU OF SANITATION
PRIOR TO CONSTRUCTION OF BMP (S).

9. ALL STORM WATER RUNOFF TO DRAN TO BMP.

PUBLIC R/W

CONSTRUCTION NOTES
0 SAW CUT, REMOVE, AND REPLACE 1' WIDE STRIP OF AC.

PAVEMENT AND BASE. MATCH EXISTING PAVEMENT SECTION.

CITY OF PALM SPRINGS, CALIFORNIA
FIL£ND. SHEET
E--4ll05
DWG. NO.

PRECISE GRADING PLAN 3 GASPAR OBANDO ENG'G 3101 OCEAN PARK BLVD, STE 100 PMB 122 CITY ENGINEER THE INTERSECTION OF LA VERNE WAY AND SANTA MOND., CA 90405 R.C.E.NO. DATE R.C.S. NO. DATE 310 W CRESTVIEW DR. LOT 4
CADD FIL£ NAM• REVIEWED BY: DATE SOUTH PALM CANYON DR. (310) 821 • 7555 FIELD 10/05/ 21 ENG'G ,1.1836 62624 GRAil~ & IR,t.Jtw;E Pl.AN 30F 4 SHTS.

Item 1I - 65
- co
r---~:~P.2:~---~-+ ~
I ··-·•-··-·•-· • ·-------.. 63 00' . . --·-· . ! : : -n-••-••-••-••-••-••-••-••- i . • I . • I . • !
i
Fri' .I .,,.
::?i ' • I • ; . ' I
• .

I
~
'"' j9 ..... . .,, ,,
·"' ·~ IZ
~ SEALED GRATE

TOP OF WALL
t-----12_" __ --lt---6'_' - --1· ELEV. PER PLAN
~~ -~I___._,[ e·
-~
515 ~ . . . ~ 505 >--~=--4· -.. -...... ~- ... -....... -.. -- -- --- -- -- -- -....... .. . -. _, ...... -... . -· -. ...... -.... -- ----- -- -- ..... -.... . -- -- --:•• ....... ..... ... ...... ...... ... ...... ................. .. ....... ..... .. ........... ·• .. .... ... ·• ............. . •:• ............ ...... ....... ~· . ....... ·>-==-, I I . . . .
1·
i --~-
I I
i---=-51-0__, . . . . . . . . . j . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... __ ... . . . . . . . . . . . . . .. . . . . . . . . . . . __ .. . __ ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j ....... ·t---=-'50-5 _, i ' i . . 505 ! · ! 5~ >--==--4·· ....... ··~·· ......... ... ......... -· ....... .. ......... : ......... ···•· ..... ... ......... .. ....... ... ......... ....... ···· •· ..... ····•· ....... .. ....... .. .. ·········· - - · ........................................... ·· - ,_.; ............ ····· .... ···· ~·· ...... ·+-== - • • • i I •

I HOUSE FOOTPRINT
CATCH BASIN --'"-:i;r==±==,r-
FLOW IN -~
! PROPOSED BUILDING - !
f--'5=0=0'--t~c ~c, -t---~,c O c~;:: . ~~~~~~_:~:i~~~~~~~-~~~~~~~~ ~ ~~~~:~~~~~ ~ ~~~~ .................................. ~~~~-- · .. ..... .. . .. .. ....... .. ..... . . . . .. .. .. ..... .. .... . :· .. ..... .. ... .. .. . j ...... ·+---"'5.,.0.,.0'--I • .

I • ' I , .

I . . . .
i ·. <@ . _. ·· .. ·;,. ·.. ·. ·. .

I
I f ..• ·.••;·••.·.••:•oi:••(::·:/:ii: i::'.:._.\@: :<:::: ..... ·· .. ··.·.·.·... . ~ /. . . . . . ·. ·. . · . ·. •. . ·. •. •: ·. · .. ··. . . ~ ··. . . . :'I; A~ f 7. ••••:::oo·· ·.·.@y· . ··•:·.· .. ·· :·· >·· .·.-.:·1•r~ ! ~A' 470.40 ----
INV 470.10
INV

SEDIMENT

COLLECTION
/ FLOWTO
0 RIP-RAP
1i----j
""'-..~9.60
1~_,,,---II :B~ INV
FLOWTO

DRYWELL
1/2" ORIFICE ON

BED OF GRAVEL
-
\ .• ,.
•:
• ..
• •
'
4" D.P.-OUTI.ET THROUGH --.__,s-
WALL @F.G. ,......_
-
495 i · · 49'1. ·. ' · . · .cur . ·. •····... ~ ~ "·~ ~ -·::.~-:--.~-c-.:---~:--..!'§7-~ 495.00FF i >--~=--4 .. .. .. .. .. ; ...... · ............ . ·' F=7="'-;;"",..~c.."'+!:':..'t"'~"".c.."":,_"_=c_"':c;,,_=~,."-,;,,-=~"'--',;,-=~"':..,"'_'"'~c"~,,,;c..=~~:..,,;~=~~-"':,_'L=c.."':.."'~='-;;,:..."'~=~a=:cie_=~7"-"°'-=~7~,;,-=~~,c-=~":.c,,;,._,.==ca,i=~f;:;;:::;::;==;:::,,:·-~;:a:;:::;:;::::::;;;;;;;;;;;=,;;:==i;ci~ •. · , .......... · .... · ........ · + · · · · .... .. ! ·,:,··•r- 493.64 : . . . " .. . . ···., • .. · ·•, •. · ·.,.· ·;.. ·.,,..• ··/ \1-'ii:j;;;,,-• . .;.,,--·-;··--- -- i 490 ! "'-- 491.97 FG .,. : .·•( < ., ·· > . > . > .• •< > ):,U ./!»'·. - '\ i ~~~--t· .......... ~, ........ ............ .... ··FG· ........... ·':......... .. . . . . . . ... . . . . .. .. . .. .. .. . . ... . . . . . .. .. .. .. . . . . . . . . . . . ........... •·. . .... ' ... . : ...... :~ .... --~, ... :~ •... :L ... . ·:-,.. ~~ •.. :\ .... --~ .. ... ~' •.... :-, .... : ................. )~ .......... . .- . . ·. -· ·. . . . . . ·. . . . . . ·. . . . . ·- ·. . l 48935: : ,, . •
495
490
=~·~ · ' •' FG : • ', 485 i ',
········· , ···················· • ···················· • ··········c ······ ·········· •• ·························· · ······c ·············· ·• ······• •• ········· • ······ "· ········, ·············· ··········= ······· :-,_·4-· - ~~7 I
485 i ,_~=----1 ··········· ~ ·········· •·· ........ .. . .

I I . . . . c..l ... ... :·< :· <<. .<.· . . ·. · ... <. i::: .. .-. ~ ............................... ~ ! .. :.:•,::•,:::· '•.::·.::.--::·.:·· .. _ ... :.~·-.':·.:::-::.--:. ·.:_. ,.::;·-.':· .......... :.·_. ... _._. i SEDIMENT BASIN ,, 1 ' V-DITCH /ATRIUM DRAIN DETAIL '2 ' I I
480 i i 480
/ ·.. . . . . ·. ® ·. ' ·. ·. · .... ... >> .. ·. ·.. i l! ··••··••··•••··••··••·· •· · .. ·.·· _. . .-· ; .. ·.·:· ·. _. .. ···.'>f v·_. .··. · .· .i .Pl . . . . . - . . . .· -- .· r--- l ~i ·. ·.. · ·. · -C5) · . ' _.,...,~C--:' .·· .·· .· .-· · , ~ ...... . ... .
: .... ·.· . ·. ,: ·•· ... ·· .. Ff',.·.·.·· .. ·.. ! ! ·-.:·-. ·-- .'·,. · .. _ ·. __ ·. .-· :: . _.- _ .. · .-. _.\.1/;_ .. __ .· .-·. - ,'q;). l -:::<:<::--( -- . ·:>:):>::.--_.: __ ._.. <-<L·.·_ /1 ! . < . • :::--. . . .· / '·la"·· .·.· ... ·.· .. ·>· .: / i ' . . . . . . , --~ - . , • : ·- ··-. .---.:·-._·._:--.· ·.· . . :. ·_-·_.·_-·_:-· .- .i ~- . . •_, -~- . : ........ _ • - • "----'--.. .·, I I ............. • • . x· ,. ·.·. /
··---- ..... __ ·- ... ..
•·-... '••, • I
,,;;,-.... --.... , .. ''b 044°..., ••, tJi=tp--.... --..... .. •,. '•• , , I .... ...~ ii.I --.... :·..... · .. _:. ~ . ·,._ : '· '··,··-; ·@·. :< .. ~
' . . . . § .. ·'-"' ' ' . .,..,. u ·-.., ·, ·. ··• . ~ . -· ' ' :'
'• I ' -~ .... __ ..
. - ..-~ ' I
, -~ ··, : -..... -. ..,, ·,. / .....

CUT/FILL DIAGRAM

NO SCALE

DRYWELL SIZING CALCULATIONS
MaxwelKID IV Dra inage System Ca lculations Prepared on September 16, 2021 Proj ect : Lot 4 - Palm Springs , CA
Conta ct : Nelson Costillo at Oba ndo & Assoc iate s - Los Angeles, CA TORREN;,;:

Given :

Desig n Infiltrat ion Rate
Mitigat e d Volum e
Requ ired Drawdown Time
Mi n. Depth to Infiltra tion

2.00 in/hr
839 ft3
~ hour s
lQ ft
Groundwater Depth for Design 200 ft
Proposed:

Drywe ll Rock Shaf t Diameter
Drywe ll Chamber Depth
Rock Porosity
De pth to Infiltration
Drywe ll Bo ttom Depth
Q ft
la ft
40 %
H ft
73 ft
Convert Design Rate from in/ hr to ft/sec.
in lfl /h" II

2.00 ""ii,""X 12;n X 36{)(}sec 0.0000 46 sec

IESOMICES
A 6 foot diameter drywell provides 18.85 SF of lnfilhation area per foot of depth , plus 28.27 SF at the bottom.

For o 73 foot deep drywell , infiltrotion occurs between 14 feet ond 73 feet below grade . This provides 59 feet of infiltration depth in addition to the bottom area. Infiltration area per drywell is calculated below. 59 ff X 18.85 ';,' + 28.27 ff 2 = 11 4Q ft 2
Combine design rate with lnfiltratlon area to get flow {disposal) rate for each drywell .

II 2 _ ti '

0.000046 sec X 1140 ft - 0.05280 sec
Volume of disposal for each drywell based on various time frames are included below . 48 hrs: 0.0528 CFS x 48 hours x ~iec = 9,1 23 cubic feet of retained wate r disposed of.

Chambe r diameter = 4 feet. Drywell rock shaft diameter= 6 feet.

Volume provided in each drywell with chamber depth of 18 feet. 18ft X 12.57ft 2 <55ftx 28.27ff 2 X 40% = 848ft 3
The Maxwell System is composed of 1 drywell(s) .

Total volume prov ided= 848 ft 3
Total 48 hour infiltration volume= 9,123 tt3
Total infiltration flowrat e = 0.05280 :.,:

Based on the total mitigated volume of 839 CF, after subtracting the volume stored in the MaxWell System , the residual volume of 251 CF could be stored in a separate detention system and connected to the drywell system.

For any questions , please contact Alex Bennett at 213-248-4167 or via email at [email protected]
Underground Service Alert
DIAL:
811
1Yl'O ~f.lG DAYS BEFORE YOU DIG
Tonent Resou,ces (CA) lnco,porcfed
9950 Alder Avenue
Bloomington , CA 92316
Phone 909-829-0740
NO SCALE ie_HEET 4
-

PATTERN LEGEND
CUT
. . . FILL
.. . ' ,. ..
,. . . R&R
..

CUT & FILL CALCULATIONS
1 HOUSE AVG CUT = 1 .'Z
GRADED AREA= 460 SQ.FT.
(460'1.2/27)= 20 C.Y. CUT
2 POOL AVG. CUT= 7.3'
GRADED AREA = 469 SQ.FT.
(469'7.3/27)= 129 C.Y. CUT
3 HARDSCAPE AVG. CUT= 1.3'
GRADED AREA= 614 SQ.FT.
(614'1.3/2'fr 30 C.Y. CUT
4 HARDSCAPEAVG. CUT=2.1'
GRADED AREA= 719 SQ.FT.
(719'2.1/2'fr 56 C.Y. CUT
5 POOL STORAGE AVG. CUT= 1.5'
GRADED AREA = 111 SQ.FT.
(111'1.5/27)= 6 C.Y. CUT
6 GARAGE AVG. CUT= 1.2'
GRADED AREA= 416 SQ.FT.
(416'1.2/2'fr 18 C.Y. CUT
R&R AVEG. HEIGHT= 5.8'
R&R GRADED AREA= 5650 SQ.FT
(5650'5.8)/27 = 1214 C.Y. R&R

EARTHWORK QUANTITY TABLE

ROUGH GRADE
R&R
EXPORT
NO SCALE l[HEET'
1--~=--t · .......... ~· .......... ... ......... -· ....... .. ..................... •· ...... ............ -· ....... ... ......... ··•· ...... .......... -- ......... ·- ....... .. ............................... -....... .. -........ ·-................. ...... ....... ····· ........ ~· ........ t-~=- I • I •
475
i . ;
i . ; 475
0+00 0+50 1+00

CROSS SECTION A-A'
f-..>~8Ln ~!L.-!.. . . . . .. ..................... a~ ....... ~e . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . .. . .. . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . . . . . . . " . . . . . . . : ....................................................... :• ........................ ............................. •: ......... " . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . .~ . . . . . . ..... · +--';l!.-,l}.,:-!o!.,-1 ~! !M - .-- -- ! ' . . 500 ! ! PROPOSED BUILDl~G - !
r-==-t!~~~7LJ..4U1 . . .... .• : . ~ ;;-,;;; · . · lJ~8,o,!_~ j . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~:; ~· ............ .. --. . . . . . . . . ·4~ so . . ..... -- --. . . . . . . . . . .. . . . . . . . . . . -- .................... -- ............ ... --. . . . . . . . . . ~~~.;~ ~~;.~~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ --................... -- --. . . . . . . . . . . . . . . . . . . . . . . --. . ................ -- -- --. . . . . . . . . . . . . . ·: . . -r ·. . . . . . . .... . 500 l---'4.,.9.,.5-:~~~~·······················.[··········1·····'···--·········· ~.~-:~.~~~::__- ·,.· ,,. .. FS . "'· ............ .... 494.9BFS ...... --- .. _494.96m-- -- "7 ,-;-.~{~-:Cl)~~::-:,\ ·················· .. ··················· ...... 4.93.46. .......... ... .. .......... .. ........ .. ....... .... ....... ......... ............ .. ........... • ..... l ............... f--4_,_,9,.,,5'--I i i : -~--··· . . .. ·:_.--- 494.96COPING ·•:. ·.. ·.. ·.. - 493.50FF r FS i 490
' : --.:. .·:' .·· FIL.L ·· .·· .·· _,,_ ·488.96B07TOM·· < : :•: :-: :,: . :•.-, -.-. ,,, : :
490 ! ! · -~~ -.::' · .. ·· .-·· _.,::--- ' ··.. ·.. ··.. -·>-<~·4·91 ·1-1··-,, .. :j ]·.--.-,~~··-, ...l.O, : · ! . • . · ·········· ·· ····-··-···- - .· __ ··-.-.. -................. · ········· · ··: ···· ····· ·· ······· ·· ······ •.·.·····, .• · .• •. · .. ·····.-...... ·,, · · . ··· 't···· ·l ·.···'1 ·· ··49··1:30'· - ·-··-·: ···· · · ·,, . • ······· · ·· ··· · ··· ··············· ···r ·· · ········· r ·····;············· ·· ···························· , r - -r. l=::::=::::::::=::::::=·=I . ~ .. - _; FG ---- ..... , ...... ··········· ·············· ······················ ·:· ·········· · ········ ·· ········· · ·· ·· ·· ·· · ····· · ········: ·· ····· r ····· ....... . 485 i i SEfBACKCALCS:,c'·:~ ... ~ --~--r-,_ 0000• • i 485 f-~=---t-- -- -- -- -- · · · · · .. · -- -- ... -- ..... -- ·i · -- -- -- · · · · · i· -- -- '· -- -- · · · · · -- · " -- · -- -- ..... -- -- -- · .. -- -- · · · .. .... -- -- ., .... -- · -- .. · -- -- -- ..... -- ... -- -- -- · · · · · · · .. -- -- · -- -- ., -- ... -- ... -- -- ... -- ..... -- -- -- · -- · · · · · · · · .TOP.OFSlOPE·=· 494:26'".J. -- -- -- · -- -- · ·FG · · .. -- -- .. · -- · · · •. · · r- · · -- -- -- · -- -- -- · -- -- · -- -- .... · -- -- · · · · · · · -- -- -- -- · -- · · · · I.·· -- · -- -- ......... -- ... -- -- · -- .. · --:-- -- -- ·f · -- -- · · · · · · · · t-~=- i i BOTTOM OF Si-OPE = 485.21' j ,J · ·\' -, , i 480 · · · H-905' . " · ' 480 ! ! : : : : : ' I : f .. • - •• i "-,._ : : ! t-~~--t ......... .. -- .. .. . ...... . .......... , . -- -- -- -- . .. •· .. -- . ; ... . .. -- ..... .. .... . ........... .. -- . -- -- -- .. .......... . ; ... .... ... .. -- . .... .. .. .... ...... -- -- ... . ........ -- ... . ; .... . .. .. -- ... .. . .. ...... . ..... -- . . ... MIN ScTBACKoRCJ513.- .3,02 ......... -- . -- -- ....... .. -- ...... -- .... ; .. , .. , ..... _. .. , ........... , , .. -- ............ -- . -- -- -- ... , .. .. -- ..... -- . -- -- .... ... -- ... ............ .. .. -- ..... ... ; ...... ....... -- ... ..... ,-~=_, ! ! 3.02' SElBACK REQUIRED : 1"-.: --"--\. _ __ '' - , ! ! ! : SETBACKCALCS. ·~ ',, ! i i : TOPOFSLOPE=484:67' FG ',_ _ . i ·······--·························r- ·········1 . , .................................................... , ................................... ............. .. , ........................... •· ................ :····· ···· ·········· ·· ··· soTTOMOFSLOPE:=4~:: · ............ .. .... ...... ......... ....... -~c.:~; -~·~············· .................................. . r····· ....... . ,___4_7_0__, ...... ............................ ; ............ J .... ( ....................................................... , ...................... ____ ............................ _: __ .................................. .... __ ............ '. ........................ ~IN4~~~::i~= ............ __ .................... __ ............... : .... -~ ~~ ~~~-, ............ ____ ................. : ....... [ .............. ,__4_7_0__,, 475 475
465
0+00
7 HOUSE ENTRANCE AVG. FILL= 2.2'
GRADED AREA= 382 SQ.FT.
(382'2.2/27)= 31 C.Y. FILL
8 DRIVEWAY AVG. FILL= 2.4'
GRADED AREA= 328 SQ.FT.
(328'2.4127)= 29 C.Y. FILL
9 DRIVEWAY AVG. CUT= 1.2'
GRADED AREA= 271 SQ.FT.
(271'1.2/27)= 12C.Y. CUT
10 HOUSE AVG, CUT= 0.9'
GRADED AREA= 192SQ.FT.
(192'0.9/27)= 6 C.Y. CUT
CUT fCYl FILL fCYl
277 I eo
1214 C.Y.
217 C.Y.
! ! ; I I I I ----- ----- -- - I !
I I -- --:- - - -f- -------
i i ' ' ' ' i 465
0+50 1+00 1+50
CROSS SECTION B-8'
505 ie. ie. ie. >--==----i ······· gr ········5 ···············-.............. , ..................................................... , ···················-·······-··········• .................................................................. L ············································· • ···- •• · ~ •••••••••.•.•..•.••• ••••••••••.•.•.•.••• ••••••••••• L ·············· r ·· a: z: - - - .... :

I I I
505
l---"'5.,.0"'0'--1::~~J.:.·.:.~::::l·················· . 4g5:7gc· ........ ................................. .. ....... , ...................................................... :························ ...... . ~~p~~ED BUl~DI~~. -:.- .... ...... ........... .. ........ .. ........ .......... ...... ........... . .......... .......... ·:·············I·····l---"'5-"'0.,.0'--1 : :- - --c::-cuT-7-"'!~, 494.10 • -~------------------------------- . i f---~4~9~5'--1······· i······ . r·················.: ·. ', c.:::_< .FS Fl~: ... 4~-!0F,.S-:C::~ · ... : . · .... 49496~6 4~.9~0P;NG . L_ ': cur:.,:~ 7::.,.=~co:_::.g351iFF ···--·········· ;493~······ ····· .. ········ .. ······-- .......... ... .............. ... ....... .. ....... --·:--············r·····J--4~9~5__,, 490 i i -~--..:.:._c:.:.~-~- ·4~·961!011:~.M·· ~-·"'·~-/• ·,,-.:~ .. -;< ----- i 490 f--~~--t······· : ······ . : ····················· ······· ... •········ ·· ··················································· -- ········· .. ········ ·: · ... .. •·· ·•. :········· · FG"t_')~ :1 ····~ · ~---;~· ·· ······································· ·····················-- ···························· -············r·····f-~~......., : : : : : ! ";;" ' : f', ")~ ']0, :

I I ' ' ' •----L--1_. --- . . ' ' I
: : : : : ~ : !-,.·· ·-~,.... : '
. ....... i ........... ·t · ............. .................. I .. -. -....... ·-·• .................. ..................... I .................... -· .............................. -- ·! · ....... -· ............................ fG · ............ i• ..... t::. I ··: :j,· .. ~ ..... ::~·~·~ ........................ ·~ ............................... ---......... ........... :. .............. ·~ .... . ' ' ' ' . ' '. . ~ .... ' ' ' ' ' . ' ,. . . ., --- '
,__4~8~0'--J. · · · · · · · i · · · · · · · · · · · .: · · .. · · · · · · · · · · · ............ · · · · · · · · · · · · · · · · · · .. · · · · · --· · · · · · · · · · · · · ...... · -- .. · · · · · · · · ·: .... · · · · · .. · · · .. --· .. · · · · · · · · · · ........... · · · · · · · · ·. :. · · · · · .... · · · · · ...... · · · · · · · · · · ......... · SETBACKCAlCSL_-:-" ':'.~ · .. · . ~ .~ ~ ~ ,,,~ · · ..... : ... · · · · · · · · · · · · · · · · · .. •· · · · · ..... · .. · · · · · · · · · · · · · .... ,. · · · · ······ .. I .. · .. 1--4~8~0,___, ! ! • • i TOP OF SLOPE= ~87.21' FG ',, i j
475 i i . . : BOTTOMOFSLOPE=475.00' '<, . 1 475
>--------1 -. -. -.... f .. -. ----. --.f .. ....... -. ---..... .... ----. ----; .. .... -. -. ---- .. --. -... --...... -----· .... -.. -- ----. -. -. ; . -. -. -. - ... .. ---· ... -- .. -. -. -------· ..... -- -.. -. -----.. :. -. -. --.. .. ----... --...... -. -----· ......... -.. -. --.. -r-1.::;r1.~1!. ~----... -.. .. ---------.. -. -.......... -----.. -· .: ... --: ..... .., ~.- . -.. -. -.. .. -.. --. --------·· ... -. ----.. -----· .. : ..... -... ---.... ~ ..... ,_ __ _, : : . . : MIN SETBACK =17.2113:= 5.75' : ',,_ : :
470 ! ! • 5.75'SETBACKREQIJIRED • ----- i !
I I ; -~ : I
f--~~--4 ........ : ............ : ............ .. ................ ·· f · ......... .••.•....... .•....... .. ..........• ....... . · ·f ............ •....... •........ ..•. •.......• .. ...... . . ••. ; ...... •.••..... .. ••.......................•........... ·C····· ..... .. .. .. . . . . ................................ ;...... .. ..... . ............ :-:.-.... . ~ I I · ~~a·~·~·~·.:.------·:----------.... ·1 .... : : ' - -...

I I : i --.
485 485
470
465 i i ' i f--------1· ·· ··· ···' ···········:· ·· ... ····· • ··· ···· c · · ·········· • • ....... . , ··················· •• ······ ••· • • ······ •• ........... , ··· ·· • • ········ • ·· •········· •• ········ · ···· · c ············· • ········· • ········ ••·· •··· · · ··~ ········· •• ···· ··· · •• ··········· · ······· • ··········~ .......... . ... : . . 465
I I
' '
I I
,_46_0__,.. ....... . . . . . . . L ......... .. ...................... ............................ .. ............ ................................ ..................... ......................................... ........... ....................................... ....................... ..................................................... .......................... l ..... ,_46_0_, ' ' I I
' ' ' ' I I
455 ; ' : ' : 455
0+00 0+50 1+00 1+50
0 ____ 8 18
• 1---1 __ ~1

CROSS SECTION C-C'
SCALE: 1 "=8'
NO. REVISION /1/'PROVED DATE BENCH CITY OF PALM ELEV. PREPARED UNDER ll-iE DIRECT SUPERVISION OF: DESl8NBY: cnv CHECK
RIBHT-OF- : DATE REVIEWED BY: /1/'PROVEO BY:

CITY OF PALM SPRINGS, CALIFORNIA
FLE NO.

E-4805
SHEET
l---+---------------------------- -+---- 1----7 MARK SPRINGS BMT-14 LOCATION I----+------------------------------+-----+-----, 1--- -i---------------------------- ---t- ----+--------1 THE INTERSECTION OF LA VERNE WAY AND t---i-------------------------------t-----+--------1 SOl/TH PALM CANYON DR. 476.262'
OBAIIOO & ASSOCIATES, INC.

GASPAR OBMIDO
3101 OCEAN PARK BLVD. STE 100 PMB 122
SANTAMONICA,CA90405
(310)821-7666

GASPAR OBANDO
DRAWN BY:

GASPAR OBANDO
REVIEWEO BY: DATE
WAY
TfW"FIC
ENG'G
FIELD :

ENG'G •
JOHN M. BRUDIN
R.C.E. NO.
41838
DATE
10/05 /21

JOEL MONTAVO
R.C.E. NO.
82824
CllY ENGINEER
DATE

PRECISE GRADING PLAN
310 W CRESTVIEW DR. LOT 4
DWG.NO.

GADD FILE NAME

CROSS SECTION PLAN
4 40F 4 SHTS.

CITY COUNCIL STAFF REPORT
07/28/2022 1. J.

City Clerk -

SUBJECT

ADOPTION OF A RESOLUTION RELATED TO AN APPEAL BY ERIC KRUT OF

CARMELITA PROPERTIES LIMITED OF THE DECISION BY THE PLANNING

COMMISSION TO DENY MAJOR ARCHITECTURAL (MAJ) AND
ADMINISTRATIVE MINOR MODIFICATION (AMM) APPLICATIONS, CASE 3.4216 MAJ AND CASE 7.1633 AMM, FOR THE CONSTRUCTION OF A
3,344-SQUARE-FOOT SINGLE-FAMILY RESIDENCE WITH A 10-FOOT FRONT YARD SETBACK AND A MAXIMUM BUILDING HEIGHT OF 25.8 FEET ON A 11,206-SQUARE-FOOT UNDEVELOPED HILLSIDE PARCEL LOCATED AT 322 WEST CRESTVIEW DRIVE, ZONE R-1-C, SECTION 27 (CASE 3.4216 MAJ & CASE

7.1633 AMM)
RECOMMENDATION:

Adopt a Resolution entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, OVERTURNING THE PLANNING
COMMISSION’S DECISION TO DENY AND APPROVING MAJOR ARCHITECTURAL (MAJ) AND ADMINISTRATIVE MINOR MODIFICATION (AMM) APPLICATIONS, CASE 3.4216 MAJ AND CASE 7.1633 AMM, FOR THE CONSTRUCTION OF A 3,344-SQUARE-FOOT SINGLE-FAMILY RESIDENCE WITH THE FRONT YARD SETBACK OF 10 FEET AND A MAXIMUM BUILDING HEIGHT OF 25.8 FEET ON AN UNDEVELOPED HILLSIDE PARCEL LOCATED AT 322 WEST CRESTVIEW DRIVE, ZONE R-1-C, SECTION 27 (CASE 3.4216 MAJ & CASE 7.1633 AMM).” Attachments
Item 1J

CITY COUNCIL STAFF REPORT
DAT
E: JULY 28, 2022 CONSENT CALENDAR
SUBJECT: ADOPTION OF A RESOLUTION RELATED TO AN APPEAL BY ERIC

KRUT OF CARMELITA PROPERTIES LIMITED OF THE DECISION B Y

THE PLANNING COMMISSION TO DENY MAJOR ARCHITECTURAL
(MAJ) AND ADMINISTRATIVE MINOR MODIFICATION (AMM)
APPLICATIONS, CASE 3.4216 MAJ AND CASE 7.163 3 AMM, FOR THE CONSTRUCTION OF A 3 ,344-SQUARE-FOOT SINGLE -FAMILY
RESIDENCE WITH A 10 -FOOT FRONT YARD SETBACK AND A
MAXIMUM BUILDING HEIGHT OF 2 5.8 FEET ON A 1 1,206-SQUARE- FOOT UNDEVELOPED HILLSIDE PARCEL LOCATED AT 3 22 WEST
CRESTVIEW DRIVE, ZONE R -1-C, SECTION 2 7 (CASE 3.421 6 MAJ & CASE 7.1633 AMM)
FROM: Justin Clifton, City Manager
BY: Development Services Department
SUMMARY:

Thi
s is a request for the City Council to review the supplemental information relating to the appeal request for Case 3.4216 MAJ and Case 7.163 3 AMM, which propose the construction of a 3, 344-square-foot single -family residence with a 10- foot front yard setback and a building height of 25.8 feet on a 11,206-square-foot undeveloped hillside parcel. On April 7, 2022, the City Council reviewed the appeal request and voted 3- 1 (Middleton opposed) to overturn the Planning Commission and approve the applications, with a direction for S taff to substantiate the determination that the proposed project i s categorically exempt from further CEQA (California Environmental Quality Act) review under the CEQA Guidelines 15303(a).

RECOMMENDATION:
1) Adop
t Resolution No. ____, “A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF PALM SPRINGS , CALIFORNIA, OVERTURNING THE PLANNING COMMISSION’S DECISION TO DENY AND APPROVING MAJOR

ARCHITECTURAL (MAJ) AND ADMINISTRATIVE MINOR MODIFICATION (AMM) APPLICATIONS, CASE 3.4216 MAJ AND CASE 7.1633 AMM, FOR THE CONSTRUCTION OF A 3, 344-SQUARE-FOOT SINGLE -FAMILY RESIDENCE WITH THE FRONT YARD SETBACK OF 10 FEET AND A MAXIMUM BUILDING Item 1J - 1
City Council Staff Report
July 28, 2022 -- Page 2
Case 3.4216 MAJ & Case 7.1633 AMM – Appeal

HEIGHT OF 25.8 FEET ON AN UNDEVELOPED HILLSIDE PARCEL LOCATED AT 322 WEST CRESTVIEW DRIVE, ZONE R-1- C, SECTION 27 (CASE 3.421 6 MAJ & CASE 7.1633 AMM).”

BUSINESS PRINCIPAL DISCLOSURE:

The applications were submitted by Eric Hawkins, AIA, of Hawkins + Marshall, on behalf of Carmelita Properties Limited. James H. Moore and Eric Krut are the officers and directors of the entity. James H. Moore is the sole owner of the entity. The Public Integrity Disclosure Form is attached to this report (Attachment C).

BACKGROUND:

On April 7,2022, the City Council reviewed the applicant’s appeal request to overturn the decision made by the Planning Commission on February 23, 2022, to deny Case 3.4216 MAJ and Case 7.1633 AMM for the construction of a new 3,344- square-foot hillside single-family residence with a 10-foot front yard setback and a maximum building height of 25.8 feet. Subsequently, the City Council voted 3- 1 (Middleton opposed) to overturn the Planning Commission’s decision and approve the applications, with direction to Staff to substantiate the determination that the proposed project is categorically exempt from further California Environmental Quality Act (CEQA) review under CEQA Guidelines Section 15303(a) (Class 3, New Construction or Conversion of Small Structures).

STAFF ANALYSIS:

In response to the City Council’s determination, Staff requested Terra Nova Planning & Research, Inc. to conduct an independent analysis relative to the appropriateness of Staff’s determination that the proposed project is categorically exempt from further CEQA review under CEQA Guidelines Section 15303(a). The summary of the findings is noted below, and the Memorandum prepared by Terra Nova Planning & Research, Inc. is attached to this staff report (Attachment D).

CEQA Class 3 Categorical Exemption:

1. The proposed project is consistent with the definition and examples of a Class 3 exemption.

CEQA Exceptions to Categorical Exemptions:

1. The six exceptions to CEQA Categorical Exemptions (CEQA Guidelines 15300.2) do not apply to the project as explained below:

a) Location. The project site is not located within a sensitive environmental area of hazardous or critical concern.
b) Cumulative Impact. The project sites are adjacent to three vacant Item 1J - 2
City Council Staff Report
July 28, 2022 -- Page 3
Case 3.4216 MAJ & Case 7.1633 AMM – Appeal

parcels; t here is no evidence in the record that the addition of 3 residences would have a significant cumulative impact on the environment.
c) Significant Impact. There is no evidence in the record that the implementation of the proposed project would result in significant impacts, nor would significant impacts be expected from the construction of the two residences.
d) Scenic Highways. There are no designed scenic highways in the vicinity of the project site.
e) Hazardous Waste Sites. The project site is not identified as an environmental cleanup site, hazardous waste or substances site (Cortese), or site containing a Leaking Underground Storage Tank (LUST), and none are located in the vicinity of the project site. f) Historical Resources. The project site is currently vacant, and it does not contain any resources listed on the National Register of Historic Places or California Register of Historical Resources, and the City has not identified any historic resources within its boundaries.

Recommended Amendment to Previously Reviewed Resolution:

On pages 4 and 5 of the Memorandum ( Attachment D), the applicability of the Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) is discussed. The conditions of approval as reviewed by the City Council on April 7, 2022, included a CVMSHCP fee requirement (Condition of Approval ENG 35).

However, there were no other conditions that expressly require the project to be consistent with other aspects of the CVMSHCP, including the Land Use Adjacency Guidelines. Therefore, staff recommends that the City Council include a condition that requires the proposed project to be in conformance with the CVMSHCP, specifically the Land Use Adjacency Guidelines which include the following:

1. Maintenance of runoff in its current condition.

2. Incorporation of shielded, directed light sources to minimize the effects of landscape lighting.

3. Landscape plant materials cannot incorporate any of the plants listed in Table 4-113 of the CVMSHCP and should incorporate native species listed in Table 4-112 of the Plan.

ENVIRONMENTAL ASSESSMENT
:

This project has been determined to be categorically exempt from further California Environmental Quality Act (“CEQA”) review pursuant to Section 15303(a) of the CEQA Guidelines (Class 3, New Construction or Conversion of Small Structures).

Item 1J - 3
City Council Staff Report
July 28, 2022 -- Page 4
Case 3.4216 MAJ & Case 7.1633 AMM – Appeal

REVIEWED BY:

Assistant Director: David A. Newell
Assistant City Manager: Flinn Fagg
City Manager: Justin Clifton

ATTACHMENTS:

A. Vicinity Map
B. Draft City Council Resolution
C. Public Integrity Disclosure Form
D. Memorandum issued by Terra Nova Planning & Research, Inc.

E. Planning Commission Resolution No. 6902
F. Plans

The associated City Council Staff Report, dated April 7, 2022, is available by link here:
https://destinyhosted.com/agenda_publish.cfm?id=72567&mt=CC&get_month=3&ge t_year=2022&dsp=agm&seq=3682&rev=0&ag=1364&ln=14427&nseq=&nrev=&pse q=3678&prev=0#ReturnTo14427

Item 1J - 4

ATTACHMENT A
Item 1J - 5

Department of Planning Services
Vicinity Map

CITY OF PALM SPRINGS

Carmelita Properties Limited
322 West Crestview Drive (APN: 513-361-003)
Case 3.4216 MAJ & Case 7.1633 AMM
Item 1J - 6
020
Legend
~ Project Site
c::J 500-Foot Radius
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ATTACHMENT B
Item 1J - 7
RESOLUTION NO. _____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

PALM SPRINGS, CALIFORNIA, OVERTURNING THE
PLANNING COMMISSION’S DECISION TO DENY AND

APPROVING MAJOR ARCHITECTURAL (MAJ) AND

ADMINISTRATIVE MINOR MODIFICATION (AMM)
APPLICATIONS, CASE 3. 4216 MAJ AND CASE 7.163 3
AMM, FOR THE CONSTRUCTION OF A 3, 344-SQUARE-

FOOT SINGLE -FAMILY RESIDENCE WITH THE FRONT
YARD SETBACK OF 10 FEET AND THE MAXIMUM
BUILDING HEIGHT OF 25.8 FEET ON AN UNDEVELOPED
HILLSIDE PARCEL LOCATED AT 3 22 WEST CRESTVIEW
DRIVE, ZONE R-1-C, SECTION 27.

WHEREAS, Eric Hawkins of Hawkins + Marshall ( “Applicant”) filed a Major Architectural (MAJ) application, Case 3.4216 MAJ, with the Planning Division of the City of Palm Springs Development Services Departm ent on behalf of Carmelita P roperties Limited, property owner, p ursuant to Section 94.04.00 (Architectural Review) of the Zoning Ordinance for the construction of a new 3,344-square-foot s ingle-family residence on a 11,206 -squaref-foot undeveloped hillside parcel located at 3 22 We st Crestview Drive, Zone R-1-C, Section 27.

WHEREAS, Eric Hawkins of Hawkins + Marshall ( “Applicant”) filed a n Administrative Minor Modification (A MM) application, Case 7.1633 AMM, with the Planning Division of the City of Palm Springs Develop ment Servi ces Department on behalf of Carmelita Properties Limited, property owner, p ursuant to Section

94.06.01(A)(10). The AMM applicat ion was filed for : 1) a 10- foot fro nt yard setback instead of the code- required 25-foot-minimum; and 2) the maximum building height of

25.8 feet instead of the code-required maximum 18 feet.

WHEREAS, on June 7, 2021, the Architectural Advisory Committee (AAC) reviewed the project and voted 6- 2 (2 absent: Lockyer and Poehlein) for the project to be continued for further study.

WHEREAS, on July 19, 2021, the Architectural Advisory Committee (AAC) reviewed the project and voted unanimously for the project to be continued for further study.

WHEREAS, on August 30 , 2021, the Architectural Review C ommittee (ARC) reviewed the project and voted 6-0 (1 Absent, Doczi, 1 Abstain, Jakway) to recommend approval to the Planning Commission subject to the conditions of approval. The conditions of approval are:

1. Inco rporate staff comments (side setback and landscape).

2. Add landscape materials in f ront and rear of the residenc e and design in natural condition.

3. Reduce the height of the garage parapet.

Item 1J - 8
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4. Work with staff to lower the overall building height.

WHEREAS, on December 8, 2021, the Planning Commission reviewed and voted unanimously to conti nue the project to a date certain of January 12, 2022 with a condition that the applicant install story poles and provide additional renderings.

WHEREAS, on January 12, 2022, the Planning Commission reviewed and voted unanimously to continue the project t o a date certain of Januar y 26, 2022 with a condition that the applicant provide the following:

1. Certification of story pole accuracy (including the heights and locations) from the installing engineer/surveyor.

2. Story pole installation with ribbon/string b etween the story poles to clear ly show the proposed massing.

3. Revised renderings to accurately depict propose d st ructures, including the following specific changes:
a. Pier designs where proposed
b. A reduction in the overall building height

4. Provide lands cape pl an t hat includes proposed revisions recommended by the ARC.

WHEREAS, on January 26, 2022, the Planning Commission voted 6-0 (1 Absent:

Hirschbein) to continue the project to a date certain of February 9, 2022.

WHEREAS, on February 9, 2022, the Planning Commission voted unanimously to continue the project to a date certain of February 23, 2022.

WHEREAS, on February 23, 2022, the public meeting on the applications, Case

3.4216 MAJ and Case 7.163 3 AMM, was held by the Planning Commission in accordance with ap plicable l aw, and the Planning Comm ission voted 4 -1 (N oes:

Roberts, 2 absent: Ervin & Moruzzi) to deny the applications based on the findings that the proposed project is neither consistent with the intent of the General Plan Community Design Element nor compatible with the surrounding development and the development pattern of the neighborhood.

WHEREAS, on March 3, 2022, Eric Krut of Carmelita Properties Limited timely filed an appeal to t he City Council of the February 23, 2022 Planning Commi ssion’s decision to deny Case 3.4216 MAJ and Case 7.1633 AMM in ac cordance with applicable law.

WHEREAS, on April 7, 2022, an appeal hearing on Case 3.421 6 MAJ and Case

7.1633 AMM was held by the City Council in acco rdance with applicable law. The City Council voted 3-1 (Noes: Middleton) to overturn the Planning Commission’s decision to deny Case 3.4216 MAJ and Case 7.1633 AMM and approve the project with a direction for staff to substantiate the determination that proposed project is categorically e xempt from fu rther CEQA (California Environmental Quality Act ) re view under CEQA Guidelines Section 15303(a) (Class 3, New Construction or Conversion of Small Item 1J - 9
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Page 3 ends

Structures).

WHEREAS, on July 28, 2022 , the C ity Council revi ewed the supplemental information prepared by T erra Nova Planning & Res earch, Inc. which supports the staff’s determination that the proposed pro ject is categorically e xempt from further CEQA (California Environmental Quality Act ) re view under CEQA Guide lines Section 15303(a) (Class 3, New Co nstruction or Conversion of Small Structures) in accordance with applicable law.

WHEREAS, the proposed project is considered a “ project” pursuant to the California Environmental Quality Act (“CEQA”) and been determined to be categorically exempt pursu ant to S ection 15303(A) of the CEQA Guidelines (Class 3, New Single- Family Residence).

WHEREAS, t he City Council has carefully reviewed and consi dered all of the evidence presented in connection with the meeting on the Project, including bu t not limited to , the staf f report, all environmental data including the environmental assessment prepared for the project and all written and oral testimony presented.

WHEREAS, pursuant to Section 94.04.00 (Architectural Review) of the Palm Springs Zoning Code, the City Council finds that, based upon the following factors, the proposed project will provide a desirable environment for its occupants as well as being compatible with the character of adjacent and surrounding developments:

1. Site layout, orientation, locati on of structures and relationship to one another and to open spaces and topography. Definition of pedestrian and vehicular areas; i.e., sidewalks as distinct from parking lot areas.

The site’s topography slopes down from the southwest corner of the parcel towards the northeast corner. The proposed residence is laid out in an L- shaped orientation, which will be positioned to take advantage of the view to the north.

Vehicular access to the site is provided by the proposed driveway, next to which will be a Corten steel gate for pedestrian entry.

2. Harmonious relationship with existing and proposed adjoining developments and in the context of the immediate neighborhood/community, avoiding both excessive variety and monotonous repetition, but allowing similarity of style, if warranted
In addition to this MAJ application, the Planning Division has received a MAJ application (Case 3.4215 MAJ) for the adjacent parcel to the east, which is owned by the same property owner. The architectural style of the two residences is contemporary and very similar in design; however, the use of similar yet different construction materials and color palette differentiate the two projects visually. The adjacent property to the south is designed with red clay roof tiles with st ucco or plaster, and the abutting property to the west also exhibits Item 1J - 10
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contemporary architectural design in all -white exterior. Although the proposed architectural style is different from the south neighboring property, different architectural styles and building materials are observed in the neighborhood.

Therefore, the proposed design is contextually appropriate.

The building extends above the R -1-C Zone building envelope standard, which includes a building height of 12 feet at the setback and the 18- foot-maximum at the slope of 4:12 ratio as proposed. However, the building height may be increased up to 30 feet with AMM approval given that such modifications will not have detrimental impact on the adjacent properties pursuant to Palm Springs Zoning Code Sections 92.01.03(B)(5) and 94.06.01(A)(10). The applicant submitted an AMM application (Case 7.1633 AMM) to request the building height of 25.8 feet. The project proposes to place mechanical equipment underneath the residence out of the yard setback area. Solar panels will be installed on the garage roof behind the parapet.

4. Building design, materials and colors to be sympathetic with desert surroundings;
The proposed materials such as concrete, anodized aluminum window frames, plaster, and wood are commonly observed construction materials in the City, and the project proposes desert-neutral color palette.

5. Harmony of materials, colors and composition of those elements of a structure, including overhangs, roofs, and substructures which are visible simultaneously;
The proposed color palette consists of desert -neutral colors such as dark brown (Thermory Ignite Spruce and Ash Cladding), light gray (Exposed concrete, Stucco-Merlex Plaster P -2090 Thunder Sky, Clear Anodized Aluminum window frames). The simplistic architectural design will showcase the details and unique character of each construction material, and the materials and colors are complementary to each other.

6. Consistency of composition and treatment;
The project proposes the consistent architectural treatment on all four sides as exemplified by the application of rectilinear form and repeated use of identical construction materials.

Item 1J - 11
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7. Location and type of planting, with regard for desert climate condit ions.

Preservation of specimen and landmark trees upon a site, with proper irrigation to insure maintenance of all plant materials;

The proposed plant palette consists of plant materials that are included in the Lush and Efficient gardening book for the Coachella Valley as required in PSMC Section 8.60.060(b)(a). No turf is proposed for the project. The revised landscape plan depicts additional planting materials throughout the site; however, the proposed Desert Acacia in the front yard appears detached from the rest of the project site. The project is subject to a condition of approval which requires the applicant to address this design issue. As conditioned, the project would meet this finding.

WHEREAS, pursuant to Section 93.13.00 (Hillside Develo pments) of the Palm Springs Zoning Code, the City Council finds that, based upon the following factors, the proposed project will provide a safe, orderly and aesthetically appealing development to the hillside area:

1. Rock and soil exposure;

The project site is currently undeveloped. The site’s condition appears to be very similar to other undeveloped hillside lots in the City; there is no rock or soil exposure that is particularly unique to the site. The existing hillside landscape will be retained around the perimeter of the proposed residence.

2. Size of building pad;

The project proposes the construction of a 3,344- square-foot primary residence, 533-sq. ft. garage, outdoor living space, and a pool deck on a 11,206- squre-foot lot. The Grading & Slope Band Diagram on Sheet T0.01 provides the proposed building pad location relative to the site’s slope. The size of the developed building pad area is approximately 2,847.85 square feet in area, which is equivalent to 25.4% of the total lot size.

3. Design c onsiderations, such as supporting stilts, colors and building arrangement;

Since the August 30, 2021 ARC review, the piers for structural support in the rear have been changed to walls. As shown on Sheet T0.01, the structural walls will be located in the area which is more than 30% in slope. Considering the area, support structures that minimize their impact on the natural hillside topography are highly desired. A condition of approval is proposed to revise the design and improve conformance with this finding.

4. Screening of parking areas;

Item 1J - 12
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The project proposes a two- car parking garage. The garage opening is slightly angled, and it is side (east)-facing.

5. Landscaping plans;

The project proposes the installation of drought -tolerant plant materials in limited areas for accent. The lands cape design incorporates an organic form in the overall design as exemplified by the application of Desert Carpet groundcovers.

The repeated use of Stipa Mexican Grass gives landscape continuity in the different areas of the project site. However, the fr eestanding Desert Acacia appears to be detached from the rest of the landscape design. The proposed project is subject to a condition of approval which requires this landscape issue to be addressed. As conditioned, the proposed project meets this finding.

6. Continuity with surrounding development;

The project proposes a 3,344- square-foot primary residence with the building footprint of approximately 2,324 square feet. The building footprint of the eight (8) existing single-family residences located within the site’s vicinity ranges from 1,950 square feet to 7,749 square feet based on the measurement taken by using the City’s mapping software. The average size is 3,465 square feet. The proposed footprint is less than the average; therefore, the propose d residence is compatible with other residences in the neighborhood. Hence, the project will not disrupt the development pattern of the site’s vicinity.

7. Sensitivity to existing view corridors.

The height of the upper- level of the proposed residence varies from 10.5 feet to

Therefore, the impact of the project on the existing view corridors to be ver y minimum.

WHEREAS, pursuant to Section 94.06.01 (Minor Modifications) of the Palm Springs Zoning Code, the City Council finds:

1. The requested minor modification is consistent with the general plan, applicable specific plan(s) and overall objectives of the zoning ordinance.

The approval of this AMM application is requested for an increase in the maximum allowable building height and a front yard setback reduction for a Item 1J - 13
Resolution No. _____

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hillside single -family residence in accordance with Palm Springs Zoning Code Sections 92.01.03(B)(5) and 94.06.01(A)(10). The project proposes the maximum building height of 25.8 feet, and it is less than the 30- foot-maximim allowed per PSZC Section 94.06.01(A)(10). PSZC Section 94.06.01(A)(10) allows a 10-foot front yard setback via an AMM application. The approval of the AMM application will not alter the nature of the proposed project or the single- family residential land use, and it is consistent with the objectives of the General Plan and zoning ordinance.

2. The neighboring properties will not be adversely affected as a result of the approval or conditional approval of the minor modification.

The height of the upper -level of the proposed residence varies from 10.5 feet to

13.5 feet. The average elevation of the top of street in front of the site is 502 feet, and the elevation measured at the top of the upper level is 511.50 feet. This indicates that the height of the gar age measured from the street will be 9.5 feet, which is lower than the height of a typical single- family residence. The property abuts to a vacant lot in the rear and to the east. The information on Sheets T1.00 and A3.01 indicate that the finished floor of the proposed project is 10.4 feet lower than the adjacent property to the west, and the top of the proposed residence extends above the neighbor’s finished floor by 3.08 feet which is below the neighbor’s eye- level (eye- level is typically measured 5 feet above ground/floor). Additionally, the Prevailing Setback Diagram (Sheet T0.01) shows that front yard setback of the neighboring property to the west is less than 10 feet. Finally, the proposed 10- foot front yard setback applies to the garage only.

Since the garage is not a habitable space, it eliminates concern relating to privacy or noise impact on the adjacent properties. Hence, the approval of the AMM application will not adversely affect the neighboring properties.

3. The approval or conditional approval of the minor modification will not be detrimental to the health, safety, or general welfare of persons residing or working on the site or in the vicinity.

The approval of this AMM application will not affect or alter the single- family residential use of the subject property. The proposed residence will be required to be constructed in accordance with the applicable zoning code regulat ions and the California Building Code for safety compliance. Therefore, it will not adversely affect the individuals who live or work on the site or its vicinity.

4. The approval of the minor modification is justified by environmental features, site conditions, location of existing improvements, or historic development patterns of the property or neighborhood.

The width of the project site is 79.3 feet, and it is substandard to the R -1-C Zone minimum lot width requirem ent of 100 feet. Although the projec t site is standard in terms of its size, the site is narrow and its viable space for development is limited to the front half portion of the lot due to the steep topography in the rear.

Item 1J - 14
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Hence, the approval of this AMM application is justified by the site’ s physical setting.

THE CITY COUNCIL OF THE CITY OF PALM SPRINGS DOES HEREBY RESOLVE AS FOLLOWS:

SECTION 1. T hat the foregoing Recitals are true and correct and are incorporated herein by this reference.

SECTION 2
. That the proposed project is consi dered a “project” pursuant to the terms of the California Environmental Quality Act (“CEQA”), and has been determined to be categorically exempt pursuant to Section 15303(a) of the CEQA Guidelines (Class 3, New Single-F amily Residence) , based on the supplemental CEQA analysis presented to City Council as part of the staff report, dated July 28, 2022.

SECTION 3
. That the City Council hereby overturns the February 23, 2022 Planning Commission decision to deny and hereby approves Major Architectural (MAJ) and Administrative Minor Modification (AMM) applications, Case 3.4216 MAJ and Case

7.1633 AMM subject to the conditions of approval included in Exhibit A , for the construction of a 3, 344-square-foot single-family residence with the front yard setback of 10 f eet and the maximum building height of 25.8 feet on an undeveloped hill side parcel located at 322 West Crestview Drive, Zone R-1-C, Section 27.

ADOPTED THIS 28TH DAY OF JULY, 2022.

JUSTIN CLIFTON

CITY MANAGER

ATTEST:

MONIQUE M. LOMELI, CMC

INTERIM CITY CLERK
Item 1J - 15
Resolution No. _____

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CERTIFICATION

STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.

CITY OF PALM SPRINGS )

I, MONIQUE M. LOMELI, Interim City Clerk of the City of Palm Springs, hereby certify that Resolution No. ____ is a full, true and correct copy, and w as duly adopted at a regular meeting of the City Council of the City of Palm Springs on _______________________, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

IN WITNESS WHEREOF , I have hereunto set my hand and affixed the official seal of the City of Palm Springs, California, this ______ day of ______________, _________.

MONIQUE M. LOMELI, CMC

INTERIM CITY CLERK
Item 1J - 16
RESOLUTION NO. ________

EXHIBIT A

Case 3.4216 MAJ & Case 7.1633 AMM

Carmelita Properties Limited (Hillside Single-Family Residence)

322 West Crestview Drive
(APN: 510-223-003)

July 28, 2022

CONDITIONS OF APPROVAL

Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer, Development Services Director , Building Official, the Chief of Police, the Fire Chief or their designee, depending on which department recommended the condition.

Any agreements, easements or covenants required to be entered into shall be in a form approved by the City Attorney.

ADMINISTRATIVE CONDITIONS

ADM 1. Project Description
. This approval is for the projects described per Case 3.4216 MAJ and Case 7.1633 AMM except as modified by the conditions below.

ADM 2. Reference Documents. The site shall be developed and maintained in accordance with the approved plans, which include site plans, architectural elevatio ns, exterior materials and colors, landscaping, and grading on file in the Planning Division except as modified by the conditions below.

ADM 3. Conform to all Codes and Regulations . The project shall conform to the conditions contained herein, all applicable regulations of the Palm Springs Zoning Ordinance, Municipal Code, and any other City County, State and Federal Codes, ordinances, resolutions and laws that may apply.

ADM 4. Minor Deviations. The Director of Development Services or designee may approve minor deviations to the project description and approved plans in accordance with the provisions of the Palm Springs Zoning Code.

ADM 5. Indemnification. The owner shall defend, indemnify, and hold harmless the City of Palm Springs, its agents, officers, and employees f rom any claim, action, or proceeding against the City of Palm Springs or its agents, officers or employees to Item 1J - 17
attach, set aside, void or annul, an approval of the City of Palm Springs, its legislative body, advisory agencies, or administrative officers concerning Case 3.4216 MAJ and Case 7.1633 AMM. The City of Palm Springs will promptly notify the applicant of any such claim, action, or proceeding against the City of Palm Springs and the applicant will either undertake defense of the matter and pay the City's associated legal costs or will advance funds to pay for defense of the matter by the City Attorney. If the City of Palm Springs fails to promptly notify the applicant of any such claim, action or proceeding or fails to cooperate fully in the defense, the applicant shall not, thereafter, be responsible to defend, indemnify, or hold harmless the City of Palm Springs.

Notwithstanding the foregoing, the City retains the right to settle or abandon the matter without the applicant's consent but should it do so, the City shall waive the indemnification herein, except, the City's decision to settle or abandon a matter following an adverse judgment or failure to appeal, shall not cause a waiver of the indemnification rights herein.

ADM 6. Maintenance and Repair
. The property owner(s) and successors and assignees in interest shall maintain and repair the improvements including and without limitation all structures, sidewalks, bikeways, parking areas, landscape, irrigation, lighting, signs, walls, and fences between the curb and property line, including sidewalk or bikeway easement areas that extend onto private property, in a first class condition, free from waste and debris, and in accordance with all applicable law, rules, ordinances and regulations of all federal, state, and local bodies and agencies having jur isdiction at the property owner’s sole expense. This condition shall be included in the recorded covenant agreement for the property if required by the City.

ADM 7. Time Limit on Approval . Approval of the Major Architectural Application (MAJ) shall be valid for a period of two (2) years from the effective date of the approval.

Extensions of time may be granted by the Planning Commission upon demonstration of good cause.

ENVIRONMENTAL ASSESSMENT CONDITIONS

ENV 1. Notice of Exemption
. The project is exempt from the California Environmental Quality Act (CEQA); therefore, an administrative fee of $50 shall be submitted by the applicant in the form of a money order or a cashier’s check payable to the Riverside County Clerk within two (2) business days of the Commission’s final action on the project.

This fee shall be submitted by the City to the County Clerk with the Notice of Exemption. Action on this application shall not be considered final until such fee is paid (projects that are Categorically Exempt from CEQA).

PLANNING DEPARTMENT CONDITIONS

PLN 1. Landscape Design
. Install additional planting materials near the proposed Desert Acacia next to the driveway so that it is better incorporated into the overall landscape design. The revised landscape plan shall be submitted to the Planning Division prior to Building Permit issuance and shall be approved prior to the issuance of the Item 1J - 18
Certificate of Occupancy. Also see PLN 4.

PLN 2. Structural Support. The proposed structural wall shall be subject to review and approval by the ARC.

PLN 3. Water Efficient Landscaping Conformance . The project is subject to the Water Efficient Landscape Ordinance (Chapter 8.60.00) of the Palm Springs Municipal Code and all other water efficient landscape ordinances. The applicant shall submit a n irrigation plan to the Development Services Director for review and approval prior to the issuance of a building permit. Landscape plans shall be wet stamped and approved by the Riverside County Agricultural Commissioner's Office prior to submittal. Prior to submittal to the City, landscape plans shall also be certified by the local water agency that the plans are in conformance with the water agency’s and the State’s Water Efficient Landscape Ordinances. The irrigation plan shall be prepared in accordance with PSMC Section 8.60.070 (Irrigation Design Plan) (
https://library.qcode.us/lib/palm_springs_ca/pub/municipal_code/item/title_8- chapter_8_60?view=all). Also see PLN 4.

PLN 4. Coachella Valley Multiple Species Habitat Conservation Plan (CVMSHCP) . The proposed project shall be in conformance with the CVMSHCP, specifically the Land Use Adjacency Guidelines which include the following:

1. Maintenance of runoff in its current condition.

2. Incorporation of shielded, directed light sources to minimize the effects of landscape lighting.

3. Landscape plant materials cannot incorporate any of the plants listed in Table 4-113 of the CVMSHCP, and should incorporate native species listed in Table 4-112 of the Plan.

BUILDING DEPARTMENT CONDITIONS

The Following Standard Building & Safety Conditions of Approval Are Applicable to This Project:

BLDG 1. Prior to any construction on-site, all appropriate permits must be secured.

BLDG 2. Shall comply with the latest adopted edition of the following codes as applicable:

A. 2019 California Residential Code
B. 2019 California Electrical Code
C. 2019 California Mechanical Code
D. 2019 California Plumbing Code
E. 2019 California Energy Code
F. 2019 California Fire Code
Item 1J - 19
G. 2019 California Green Building Standards Code

ENGINEERING DEPARTMENT CONDITIONS
Before final acceptance of the project, all conditions listed below shall be completed to the satisfaction of the City Engineer.

All Grading Plans, Improvement Plans, Required Studies and Documents listed below, must be submitted to Engineering Services Department for review and approval.

STREETS

ENG 1. The Engineering Services Department recommends deferral of off -site improvement items (identified as “ Deferred”) at this time due to lack of full improvements in the immediate area. The owner shall execute a street improvement covenant agreeing to construct all required street improvements upon the request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner(s) prior to approval of the Grading Plan or issuance of grading or building permits. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant prior to issuance of any grading or building permits.

ENG 2. Any improvements within the public right -of-way require a City of Palm Springs Encroachment Permit. All improvements are subject to inspection and a 24 to 48 hour inspection notification is required.

ENG 3. Submit street improvement plans prepared by a registered California civil engineer to the Engineering Services Department. The plan(s) shall be approved by the City Engineer prior to issuance of any building permits. “Deferred”

ENG 4. Provide proposed finish floor elevations of all proposed structures, existing structures on site, and all adjacent off -site structures. This information required prior to site plan approval.

CRESTVIEW DRIVE

ENG 5. Dedicate an additional 10 feet to provide the ultimate half street right-of-way width of 25 feet along the entire frontage. A current title report; or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A right -of-way plan check fee shall be paid by the applicant in effect at the time that the dedication is submitted.

Item 1J - 20
ENG 6. Construct a 6 inch curb and gutter, 18 feet north of centerline along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 200 and 206. “Deferred”
ENG 7. Construct a 6 inch concrete driveway, unless otherwise approved by the City Engineer, from the property line to clean sawcut edge of pavement.

ENG 8. Construct a driveway approach in accordance with City of Palm Springs Standard Drawing No. 201. “Deferred”
ENG 9. Construct a 5 feet wide sidewalk behind the curb along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 210. “Deferred”
ENG 10. Construct pavement with a minimum pavement section of 3 inches asphalt concrete pavement over 4 inches crushed miscellaneous base with a minimum subgrade of 24 inches at 95% relative compaction, or equal, from edge of proposed gutter to clean sawcut edge of pavement along the entire frontage in accordance with City of Palm Springs Standard Drawing No. 110. (Additional pavement removal and replacement may be required upon review of existing pavement cross-sections, and to ensure grade breaks of the pavement cross -section do not occur within a travel lane.) If an alternative pavement section is proposed, the proposed pavement section shall be designed by a California registered Geotechnical Engineer using "R" values from the project site and submitted to the City Engineer for approval. “Deferred”
ENG 11. Remove and replace existing asphalt concrete pavement where required, in accordance with applicable City standards.

ENG 12. Construct 2 inch asphalt concrete pavement over compacted native subgrade or install appropriate landscaping and ground cover to provide adequate dust control measures, meeting the approval of the Director of Planning Services and City Engineer, from edge of pavement to property line along the entire frontage, excluding approved driveway locations.

ENG 13. All broken or off grade street improvements along the project frontage shall be repaired or replaced.

SANITARY SEWER
ENG 14. All sanitary facilities shall be connected to the public sewer system. New laterals shall not be connected at manholes.

GRADING
Item 1J - 21
EN
G 15. Submit a Precise Grading Plan prepared by a California registered Civil engineer to the Engineering Services Department for review and approval.

The Precise Grading Plan shall be approved by the City Engineer prior to issuance of grading permit.
a. A Fugitive Dust Control Plan shall be prepared by the applicant and/or its grading contractor and submitted to the Engineering Services Department for review and approval. The applicant and/or its grading contractor shall be required to comply with Chapter 8.50 of the City of Palm Springs Municipal Code, and shall be required to utilize one or more “Coachella Valley Best Available Control Measures” as identified in the Coachella Valley Fugitive Dust Control Handbook for each fugitive dust source such that the applicable performance standards are met. The applicant’s or its contractor’s Fugitive Dust Control Plan shall be prepared by staff that has completed the South Coast Air Quality Management District (AQMD) Coachella Valley Fugitive Dust Control Class. The applicant and/or its grading contractor shall provide the Engineering Services Department with current and valid Certificate(s) of Completion from AQMD for staff that have completed the required training. For information on attending a Fugitive Dust Control Class and information on the Coachella Valley Fugitive Dust Control Handbook and related “PM10” Dust Control issues, please contact AQMD at (909) 396- 3752, or at http://www.AQMD.gov . A
Fugitive Dust Control Plan, in conformance with the Coachella Valley Fugitive Dust Control Handbook, shall be submitted to and approved by the Engineering Services Department prior to approval of the Grading plan. b. The f
irst submittal of the Grading Plan shall include the following information: a copy of final approved conformed copy of Conditions of Approval; a copy of a final approved conformed copy of the Site Plan; a copy of current Title Report; a copy of Soils Report; and a copy of the associated Hydrology Study/Report.

EN
G 16. Prior to approval of a Grading Plan (or issuance of a Grading Permit), the applicant shall obtain written approval to proceed with construction from the Agua Caliente Band of Cahuilla Indians, Tribal Historic Preservation Officer or Tribal Archaeologist ( a copy of the written approval must be provided to the City) . The applicant shall contact the Tribal Historic Preservation Officer or the Tribal Archaeologist at [email protected] to determine
their requirements, if any, associated with grading or other construction. The applicant is advised to contact the Tribal Historic Preservation Officer or Tribal Archaeologist as early as possible. If required, it is the responsibility of the applicant to coordinate scheduling of Tribal monitors during grading or other construction, and to arrange payment of any required fees associated with Tribal monitoring.

Item 1J - 22
EN
G 17. In accordance with an approved PM-10 Dust Control Plan, temporary dust control perimeter fencing shall be installed. Fencing shall have screening that is tan in color; green screening will not be allowed. Temporary dust control perimeter fencing shall be installed after issuance of Grading Permit, and immediately prior to commencement of grading operations.

ENG 18. Temporary dust control perimeter fence screening shall be appropriately maintained, as required by the City Engineer. Cuts (vents) made into the perimeter fence screening shall not be allowed. Perimeter fencing shall be adequately anchored into the ground to resist wind loading.

EN
G 19. Within 10 days of ceasing all construction activity and when construction activities are not scheduled to occur for at least 30 days, the disturbed areas on-site shall be permanently stabilized, in accordance with Palm Springs Municipal Code Section 8.50.022. Following stabilization of all disturbed areas, perimeter fencing shall be removed, as required by the City Engineer.

ENG 20. Drainage swales shall be provided adjacent to all curbs and sidewalks to keep nuisance water from entering the public streets, roadways, or gutters.

ENG 21. In accordance with City of Palm Springs Municipal Code, Section 8.50.022 (h), the applicant shall post with the City a cash bond of two thousand dollars ($2,000.00) per disturbed acre at the time of issuance of grading permit for mitigation measures for erosion/blowsand relating to this property and development.

ENG 22. A Geotechnical/Soils Report prepared by a California registered Geotechnical Engineer shall be required for and incorporated as an integral part of the grading plan for the proposed development. A copy of the Geotechnical/Soils Report shall be submitted to the Engineering Services Department with the first submittal of a grading plan.

ENG 23. The applicant shall provide Grading Certification for all buildi ng (or structure) pads in conformance with the approved grading plan to the Engineering Services Department for review and approval.

ENG 24. In cooperation with the California Agricultural Commissioner and the California Department of Food and Agriculture Red Imported Fire Ant Project, applicants for grading permits involving a grading plan and involving the export of soil will be required to present a clearance document from a Department of Food and Agriculture representative in the form of an approved “Notification of Intent To Move Soil From or Within Quarantined Areas of Orange, Riverside, and Los Angeles Counties” (Revised - RIFA Form CA-1) prior to approval of the Grading Plan (if required). The California Department of Food and Agriculture office is located at 6819 East Gage Item 1J - 23
Avenue,
Commerce, Ca 90040 (Phone(760)782- 3271,(562)505-
6415),[email protected].

DRAINAGE
ENG 25. All stormwater runoff passing through the site shall be accepted and conveyed across the property in a manner acceptable to the City Engineer.

For all stormwater runoff falling on the site, on- site retention or other facilities approved by the City Engineer shall be required to contain the increased stormwater runoff generated by the development of the property.

Provide a hydrology study to determine the volume of increased stormwater runoff due to development of the site, and to determine required stormwater runoff mitigation measures for the proposed development. Final retention basin sizing and other stormwater runoff mitigation measures shall be determined upon review and approval of the hydrology study by the City Engineer and may require redesign or changes to site configuration or layout consistent with the findings of the final hydrology study. No more than 40-50% of the street frontage parkway/setback areas should be designed as retention basins. On- site open space, in conjunction with dry wells and other subsurface solutions should be considered as alternatives to using landscaped parkways for on-site retention.

ENG 26. The project is subject to flood control and drainage implementation fees.

The acreage drainage fee at the present time is $ 8138.43 per ac re in accordance with Resolution No. 15189. Fees shall be paid prior to issuance of a building permit.

GENERAL
ENG 27. A
ny utility trenches or other excavations within existing asphalt concrete pavement of off-site streets required by the proposed development shall be backfilled and repaired in accordance with City of Palm Springs Standard Drawing No. 115.

ENG 28. All proposed utility lines shall be installed underground.

ENG 29. The record property owner shall enter into a covenant agreeing to underground all of the existing overhead utilities required by the Municipal Code in the future upon request of the City of Palm Springs City Engineer at such time as deemed necessary. The covenant shall be executed and notarized by the property owner and submitted to the City Engineer prior to issuance of a grading permit. A current title report or a copy of a current tax bill and a copy of a vesting grant deed shall be provided to verify current property ownership. A covenant preparation fee in effect at the time that the covenant is submitted shall be paid by the applicant prior to issuance of any grading or building permits.

Item 1J - 24

ENG 30. All existing utilities shall be shown on the improvement plans if required for the project. The existing and proposed service laterals shall be shown from the main line to the property line.

ENG 31. Upon approval of any improvement plan (if required) by the City Engineer, the improvement plan shall be provided to the City in digital format, consisting of a DWG (AutoCAD 2015 drawing file), DXF (AutoCAD ASCII drawing exchange file), and PDF (Adobe Acrobat 6.0 or greater) formats.

Variation of the type and format of the digital data to be submitted to the City may be authorized, upon prior approval by the City Engineer.

ENG 32. The original improvement plans prepared for the proposed development and approved by the City Engineer (if required) shall be documented with record drawing “as -built” information and returned to the Engineering Services Department prior to issuance of a final certificate of occupancy.

Any modifications or changes to approved improvement plans shall be submitted to the City Engineer for approval prior to construction.

ENG 33. Nothing shall be constructed or planted in the corner cut-off area of any driveway which does or will exceed the height required to maintain an appropriate sight distance per City of Palm Springs Zoning Code Section

93.02.00, D.

ENG 34. All proposed trees within the public right-of-way and within 10 feet of the public sidewalk and/or curb shall have City approved deep root barriers installed in accordance with City of Palm Springs Standard Drawing No. 904.

ENG 35. This property is subject to the Coachella Valley Multiple Species Habitat Conservation Plan Local Development Mitigation Fee (CVMS HCP- LDMF). The LDMF shall be paid prior to issuance of Building Permit.

TRAFFIC

ENG 36. Construction signing, lighting and barricading shall be provided during all phases of construction as required by City Standards or as directed by the City Engineer. As a minimum, all construction signing, lighting and barricading shall be in accordance with Part 6 “Temporary Traffic Control” of the California Manual on Uniform Traffic Control Devices (CAMUTCD), dated November 7, 2014, or subsequent editions in force at the time of construction.

ENG 37. This property is subject to the Transportation Uniform Mitigation Fee which shall be paid prior to issuance of building permit.

Item 1J - 25

FIRE DEPARTMENT CONDITIONS

FID 1. These Fire Department conditions may not provide all requirements.

Owner/developer is responsible for all applicable state and locally adopted fire codes. Detailed plans are still required for review. Conditions are subject to final plan check and review.

FID 2. Fire Department Conditions were based on the 2019 California Fire Code as adopted by City of Palm Springs, Palm Springs Municipal Code, PSFD Appendix “T” Development Requirements. This building will require fire sprinklers.

FID 3. C onditions of Approval – “Conditions of Approval” received from the Palm Springs Planning Department must be submitted with each plan set.

Failure to submit will result in a delay of plan approval.

FID 4. Plans and Permits (CFC 105.1):

Permits and scaled drawings are required for this project. Plan reviews can take up to 20 working days. Submit a minimum of three (3) sets of drawings for review. Upon approval, the Fire Prevention Bureau will retain one set.

Plans shall be submitted to:

City of Palm Springs
Building and Safety Department
3200 E. Tahquitz Canyon Way
Palm Springs, CA 92262

Counter Hours: 8:00 AM – 6:00 PM, Monday – Thursday

A deposit for Plan Check and Inspection Fees is required at the time of Plan Submittal. These fees are established by Resolution of the Palm Springs City Council.

Complete listings and manufacturer’s technical data sheets for all system materials shall be included with plan submittals. All system materials shall be UL listed or FM approved for fire protection service and approved by the Fire Prevention Bureau prior to installation.

Plans shall include all necessary engineering features, including all hydraulic reference nodes, pipe lengths and pipe diameters as required by the appropriate codes and standards. Plans and supporting data, (calculations and manufacturers technical data sheets) including fire flow data, shall be submitted with each plan submittal. Complete and accurate legends for all symbols and abbreviations shall be provided on the plans.

Item 1J - 26

FID 5. Access During Construction (CFC 503): Access for firefighting equipment shall be provided to the immediate job site at the start of construction and maintained until all construction is complete. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet and an unobstructed vertical clearance of not less than 13'-6". Fire Department access roads shall have an all-weather driving surface and support a minimum weight of 73,000 lbs.

FID 6. Required access (CFC 504.1): Exterior doors and openings required by this code or the California Building Code shall be maintained readily accessible for emergency access by the fire department. An approved access walkway leading from fire apparatus access roads to exterior openings shall be provided when required by the fire code official.

FID 7. NFPA 13D Fire Sprinklers Required: An automatic fire sprinkler system is required. Only a C-16 licensed fire sprinkler contractor shall perform system design and installation. System to be designed and installed in accordance with NFPA standard 13D, 2016 Editions, as modified by local ordinance.

FID 8. Residential Smoke Alarms Required: Shall be interconnected so that operation of any smoke alarm or fire sprinkler flow switch causes all smoke alarms within the dwelling & guest house to sound and activate the exterior horn/strobe

END OF CONDITIONS
Item 1J - 27

ATTACHMENT C
Item 1J - 28
Item 1J - 29
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1. Name of Entity

PUBLIC INTEGRITY DISCLOSURE

APPLICANT DISCLOSURE FORM

2. Address of Entity (Principle Place of Business)
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3. Local or California Address (if different than #2)

4. State where Entity is Registered with Secretary of State ' ( w/l5fl /JJtj ;o ✓
No

5. Type of Entity
D Corporation -~ Limited Liability Company D Partnership D Trust D Other (please specify)

6. Officers, Directors, Members, Managers, Trustees, Other Fiduciaries (please specify) Note : If any response is not a natural person, please identify all officers, directors, members, managers and other fiduciaries for the member, manager, trust or other entity _J_J}_-,ill_ E_._S:_/-J_ ._M_ o_o_l2£ _______ pef officer 1il Director D Member D Manager [name)
D General Partner D Limited Partner
Other __________ _ _
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- ~---\...---- ----- ---- ~ Officer ;cJ' Director D Member D Manager [name)
(Revised 05/16/19)
D General Partner D Limited Partner
Other _____ _ _ ____ _

CITY OF PALM SPRINGS- PUBLIC INTEGRITY DISCLOSURE

APPLICANT DISCLOSURE FORM

Page 1 of 2 ends

OCT O 5 2021

PLANNING SERVICES
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Item 1J - 30
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JANEDOE
[name of owner/investor]
A.
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[name of owner/investor]

8. C.
[name of owner/investor]
D.

E.
[name of owner/investor]
50%, ABC COMPANY, Inc.
[percentage of beneficial interest in entity
and name of enti
[percentage of beneficial interest in entity
and name of enti
[percentag of beneficial interest in entity
nd name of enti
rcentage of beneficial interest in entity
and name of enti
[percentage of beneficia ·
and name of enti
[percentage of beneficial interest in entity
and name of enti

I DECLARE UNDER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING IS TRUE AND CORRECT.
f Disclosing Party, Printed Name, Title Date
IJ ,£ !fl L c<i/,; d O c-;J /

PENALTIES
Falsification of information or failure to report information required to be reported may subject you to administrative action by the City.
(Revised 05/16/19)

CITY OF PALM SPRINGS - PUBLIC INTEGRITY DISCLOSURE

APPLICANT DISCLOSURE FORM

Page 1 ends

RECEIVED
OCT O 5 2021

PLANNING SERVICES
ni::ol'IPTM~NT

ATTACHMENT D
Item 1J - 31
TERRA NOVA PLANNING & RESEARCH, INC.®

42635 MELANIE PLACE, SUITE 101, PALM DESERT, CA 92211 (760) 341-4800

MEMORANDUM
TO: Noriko Kikuchi, AICP
Associate Planner
City of Palm Springs

FROM: Nicole Sauviat Criste
Principal

DATE: July 12, 2022

RE: CEQA Categorical Exemption for Major Architectural Review 3.4215 and 3.4216 and Administrative Minor Modification 7.1632 and

7.1633, Crestview Drive

Terra Nova Planning & Research has completed its review of the two proposed single family residential units proposed at 310 and 322 West Crestview Drive. The City has preliminarily determined that the two projects are exempt from the California Environmental Quality Act (CEQA) as allowed by CEQA Guidelines Section 15303 (a). The purpose of this technical memorandum is to determine whether the exemption is appropriate in this case.

As CEQA requires that the City consider the totality of an action when considering the environmental impacts of a project, the analysis below has been undertaken for both projects together.

Project Location
The Project sites are located at 310 and 322 West Crestview Drive, in the Mesa neighborhood. The sites are west of South Palm Canyon Drive, in a hillside neighborhood that has been mostly developed. The Project is proposed on two currently vacant existing legal lots.

Project Description
The Project consists of the construction of two custom single family homes, one on each lot, as follows:

Item 1J - 32
Memorandum
Crestview Residential Exemption

Page 2 of 9 ends

• 310 West Crestview: 3,278 square foot house on a 15,173 square foot lot.

The house will be single -story, and extend to 23. 6 feet in height. A Major Architectural Review is required because the Project occurs in a hillside area. An Administrative Minor Modi fication is requested to reduce front yard setbacks to 10 feet ( rather than the 25 feet required), and to increase building height to 23.3 feet (rather than the 12 -18 feet/30 feet with AMM allowed).
• 322 West Crestview: 3,344 square foot house on a n 11,206 square foot lot.

The house will be two -story, and extend to 25.8 feet in height. A Major Architectural Review is required because the Project occurs in a hillside area. An Administrative Minor Modification is requested to reduce front yard setbacks to 10 f eet (rather than the 25 feet required), and to increase building height to 25.8 feet (rather than the 12 -18 feet/30 feet with AMM allowed).

The current General Plan designation is Estate Residential , and the current zoning designation is Single Family Residential (R-1-C).

CEQA Class 3 Categorical Exemption
The California Environmental Quality Act (CEQA) requires the City to evaluate the potential environmental effects of proposed development projects and other major land use actions. CEQA Guidelines section 15300 describes Categorical Exemptions, which are projects that have been determined not to have a significant effect on the environment and which are, therefore, exempt from the pr ovisions of CEQA and its requirement for the preparation of environmental documents.

Among the various Categorical Exemptions are Class 3 projects consisting of new construction or conversion of small structures. CEQA Guidelines section 15303 describes Class 3 categorial exemptions as follows:

“15303. New Construction or Conversion of Small Structures Class 3 consists of construction and location of limited numbers of new, small facilities or structures; installation of small new equipment and facilities in small structures ; and the conversion of existing small structures from one use to another where only minor mo difications are made in the exterior of the structure. The numbers of structures Item 1J - 33
Memorandum
Crestview Residential Exemption

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described in this section are the maximum allowable on any legal parcel.”

Sections 15303(a) through (f) provide examples of structures that qualify as Class 3 projects . The examples include, but are not limited to (a) one single -family residence or a second dwelling unit in a residential zone ; (b) a duplex or similar multi-family residential structure totaling no more than four dwelling units; (c) a store, motel, office, restaurant or similar structure not involving the use of significant amounts of hazardous substances and not exceeding 2,500 square feet in floor area. In urbanized areas, a greater number of such units can qualify as exempt. In this case, the City has concluded that the Project qualifies u nder subsection (a), and has proposed an exemption for each lot/house being proposed.

The proposed Project is consistent with the definition and examples of a Class 3 exemption.

The Project would result in the construction of two new single family homes on two individual lots, similar to the example described in CEQA Guidelines Section 15303(a). The Project further does not proposed more than 3 homes, the limitation placed on single family home in 15303(a), but only two. Statements to the contrary made by the public in this case are not supported by substantial evidence. The City does not currently, nor has it had in the past, applic ations for any other single family homes on the surrounding lots. The City is not required under CEQA to consider speculation and conjecture. The only project before the City is the development of two single family homes on two legal lots. The City has applied the requirements of the exemption correctly.

Section 15303 also reads, in part: “…(t)he numbers of structures described in this section are the maximum allowable on any legal parcel. ” The Project would result in one single family home on one legal p arcel in a single family zone in both cases. Therefore, from that perspective, the Project qualifies for the exemption.

CEQA Exceptions to Categorical Exemptions
Item 1J - 34
Memorandum
Crestview Residential Exemption

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CEQA Guidelines section 15300.2 establishes six (6) exceptions to categorical exemptions, listed below. Following each ex ception is an analysis of how it applies or does not apply to the proposed Project.

(a) Location. Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located – a project that is o rdinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply all instances, except where the project may impact on an environmental resource of hazardo us or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state or local agencies.

Applicability to the Proposed Project: The subject property is not located in a sensitive environmental area of hazardous or critical concern.

a. The Project is not located in a Conservation Area, as defined by the Coachella Valley Multiple Species Conservation Plan (CVMSHCP). The site is outside the San Jacinto/Santa Rosa Mountains Conservation Area, and outside the critical habitat boundary for the Peninsular Bighorn Sheep. The boundaries of both the Conservation Area and the critical habitat area are clearly mapped and officially adopted. The Project will be required to pay the CVMSHCP implementation fee for no n- conservation areas, as a standard requirement imposed by the City. The site is not on Reservation land, and is therefore not subject to the requirements of the ACBCI Tribal Multiple Species Habitat Conservation Plan.

Public comment has been made regard ing the presence of bighorn sheep in the area surrounding the Project site. The presence of bighorn in existing neighborhoods has been
experienced by multiple cities in the Valley. They are
attracted not by the native environment of the Project site, but b y the non -native landscaping and water sources
Item 1J - 35
Memorandum
Crestview Residential Exemption

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created by human development. Therefore, the Project has not create d an impact on bighorn sheep, but existing
conditions may have and may in the future. As the Court ruled in Ballona Wetlands Land Trust v. Los Angeles County , CEQA is required to analyze the impacts of a project on the environment, not the impacts of the en vironment on the project.

In addition, the City implements, as a signatory to the CVMSHCP, the requirements of the Plan on all projects. In most cases, this involves the payment of fees. In this case, the Project will be required, as a standard practice, to implement the Land Use Adjacency Guidelines c ontained in Chapter 4.5 of the CVMSHCP. Specifically, the Guidelines require:
i) Maintenance of runoff in its current condition (see
subsection (c) below).
ii) Incorporation of shielded, directed light sources to minimize the effects of landscape lighting.
iii) Landscape plant materials cannot incorporate any of the plants listed in Table 4 -113 of the Plan, and should incorporate native species listed in Table 4 -112 of the Plan.

These are standard requirements that would be imposed on any project in the vicinity of a Conservation Area in the City , including the proposed Project. Therefore, the Project will not impact bighorn sheep, and the application of the exemption is appropriate.
b. The site is not located in or near an earthquake hazard zone, which are clearly mapped and adopted, and the nearest
fault to the Project site is more than 5 miles away. Although the buildings will be subject to groundshaking, as will all buildings in the City, the imposition of the requirements of the Building Code will apply, as they do for all buildings in the City, and no hazard will occur.

Item 1J - 36
Memorandum
Crestview Residential Exemption

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c. The proposed homes are not located in a flood zone, as mapped by FEMA and as shown on Project plans. The
construction of the homes will be regulated by conditions of approval which implement the City’s standard requirements:
the retention of on -site flows on site, and the allowance that storm flows currently flowing through the property must exit the property at the same velocity and volume as current conditions. Furthermore, as evidenced in the record, the City Engineer has received and is reviewing a site -specific hydrology analysis, which will conform to these standards and which must demonstrate that it will not cause on -site or off - site drainage impacts. This condition is also supported by the CVMSHCP Land Use Adjacency Guidelines, to which the
Project will be subject. This condition is applied to all projects in the City and does not create a critical concern.
d. The Project site is not located on property that has been identified as containing hazardous materials, as inventoried by the State of California. There is not potential for hazardous materials to occur on the site , nor will the construction of 2 single family homes result in the presence of hazardous materials on the site.
e. The Project is not located in an area subject to excessive noise, nor will it create a noise source that will significantly increase noise on and around the Project site. N o impact would be expected to sensitive receptors on or around the Project site. The noise created during construction of the Project would be subject to the provisions of the City’s Noise Ordinance, as would any construction in the City, and no hazard will result.
(b) Cumulative Impact. All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant.

Item 1J - 37
Memorandum
Crestview Residential Exemption

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Applicability to the Proposed Project: The Project will result in the addition of 2 homes in an area that is almost completely developed. The neighborhood was designed and subdivided to include the 2 lots currently proposed for development. There are 3 additional lots located in the immediate vicinity of t he Project site which could also, in the future, be developed into single family homes. These additional homes would be considered as they were proposed, and will not exceed the capacity of the neighborhood as currently designed. All future projects in thi s area will be subject to the same standard conditions and requirements as the proposed Project, which are designed to address not only site-specific but area-wide impacts. There is no evidence in the record that the addition of 3 more homes would have a significant cumulative impact on the environment. (c) Significant Effect. A categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances.

Applicability to the Proposed Project: As described above, the proposed Project will be subject to all of the same standards and requirements as any project in the City, including the protection of biological resources, the prevention of flood ing hazards, and the creation of noise. There is no evidence in the record that the implementation of the proposed Project would result in
significant impacts, nor would significant impacts be expected from the construction of two homes in an existing, bui lt out neighborhood. This exception to categorical exemptions does not apply to the Project.
(d) Scenic Highways. A categorical exemption shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This does not apply to Item 1J - 38
Memorandum
Crestview Residential Exemption

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improvements which are required as mitigation by an adopted negative declaration of certified EIR.

Applicability to the Proposed Project: The subject property is located in the southwest portion of the City. There are no designated scenic highways in the vicinity of the proposed Project. Therefore, t his exception to categorical exemptions does not apply to the Project.

(e) Hazardous Waste Sites. A categorical exemption shall not be used for a project located on a site which is included on any list compiled pursuant to Section 65962.5 of the Government Code.

Applicability to the Proposed Project: The subject property is not identified as an environmental cleanup site, hazardous waste or substances site (Cortese), or site containing a Leaking Underground Storage Tank (LUST) , and none are located in the Project vicinity. 1 The Project will have no impact on such a site.

Therefore, this exception to categorical exemptions does not apply to the Project.

(f) Historical Resources. A categorical exemption shall not be use d for a project which may cause a substantial adverse change in the significance of a historical resource.

Applicability to the Proposed Project: The subject p roperty is currently vacant and is surrounded by existing single family homes built over decades. It does not contain any resources listed on the National Register of Historic Places or California Register of Historical Resources , and the City has not identified any historic resources within its boundaries .2 The Project would have no impact on a historical resource. Therefore, this

1 Envirostor Database, Californi a Department of Toxic Substances Control ; Geotracker Database, California State Water Resources Control Board.
2 National Register of Historic Places database, National Park Service ; California Office of Historic Preservation website (https://ohp.parks.ca.gov/ListedResources), accessed April 2021 ; Indian Wells General Plan Conservation and Open Space Element.

Item 1J - 39
Memorandum
Crestview Residential Exemption

Page 9 of 9 ends

exception to categorical exemptions does not apply to the Project.

Conclusions
As described in the above analysis, the proposed Project is consistent with the terms of a Class 3 ex emption under CEQA Guidelines section 15303 . The exceptions to categorical exemptions detailed in CEQA Guideline section 15300.2 do not apply to the Project. Therefore, the Project is exempt from CEQA under the Class 3 exemption.

Item 1J - 40

ATTACHMENT E
Item 1J - 41
Item 1J - 42

RESOLUTION
NO.
6902
A

RESOLUTION
OF
THE

PLANNING

COMMISSION
OF
THE
CITY
OF
PALM

SPRINGS,

CALIFORNIA,

DENYING
CASE
NO.

3.4216
MAJ
AND
CASE
NO.

7.1633
AMM
FOR
MAJOR

ARCHITECTURAL
(MAJ)
AND

ADMINISTRATIVE
MINOR

MODIFICATION
(AMM)

APPLICATIONS
TO

CONSTRUCT
A
3,344-SQUARE-FOOT

SINGLE-FAMILY

RESIDENCE
WITH
THE

MAXIMUM

BUILDING
HEIGHT
OF

25.8 FEET
ON
A
11,206-SQUARE-FOOT

HILLSIDE
PARCEL

LOCATED
AT
322
WEST

CRESTVIEW
DRIVE
(APN:
513-361-0,.
3),
ZONE
R-1-C,

SECTION

27. THE

PLANNING

COMMISSION
FINDS
AND

DETERMINES
AS
FOLLOWS:

Eric
Hawkins
of
Hawkins
+
Marshall
("Applicant")
filed
a
Major
Architectural
(MAJ)
application,
Case

3.4216
MAJ,
with
the
Planning
Division
of
the
City
of
Palm
Springs
Development
Services
Department
on
behalf
of
Carmelita
Properties
Limited,
property
owner,
pursuant
to
Section

94.04.00 (Architectural
Review)
of
the
Zoning
Ordinance
for
the
construction
of
a
new
single-family
residence
on
a
11,206-
square-foot
undeveloped
hillside
parcel
located
at
310
West
Crestview
Drive,
Zone
R-1-C,
Section

27. 8.

Eric
Hawkins
of
Hawkins
+
Marshall
("Applicant")
filed
an
Administrative
Minor
Modification
(AMM)
application,
Case

7.1633
AMM,
with
the
Planning
Division
of
the
City
of
Palm
Springs
Development
Services
Department
on
behalf
of
Carmelita
Properties
Limited,
property
owner,
pursuant
to
Palm
Springs
Zoning
Code Section

94.06.01(A)(10).

The
AMM
application
was
filed
for:
1)
a
10-foot
front
yard
setback
instead
of
the
code-required
25-foot
minimum,
and
2)
the
maximum
building
height
of

25.8 feet
instead
of
the
code-required
maximum
18 feet.

On
June
7,
2021,
the
Architectural
Advisory
Committee
(AAC)
reviewed
the
project
and
voted
unanimously
for
the
project
to
be
continued
for
further
study.

On
July
19,
2021,
the
Architectural
Review
Committee
(ARC)
reviewed
the
project
and
voted
unanimously
for
the
project
to
be
continued
for
further
study.

On
August
30,
2021,
the
Architectural
Review
Committee
(ARC)
reviewed
the
project
and
voted
6-0
(1
absent,
Doczi,
1 Abstain,
Jakway)
to
recommend
approval
to
the
Planning
Commission
subject
to
the
conditions
of
approval.

The
recommended
conditions
are:
1)
Incorporate
staff
comments
regarding
the
side
yard
setback
and
landscape;
2)
Add
landscape
materials
in
the
front
and
rear
of
the
residence
and
design
in
natural
condition;
3)
Reduce
the
height
of
the
garage
parapet;
and
4)
Work
with
staff
to
lower
the
overall
height
of
building.

Item 1J - 43
Planning Commission Resolution No. 6902
Case 3.4216 MAJ & Case 7.1633 AMM
February 23, 2022

Page 2 of 5 ends

F. On December 8, 2021, the Planning Commission reviewed the project and voted unanimously to continue the project to a data certain with a condition that the applicant install story poles and provide additional renderings.

G. On January 12, 2022, the Planning Commission reviewed and voted unanimously to continue the project to a date certain with a condition that the applicant provide the following:

1. Certification of story pole accuracy (including their heights and locations) from the installing engineer/surveyor.

2. Story pole installation with ribbon/string between the story poles to clearly show the proposed massing.

3. Revised renderings to accurately depict proposed structures, including the following specific changes:
a. Pier designs where proposed
b. Reduction of one (1 )-foot-height as outlines in the conditions

4. Provide landscape plan that includes proposed redivisions recommended by the ARC.

H. On February 23, 2022, a public meeting on the applications to consider Case

3.4216 MAJ and Case 7.1633 AMM was held by the Planning Commission in accordance with applicable law.

I. The project site is a hillside parcel located within the R-1-C Zone, and the proposed project was reviewed in accordance with the following guidelines and regulations:
1) Palm Springs Zoning Code Section 94.04.00 (Architectural Review) 2) Palm Springs Zoning Code Section 93.13.00 (Hillside Developments) 3) Palm Springs Zoning Code Section 94.06.01 (Minor Modifications) J. The proposed project is considered a "project" pursuant to the terms of the California Environmental Quality Act ("CEQA"), and has been determined to be categorically exempt pursuant to Section 15303(a) of the CEQA Guidelines (Class 3, New Single-Family Residence).

K. The Planning Commission has carefully reviewed and considered all of the evidence presented in connection with the project, including, but not limited to, the staff report, and all written and oral testimony presented.

L. Pursuant to Section 94.04.00 (Architectural Review) of the Palm Springs Zoning Code, the Planning Commission finds that, based upon the following· factors, the proposed project will provide a desirable environment for its occupants as well as being compatible with the character of adjacent and surrounding developments:

Item 1J - 44
Planning Commission Resolution No. 6902
Case 3.4216 MAJ & Case 7.1633 AMM
February 23, 2022

Page 3 of 5 ends

1. Site layout, orientation, location of structures and relationship to one another and to open spaces and topography. Definition of pedestrian and vehicular areas; i.e., sidewalks as distinct from parking lot areas.

The proposed residence includes a prominent cantilever which projects into the canyon in the rear. The Community Design Element of the Palm Springs 2007 General Plan states, "The City of Palm Springs is visually defined by both its natural and built environments. Traditionally. The City's built environment has respected and complemented the natural environment ... " (Palm Springs 2007 General Plan, Community Design Element, page 9-2). The rear portion of the proposed residence projects into the canyon far more than other existing residences in the neighborhood. Therefore, the proposed project is not consistent with the historic development pattern of the neighborhood and does not meet this finding.

2. Harmonious relationship with existing and proposed adjoining developments and in the context of the immediate neighborhood/community, avoiding both excessive variety and monotonous repetition, but allowing similarity of style, if warranted
The rear portion of the proposed residence extends into the canyon much further than other residences that are located on the rim of the canyon, and the massing of the proposed residence is greater than other existing residences in the immediate neighborhood. Therefore, the proposed residence is not harmonious with its surrounding development, and it does not meet this finding.

3. Maximum height, area, setbacks and overall mass, as well as parts of any structure (buildings, walls, screens, towers or signs) and effective concealment of all mechanical equipment;
The massing of the proposed residence is greater than other residences in the neighborhood. The proposed project does not meet the maximum building height and minimum front yard setback requirements of the zoning code. In order for the project to meet this finding, the project requires the approval of an Administrative Minor Modification (AMM) application for the increased building height and reduced front yard setback. However, as explained in Findings M1 and M2 of this resolution below, the proposed project does not meet the findings that are required for AMM approval. Therefore, the proposed project does not meet this finding.

M. Pursuant to Section 94.06.01 (Minor Modifications) of the Palm Springs Zoning Code, the Planning Commission finds:

1. The requested minor modification is consistent with the general plan, Item 1J - 45
Planning Commission Resolution No. 6902
Case 3.4216 MAJ & Case 7.1633 AMM
February 23, 2022

Page 4 of 5 ends

applicable specific plan(s) and overall objectives of the zoning ordinance.

The approval of this AMM application is requested for an increase in the maximum allowable building height and a front yard setback reduction for a hillside single-family residence in accordance with Palm Springs Zoning Code Sections 92.01 .03(8)(5) and 94.06.01(A)(10). The project proposes the building height of 25.8 feet, and a 10-foot front yard setback. As explained in Finding L 1 above, AMM approval is requested for a project that is not consistent with the Community Design Element of the Palm Springs 2007 General Plan that states, "The City of Palm Springs is visually defined by both its natural and built environments. Traditionally. The City's built environment has respected and complemented the natural environment ... " (Palm Springs 2007 General Plan, Community Design Element, page 9-2). Therefore, the proposed project does not meet this finding.

2. The approval of the minor modification is justified by environmental features, site conditions, location of existing improvements, or historic development patterns of the property or neighborhood.

This AMM approval is requested for a proposed residence with a prominent cantilever, which projects into the canyon in the rear far more than other existing residences on the rim. Additionally, the massing of the proposed residence is far greater than other residences found in the neighborhood. Since the proposed project is not consistent with the historic development pattern of the neighborhood, it does not meet this finding.

THE PLANNING COMMISSION RESOLVES:

Based upon the foregoing, the Planning Commission denies Case No. 3.4216 MAJ and Case No. 7.1633 AMM for the construction of a 3,344-square-foot residence with the maximum building height of 25.8 feet and a 10-foot front yard setback on a 11,206- square-foot undeveloped hillside parcel located at 322 West Crestview Drive (APN:
513-361-003) subject to the conditions of approval attached herein as Exhibit A.

ADOPTED this 23rd day of February, 2022.

AYES: AYLAIAN, HIRSCHBEIN, MILLER, WEREMIUK
NOES: ROBERTS
ABSENT: ERVIN, MORUZZI
ABSTAIN: NONE
ATTEST: CITY OF PALM SPRINGS, CALIFORNIA
Item 1J - 46
Planning Commission Resolution No. 6902
Case 3.4216 MAJ & Case 7.1633 AMM
Assistant Director of Planning
February 23, 2022

Page 5 of 5 ends

ATTACHMENT F
Item 1J - 47
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r----
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LESS THAN 1 O' SETBACK
10' - 15' SETBACK
15' - 25' SETBACK

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Item 1J - 50

BENCHMARK
ELEVATION: 476.262' NGVD 29
DESCRIPTION: CITY OF PALM SPRINGS BM
T-14 2" BRASS DISK STAMPED " C.P.S.

BMT-H RESET 1981fl ON ENE BCR.

LOCATION: THE INT£RSECT10N OF LA

VERNE WAY AND SOUTH PALM CANYON
DR.

BASIS OF BEARINGS

THE BEARINGS SHOWN HEREON ARE

BASED ON THE CENTERLINE OF EL
CAMINO WAY. BEING ~ PER MB
12/52-56.

EXISTING UTILITIES NOTE=

A FIELD SURVEY OF VISIBLE SURFACE
UTILITIES WAS PERFORMED IN .M&....2QZ.Q.. NO

RESEARCH OF UTILITY RECORDS WAS

PERFORMED DURING THE PREPARATION OF

THIS TOPOGRAPHICAL SURVEY OTHER THAN
SEWER UTILITIES. SUBSURFACE UTILITIES MAY
EXIST, BUT ARE NOT DENOTED HEREON.

PRELIMINARY
!DH ~ IA\ IL lE lPtl 1r
""-~ ·~-·~ BEFORE D.._YSBEf"ORC

YOU OIG YOU OIG
TOI.I. FIi[[ l~II00-227~2600
APUIIUCSER\'ICE8Y
UNDERGIIOUIC)5Efl"IClALDIT
NUMBERED AND DESCRIBED PER WFG NATIO~ TITLE COMPANY OF CALIFORNIA, ORDER NO.: 0-105200, DATED JANUARY 23, 2020.

2. WATER RIGHTS, CLAIMS OR TITLE TO WATER, WHETHER OR NOT SHOWN BY THE PUBLIC RECORDS

3. COVENANTS, CONDITIONS, RESTRICTIONS ANO EASEMENTS IN THE DOCUMENT RECORDED ON MARCH 23, 1912, IN BOOK 347, PAGE 127 Of DEEDS.

4. COVENANTS, CONOlllONS, RESTRICTIONS ANO EASEMENTS IN THE DOCUMENT RECORDED ON FEBRUARY 4, 1925, IN BOOK 625, PAGE 562 OF DEEDS. AMONG OTHER THINGS, SAID DOCUMENT PROVIDES FOR AN EASEMENT OVER THE PORTION OF SAID LANO ANO FOR PUBLIC UTILITIES. (LOCATION OF" SAID EASEMENT IS

ILLEGIBLE IN PROVIDED DOCUMENT)

5. AN EASD.lENT FOR EITHER OR BOTH POLE LJN[S, CONDUITS OR UNDERGROUND FACIUT1ES AND RIGHTS /\ INCIDENTAL THERETO, AS SET FORTH IN A DOCUMENT RECORDED ON MARCH 16, 1925, IN BOOK 630, PAGE 484, ~ OF DEEDS.

6. THE EFFECT OF A RECORD OF SURVEY ON FILE IN BOOK 52, PAGE 39 OF RECORDS OF SURVEY, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. SAID MATTER

7. AN EASEMENT FOR EITHER OR BOTH POLE LINES, CONDUITS OR UNDERGROUND FACIUT1ES AND RIGHTS & ~4~~~~1;FL 6rF~~1~lo·Rt~o~6~. FORTH IN A DOCUMENT RECORDED ON FEBRUARY 2, 1989, AS INSTRUMENT NO.

8. THE EFFECT OF LOT LINE AD.J.JSTMENT NO. L-89-11 APPROVED BY THE CITY OF PALM SPRINGS PLANNING DEPARTMENT. NOTICE OF SAID LOT LINE ADJUSTMENT RECORDED FEBRUARY 21, 1990 AS INSTRUMENT NO. 64041 Of OFFICIAL RECORDS OF Rl'vERSIOE COUNTY. CALIFORNIA.

9. THE TER~S. CONDITIONS A.ND PROVISIONS CONTAINED IN THE DOCUMENT ENT1TLED OWNER'S CERT1FICATE FOR LOT LINE ADJUSTMENT/WAIVER OF PARCEL MAP CERT. OF COMPLIANCE IN ACCORDANCE WITH CITY OF PALM SPRINGS COUNTY OF RIVERSIDE, STATE OF CAUFORN1A NO LLA 98-16, RECORDED ON JULY 9, 1999, AS INSTRUMENT NO. 1999-309434, OFFICIAL RECORDS.

10. RIGHTS OR CLAIMS OF PART1ES IN POSSESSION.

11. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION AND EASEMENTS OR CLAIMS OF EASEMENTS NOT SHOWN BY

PLOTTED PER LEGAL DESCRIPTION NOTED ON WFG NATIONAL TITLE COMPANY OF CALIFORNIA, ORDER NO.: 0-105200, DATED JANUARY 23, 2020.

SURVEYOR'S NOTES
MONUMENTATION PENDING REVlEW OF A RECORD OF SURVEY TO BE SUBMITTED TO THE RIVERSIDE SURVEYOR.
e INDICATES FOUNC MONUMENT AS NOTED HEREON
0 INDICATES MONUMENT SET AS NOTED PER A CORNER RECORD
SUBMITTED AND SUBJECT TO RIVERSIDE COUNTY.
~
NORTH
~
20· .,. ,o·
SCALE 1••20'
DATE OF PLAT: 6/J/2020
LEGEND

APN ASSESSOR'S

PARCEL NUMBER

EP EDGE OF PAVEMENT

MH MANHOLE

FF FINISH FLOOR
I.P IRON PIPE

PL BOUNDARY LINE

TP TOP OF PAVEMENT
WALL
tf FIRE HYDRANT
FENCE
~ GAS METER
80"
<!:) GAS VALVE
✓ GUY WIRE
El MAILBOX
-a..> POWER POLE
@ SANITARY SEWER
\4ANHOLE
SIGN

SANITARY SEWER LINE
CO fELEPHONE PEDESTAL
[3] TELEPHONE BOX
[5J N BOX
0 NATER VALVE

FOMOTOR

ENGINEERING

CITY OF PALM SPRINGS, STATE OF CALIFORNIA

TOPOGRAPHICAL EXHIBIT
THE PUBLIC RECORDS, BOUNDARY LINE DISPUTES, OVERLAPS, ENCROACHMENTS, AND ANY MATTERS NOT OF r----------------i APN 513-352-020, 513-352-021, 513-352~022, 513-361-024 & 513-361-003 RECORD, WHICH WOULD BE DISCLOSED BY AN ACCURATE SURVEY, AND INSPECTION OF THE LAND.

12. ANY RIGHTS OF THE PARTIES IN POSSESSION OF SAID LAND, BASED ON AN UNRECORDED LEASE, OR LEASES
225 S. CIVIC DRIVE, SUITE 1-5
PALM SPRINGS, CA. 92262
(760) 323-1842 FAX (760) 323-1742
PROJECT NO.

DATE OF SURVEY: 5/2020 I 20025
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Item 1J - 61

GRADING NOTES

1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD DRAWINGS

OF THE CITY OF PALM SPRINGS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN EFFECTIVE

MEANS OF DUST CONTROL WHICH SHALL INCLUDE PROVISIONS FOR ADEQUATE

WATERING DURING THE GRADING PROCESS AND PROVISIONS FOR CONTINUANCE

OF DUST CONTROL UNTIL THE GRADED SURFACE PRESENTS SUFFICIENT COVER

AGAISNT WIND OR WATER EROSION, SO THAT SPECIAL DUST CONTROL MEASURES ARE NO LONGER NECESSARY.

3. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY CHAPTER 14.16 OF THE CITY OF PALM SPRINGS MUNICIPAL CODE.

4. THE CONTRACTOR SHALL SET AN APPOINTMENT FOR INPECTION WITH THE ENGINEERING INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO THE DATE OF INSPECTION.

5. ALL GRADING SHALL COMPLY WITH THE SECTION 1804 AND APPENDIX J OF THE 2010 CALIFORNIA BUILDING CODE.

6. THE LOCATION OF EXISTING UNDEGORUND UTILITIES ARE TO BE SHOWN IN A SCHEMATIC MANNER ONLY. SUBJECT TO THE PROVISIONS OF SECTION 4215 OF

THE CALIFORNIA GOVERNMENT CODE, THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING THE WORK.

CONTACT UNDERGROUND SERVICE ALERT (U.S.A) AT 1-800-422-4133 TWO WORKING DAYS PRIOR TO ANY EXCAVATION.

7. DIMENSIONING TO CURBS SHALL BE TO FACE OF CURB.

8. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS OFF-SITE DAILY, UNLESS

OTHERWISE SPECIFIED BY THE CITY ENGINEER

9. CONTRACTOR SHALL REMOVE ANY ABANDONED UTILITY FACILITIES AND SHOW LIMITS OF REMOVALS ON THE RECORD DRAWINGS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, REPLACEMENT OR RELOCATION OF ALL REGULATORY, WARNING AND GUIDE SIGNS.

11. A 'RECORD DRAWING' (FORMERLY CALLED "AS-BUILT' DRAWING) OF THIS PLAN

SHALL BE SUBMITTED BY THE PROJECT ENGINEER OF RECORD TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO ACCEPTANCE OF THE WORK.

12. CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE PROVIDED ON

ALL PROJECTS AS REQUIRED BY CITY STANDARDS OR AS DIRECTED BY THE CITY ENGINEER. AS A MINIMUM, ALL CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE IN ACCORDANCE WITH PART 6 "TEMPORARY TRAFFIC CONTROL'OF THE

CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 13, 2012, OR SUBSEQUENT EDITIONS IN FORCE AT THE TIME OF CONSTRUCTION.

13. THE FLOW LINE OF ALL CURB AND GUTTERS AND CROSS GUTTERS SHALL BE WATER TESTED BEFORE ACCEPTANCE OF THE WORK.

14. PARKING STALLS SHALL BE CLEARLY DELINEATED WITH A4 T06 INCH STRIPE 'HAIRPIN" OR ELONGATED 'U' DESIGN OR OTHER APPROVED STRIPING OR STALL DELINEATION.

15. FINAL SITE GRADING AND DRAINAGE FLOW LINES SHALL BE CERTIFIED, IN

WRITING, BY THE ENGINEER OF RECORD TO BE IN CONFORMANCE TO THE APPROVED GRADING PLAN PRIOR TO FINAL INSPECTION.

16. FOR PROJECTS IN EXCESS OF 1 ACRE, A NOTICE OF INTENT TO COMPLY WITH

CALIFORNIA GENERAL CONSTRUCTION STORMWATER PERMIT (WATER QUALITY ORDER 2009-0009-DWQ AS MODIFIED SEPTEMBER 2, 2009, AS WELL AS A COPY OF THE EXECUTED LETTER ISSUING A WASTE DISCHARGE IDENTIFICATION (WDID}

POLLUTION PREVENTION PLAN (SWPPP) MUST BE KEPT AT THE PROJECT SITE AT ALL TIMES.

17. A CITY APPROVED FUGITIVE DUST (PM-10} CONTROL PLAN IS REQUIRED PRIOR TO ISSUANCE OF A GRADING PERMIT. ALL DUST CONTROL MEASURES DESCRIBED IN AQMD RULE403 {BEST AVAILABLE CONTROL MEASURES) AND IN THE CITY APPROVED FUGITIVE DUST CONTROL PLAN SHALL BE IMPLEMENTED AT ALL TIMES.

A WIND FENCE AND PROPER SIGNAGE, SHALL BE ERECTED, INSPECTED AND

APPROVED BY THE CITY'S DUST CONTROL INSPECTOR PRIOR TO INITIATION OF

CLEARING, GRUBBING, GRADING OR IMPORT/EXPORT OF SOIL, OR FILL MATERIAL AT THE SITE. FAILURE TO CALL 760-323-8253, EXTENSION 8740 FOR INSPECTION 72 HOURS PRIOR TO INITIATING WORK WILL RESULT IN ISSUANCE OF CITATION BY THE CITY.

18. THE BLOCK WALLS, RETAINING WALLS, AND OTHER STRUCTURES SHOWN ON THE GRADING PLAN ARE FOR LOCATION PURPOSES ONLY. SEPARATE PERMITS FOR THE ABOVE ARE REQUIRED FROM THE BUILDING DEPARTMENT.

DIAL:
811
"""""' BENCH
MARK

STREET PAVEMENT

1. THE ASPHALT CONCRETE DESIGN SHALL MEET THE CITY OF PALM SPRINGS STD.

DWG. NO 110 AND STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION; USE TYPE B FOR THE BASE LIFT AND TYPE C2 FOR THE FINAL 1' CAP.

THE DESIGN SHALL HAVE A HVEEM STABR..ITY OF 35 AND 33 RESPECTIVELY PER THE CALIFORNIA TEST METHOD 304 AND 366. PERFORMANCE GRADE ASPHALT (PG 7010) MEETING THE 2010 CAL TRANS STANDARD SPECIFICATIONS SHALL BE USED. THE

SPECIFIED MISCELLANEOUS BASE SHALL BE CRUSHED MISCELLANEOUS BASE ACCORDING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

TRENCH PAVEMENT

LAYING ON FRIDAYS, WEEKENDS OR HOLIDAYS WILL BE PERMITTED ON MAJOR AND SECONDARY

THOROUGHFARES OR COLLECTOR STREETS WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. CONTRACTOR SHALL PLACE PERMANENT PAVING EACH FRIDAY.

3. IF, IN THE OPINION OF THE CITY ENGINEER, THE TRENCH BACKFILL IS UNSAFE TO TRAFFIC, THE CONTRACTOR SHALL PLACE PERMANENT PAVING AT THE END OF EACH WORK DAY.

4. STEEL TRENCH PLATING SHALL CONFORM TO THE CAL TRANS ENCROACHMENT PERMIT MANUAL SECTION 602.1 AS REVISED JULY, 2009.

5. THE SPECIFIED MISCELLANEOUS BASE SHALL BE CRUSHED MISCELLANEOUS BASE ACCORDING TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTK)N, 2012 EDITION.

STORM DRAIN GENERAL NOTES

1. THE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE ASSOCIATED

SPECIFICATIONS, THE CITY OF PALM SPRINGS STANDARD DRAWINGS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2012 EDITION.

2. NOTHING IN THESE PLANS SHALL RELIEVE THE CONTRACTOR FROM OBTAINING PERMITS AS REQUIRED BY CHAPTER 14.16 OF THE CITY OF PALM SPRINGS MUNICIPAL CODE.

4. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN A SCHEMATIC MANNER ONLY. SUBJECT TO THE PROVISIONS OF SECTION 4215 OF THE CALIFORNIA GOVERNMENT CODE,

THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING THE WORK.

THE CONTRACTOR SHALL PROVIDE OWNER WITH 5 COPIES OF SAID PERMIT.

6. THE CONTRACTOR SHALL SET AN APPOINTMENT FOR INSPECTION WITH THE CITY ENGINEERING FIELD INSPECTOR A MINIMUM OF 24 HOURS PRIOR TO DATE OF INSPECTION.

7. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE STATE DIVISION OF INDUSTRIAL SAFETY PRIOR TO STARTING CONSTRUCTION AND SH/'J..L MAKE A COPY AVAILABLE TO THE CITY ENGINEER.

8. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS OR BENCH MARKS NOTED ON THE PLANS. REMOVAL AND REPLACEMENT WILL BE DONE ONLY BY A LICENSED LAND

9. PROVIDE ACCESS TO ALL WALtwVAYS, SIDEWALKS, DRIVEWAYS, AND STREETS AT ALL TIMES.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO ON-SITE, OFF-SITE, AND ADJACENT UTILITIES, FACILITIES AND PROPERTIES.

11. THE CONTRACTOR SHALL TAKE ALL NECESSARY AND PROPER PRECAUTIONS TO PROTECT

ADJACENT PROPERTY OWNERS FROM ANY AND ALL DAMAGES THAT MAY OCCUR FROM STORM WATER RUNOFF AND/OR DEPOSITION OF DEBRIS RESULTING FROM AWf AND ALL WORK IN CONJJNCTION WITH CONSTRUCTION OF THIS PROJECT.

12. THE CONTRACTOR AGREES THAT HE SH/'J..L ASSUME SOLE AND COMPLETE RESPONSIBILITY

CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE DINNER AND THE ENGINEER

HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE

PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
CITY OF PALM ELEV. PREPAREDUNDERTliEDIRECTSUPER\tlSIONOF:

SPRINGS BM T-14 476.262'
OBANDO!ASSOCIATES,INC

LOCATION

THE INTERSECTION OF LA VERNE WAY AND
31010CEANPARKBL\IIJ,STE100PMB1ZI
SANTAMONICA,CA90o405
SOUTH PALM CANYON DR (310)821-755,5

IN THE CITY OF PALM SPRINGS

PRECISE GRADING PLAN
322 W CRESTVIEW DR. LOT 5
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER.

13. THE CONTRACTOR SHALL REPLACE ALL A.G. PAVEMENT, CONCRETE CURB AND GUTTER, CONCRETE CROSS GUTTER, ETC., WHICH HAVE BEEN REMOVED OR DAMAGED IN CONNECTION WITH THE CONSTRUCTION OF THIS PROJECT. COST FOR SAID REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR AND INCLUDED IN VARIOUS ITEMS OF WORK.

14. THE CONTRACTOR SHALL REPLACE WITH LIKE IN KIND ANY LANDSCAPING OR SPECIAL FEATURES SUCH AS: TURF, GROUND COVER, TREES, BUSHES, AND IRRIGATION LINES, ETC.,

WHICH ARE REMOVED OR OTHERWISE DISTURBED IN CONNECTION WITH THE CONSTRUCTION OF THIS PROJECT. COST FOR SAID REPLACEMENT SHALL BE BORNE BY THE CONTRACTOR AND INCLUDED IN THE VARIOUS ITEMS OF WORK.

15. ADJUSTMENT OF WATER VALVE COVERS AND MANHOLE COVERS SHALL TAKE PLACE AFTER THE A.C. PAVEMENT OPERATIONS ARE COMPLETE.

16.ALL STATIONING SHOWN IS CENTERLINE STATIONING UNLESS OTHERWISE INDICATED BY NOTE.

17. ALL STORM DRAIN STRUCTURES SHALL BE IN ACCORDANCE WITH RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT STANDARDS.

18. RECORD DRAWINGS (FORMERLY CALLED "AS-BUILT' DRAWINGS) OF THIS PLAN MUST BE

SUBMITTED TO THE CITY ENGINEER BY THE ENGINEER OF RECORD PRIOR TO ACCEPTANCE OF THE WORK.

19. CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE PROVIDED ON ALL PROJECTS AS REQUIRED BY CITY STANDARDS ORAS DIRECTED BY THE CITY ENGINEER. AS A

MINIMUM, ALL CONSTRUCTION SIGNING, LIGHTING AND BARRICADING SHALL BE IN ACCORDANCE WITH PART 6 'TEMPORARY TRAFFIC CONTROL"OF THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS, DATED JANUARY 13, 2012, OR SUBSEQUENT EDITIONS IN FORCE AT THE TIME OF CONSTRUCTION.

20. APPROVAL OF PLANS BY THE CITY ENGINEER DOES NOT RELIEVE THE CONTRACTOR OR

21. STORM SEWERS SHALL BE AIR-TESTED ACCORDING TO 306.1.4.4 OF THE STANDARD SPECIFICATIONS AND COLOR TELEVISED PER CITY OF PALM SPRINGS REQUIREMENTS. THE

CONTRACTOR SHALL TELEVISE EXISTING STORM SEWER MAINS PRIOR TO AND AFTER COMPLETION OF CONSTRUCTION.

PRIVATE ENGINEER'S NOTICE TO SUBCONTRACTORS

1. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL JOIN CONDITIONS

FOR GRADING, DRAINAGE AND UNDERGROUND FACILITIES, INCLUDING LOCATION AND ELEVATION OF EXISTING UNDERGROUND FACILITIES AT CROSSINGS WITH PROPOSED UNDERGROUND FACILITIES. IF

CONDITIONS DIFFER FROM THOSE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE

ENGINEER AND SHALL NOT BEGIN CONSTRUCTION UNTIL THE CHANGED CONDITIONS HAVE BEEN EVALUATED.

2. THE EXISTENCE, LOCATION AND CHARACTERISTICS OF UNDERGROUND UTUTY INFORMATION SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM A REVIEW OF AVAILABLE RECORD DATA. NO

3. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE

CONDITIONS, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. THIS REQUIREMENT SH/'J..L APPLY CONTINUOUSLY, AND SH/'J..L NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM AfN AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT.

4. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE PLANS, THE SOILS AND/OR GEOLOGY REPORTS, AND THE SITE CONDITIONS PRIOR TO COMMENCING WORK.

5. SHOULD CONFLICTING INFORMATION BE FOUND ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AT OAS SOLUTIONS BEFORE PROCEEDING WITH THE WORK IN QUESTION.

UTILITIES SHOWN REFLECT AVAi.ABLE PUBLIC RECORDS. IT SHALL BE THE RESPONSIBILITY OF

THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA,

WHETHER SHOWN OR NOT HEREON, AND TO NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600, 48 HOURS IN ADVANCE.

NOTE TO OWNER AND CONTRACTOR
IT IS THE OWNER'S RESPONSIBft.lTY TO SCHEDULE REGULAR MAINTENANCE OF THE DRAINAGE

SYSTEM, INCLUDING BUT NOT LIMITED TO AREA DRAINS, DRAIN LINES, DRYWELLS AND BUBBLER BOXES.

CONTRACTOR SHALL RECOMMEND MAINTENANCE SCHEDl..l.E TO OWNER BASED UPON INSTALLED EQUIPMENT AND AS-BUILT CONDITIONS ROOF DRAINS.

ENGINEER-OF-RECORD SHALL BE CONSl..l. TED PRIOR TO ADDING ADDITIONAL DRAINAGE (ROOF

DRAINS, POT DRAINS, ETC) INTO THE SYSTEM SHOWN HEREON TO ENSURE ADEQUATE PIPE SIZING.

DESIGNBY:
""
RIGlfr-OF-

GASPAR OBANDO CHECK WAY
DRAWNBY TRAFFIC JOHN M. BRUDIN

GASPAR OBANDO ENG'G
DATE FIELD R.C.E.NO.

ENG'G 41836
IJATE

VICINITY MAP
SCALE 1:8D0
SITE
322 W CRESTVIEW DR, LOT 5 PALM SPRINGS, CA 92264

LEGAL DESCRIPTION

PLOTTED PER LEGAL DESCRIPTION NOTED ON WFG NATIONAL
TITLE COMPANY OF CALIFORNIA, ORDER NO.: 0-105200, DATED JANUARY 23, 2020.

BASIS OF BEARINGS

LOT DESCRIPTION
LOS 5, APN 513-361-024

THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE
OF EL CAMINO WAY, BEING N85~36'E PER MB 12/52-56.

UTILITIES

1. SEWER- SEE SHEET 3 FOR SEWER LINE LOCATION

2. WATER- SEE SHEET 3 FOR WATER LINE LOCATION

REQUIRED PERMITS

1. PRECISE GRADING PLAN

INDEX TO SHEETS

SHEET DESCRIPTION

TITLE/NOTES SHEET

PROJECT SURVEY

GRADING & DRAINAGE PLAN

CROSS SECTIONS SHEET

EARTHWORK QUANTITY TABLE

ROUGH GRADE
R&R
EXPORT

1. THE ESTIMATED QUANTITIES PROVIDED ABOVE ARE TO BE USED FOR PLAN CHECKING AND PERMITTING PURPOSES ONLY.

2. ESTIMATED EARTHWORK ABOVE IS BASED ON DESIGN FINISH GRADES TO EXISTING GRADES AND/OR CONTOURS AS PROVIDED ON THE SURVEY. THE

ESTIMATED EARTHWORK DOES NOT ACCOUNT FOR THE THICKNESS OF PAVEMENT,

FOUNDATIONS,CLEARING AND GRUBBING, AND CONSTRUCTIONS MEANS AND METHODS.

3. THE ESTIMATED EARTHWORK QUANTITIES DO NOT INCLUDE SHRINKAGE

AND/OR EXPANSION FACTORS DUE TO COMPACTION OR OVER EXCAVATION QUANTITIES.

4. THE CONTRACTOR SHALL CALCULATE HIS OWN EARTHWORK QUANTITIES NECESSARY FOR HIS BID AND WORK.

5. ESTIMATED EARTHWORK QUANTITIES ABOVE ASSUME THAT ALL ONSITE MATERIALS ARE SUITABLE FOR BACKFILLING. HOWEVER, ACUTAL EXISTING ONSITE

MATERIALS AND IMPORTED MATERIALS MUST FIRST BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION, REMOVAL, OR REPLACEMENT.

SEE SHEET 4 FOR CALCULATIONS

PROJECT DIRECTORY

CIVIL ENGINEER RESPONSIBLE AGENT
HA+ MA

ERIC HAWKINS
(678) 47B-7529
OBANDO & ASSOCIATES, INC.

GASPAR OBANDO
{310)821-7555

SOILS ENGINEER
LANDMARK CONSUL TANT$, INC.

GREG CHANDRA
(760) 370-3000
OWNER
HA+MA

ERIC HAWKINS
(678) 478-7529
STANDARD PLANS FOR THIS PROJECT:

CITY OF PALM SPRINGS DEPT OF PUBLIC WORKS
STD PLAN NO. DESCRIPTION
201 STANDARD DRIVEWAY APPROACH

CONSTRUCTION NOTES

NO DESCRIPTION QUANTITIES
1 TYP. RIP-RAP VELOCITY REDUCER PER DET.3/SHEET 2 1
2 SEDIMENT BASIN PER ET. 2/SHEET 2 1
3 AREA DRAIN PER ET. 1/SHEET 2 2
4 DRY WELL PER ET. 5/SHEET 2 1
5 TYP. DOWNSPOUT PER ET. 7/SHEET 2 3
6 PIPE ANCHORS PERAPWASTD 221-2 8
7 CATCH BASIN PER ET. 6/SHEET 2 2
8 RETAINING WALL BY OTHERS 1

CITY OF PALM SPRINGS, CALIFORNIA
FLENO.

JOEL MONTAVO

PRECISE GRADING PLAN
RC.E.NO DATE CADFILENAME
SHEET
1 62624 322 W CRESTVIEW DR. LOT 5 TITLE~OTESSIEET 1 OF 4 SHTS.

Item 1J - 62
DIAL:
811
SCALE: 1"=10'
"""""' "'" BENCH CITY OF PALM ELEV.

MARK SPRINGS BM T-14

LOCATION

THE INTERSECTION OF LA VERNE WAY AND

SOUTH PALM CANYON DR
PREPAREDUNDERTHEDIFIECTSUPEIMSIONOF:
476.262'
OBANDO!ASSOCIATES,INC

GASPAROBANDO
31010CEANPARKBL\IIJ,STE100PMB1ZI
SANTAMONICA,CA90o405
(310)821-7561i
\
\__\
NBS" 36)00"E
DESIGNBY:
""
RIGlfr-OF-

GASPAR OBANDO CHECK WAY

DRAWNBY TRAFFIC

GASPAR OBANDO ENG'G

DATE FIELD
ENG'G
DATE REVIEWED BY APPROVEDBY:

JOHN M. BRUDIN JOEL MONTAVO
R.C.E.NO. IJATE RC.E.NO DATE
41836 62624

SURVEY BY OTHERS

FOR REFERENCE ONLY

CITY OF PALM SPRINGS, CALIFORNIA

PRECISE GRADING PLAN
322 W CRESTVIEW DR. LOT 5
FLENO. SHEET
2 CADFILENAME
PROJECTSURVEY 2OF 4 SHTS.

Item 1J - 63
DIAL:
811

BENCH CITY OF PALM
'--L------------------------1-----+-----lMARK SPRINGSBMT-14 1---1------------------------+----+-----, LOCATION
ELEV.

L---1------------------------l----+-----1 THE INTERSECTION OFLAVERNEWAYAND '--L------------------------1-----+-----1 SOUTH PALM CANYON DR 10 476.262'
10 20
'
SCALE: 1'= 10'
OBANDO!ASSOCIATES,INC
31010CEANPARKBL\IO,STE100PMB1ZI
SANTAMONICA,CA9°'405
(310)821-7561i
NO.
1 2
3 4
5 6
7 8

CONSTRUCTION NOTES

DESCRIPTION QUANTITIES
TYP. RIP-RAP VELOCITY REDUCER PER DET.3/SHEET 2 1
SEDIMENT BASIN PER ET. 2/SHEET 2 1
AREA DRAIN PER ET. 1/SHEET2 2
DRY WELL PER ET. 5/SHEET 2 1
TYP. DOWNSPOUT PER ET. 7/SHEET 2 3
PIPE ANCHORS PERAfYWA STD 221-2 8
CATCH BASIN PER ET. 6/SHEET2 2

PAVING PER ARCH

COMPACTED SOIL

CRUSHED/

COMPACTED STONE

SEALED GRATE
LEGEND

FLOWLINE
/ DIRECTION OF FLOW
FS
TG
TS
BS
FF

FINISHED SURFACE

TOP OF GRATE

TOP OF STEP

BOTTOM OF STEP

FINISHED FLOOR

INV INVERT ELEVATION

RL RIDGE LINE

GF GARAGE FLOOR

GB GRADE BREAK

FL FLOW LINE
RETAINING WALL BY OTHERS 1 NDS AREA DRAIN SEDIMENT BASIN 2 @ ROOF DOWNSPOUT PER ARCH.

S=2% MIN TO NEAREST PIPE
A A

NO SCALE
2" MIN GA~~~ BETWEEN
,-
L _j
[
SLOPE
•.
a•·•· R .. -. C .. K WI 4" EMBEDMENT

INTO CONCRETE

CONCRETE
2500 PSI
-3()-r: POP UP EMITTER
#5 REBAR 12 O.C.

SECTION A-A
TYP. RIP -RAP
VELOCITY REDUCER 3

NO SCALE
M~We ll®IV

DAAINAGE SYSTEM DETAILS AND SPECIFICAT IONS
Lots
""-""",..,~"""""''""-"'
--- --, ......... ,~ .. --
'"''"- IV-6-SS-CA _.,. AB
...... " 0 " 05-14-19 """" 0 ""1't 09-15-21 Kl<.I. N.T.S C-2

Q ITEM NUMBERS

1. MANHOLE CONE · MODIFIED FLAT BOTTOM
2 BOLTED RING & GRATE/COVER - DIAMETER 4 TYPE AS
SHOWN. CLEAN CAST IRON Willi WORD ING 'STORM
WATEROHLY-I NRAJSEOLETTERS . 60LTEDIN2

LOCATIONS AND SECURED TO CONE WITH MORTAR
RIMELEVATION:t002'0FPLANS .

PRE-CASTLINER- 4000PSICONCRETE46" 10.>l54"00

CENTER IN HOLE ANO ALIGN SECTIONS TO MAXIMIZE
BEARING SURFACE .

S IHLETPIPE/OllTLETPIPE!BYOTHERSl.

SEESEPARATEPLANFORONERTELEVATIONS
6 GRADED BASIN OR PAVING (BY OTHERS).
7 COMPACTED BASE MATERIAL , IF REQUIRED (BY

OTHERS)
8 FREEBOARDDEPTHVARIES WTTH INLET PIPE
ELEVATK>N. INCREASE SETTLING CHAMBER DEPTH AS
NEEOEDTOMAINTA IN ALL INLETpjPEELEVATIONS
ABOVE RISER PIPE.
9 NOH-WOVEN GEOTEXTILE SLEEVE - MIRAFl 140 NL. MIN
6 FT 0 . HELD APPROX . 10 FEET OFF THE BOTTOM OF

EXCAVATION

10. PURE FLO" DEBRIS SHIELD - ROLLED 16 GA STEEL X 24"

LENGTH WITH VENTED ANTI-SIPHON AND IITTERNAL
0 265" MAX. SWO FLATTENED EXPANDED STEEL SCREEN
X12 " LENGTH . FUSION80NDEDEPOXYCOATED

12. RISER PIPE - SCH. 40 PVC MA.TEO TO DRAINAGE PIPE AT

BASESEAL
13 DRAINAGE PIPE - ADS HIGHWAY GRADE OR SCH. 40 PVC
WITH ffil -A COUPLER. SUSPEND PIPE OORING BACKFILL
OPERATIONS. OIM1ETER AS NOTED

14. ROCK· WASHED, SIZED BETWEEN 3/6" ANO 1-112•

15. FlOfAS ~ DRAINAGE SCREEN · SCH. 40 P\'C 0.120"
SLOTTED WELL SCREEN WITH 32 SLOTS PER ROW/FT.
g~~~ LENGTH VARIES . UP TO 120"WITH TRI-B

15. ABSORBENT - HYDROPH061C PETROCHEM ICAL
SPONGE. MIN. 128 OZ. CAPACITY. TYPICAL, 2 PER

17. FABRICSEAL - UV.RESISTANTGEOTEXT ILE - TOBE

REMOVED BY CUSTOMER AT PROJECT COMPLETION

20. !~~:~~~ATIONS MINIMUM PER FOOT, 2 ROWS
•--;~•R:::T //.
lf50UrH
An""olution o!MeG<lc~in l>rtlll"!l
.,.,.._,.,,,.n,,.....,rcoo.com
CALIFORNIA 900-8:>9-0HI)
AAIZONA002-268-0785

DRY WELL
®

NO SCALE
DESIGNBY:
""
RIGlfr-OF-

GASPAR OBANDO CHECK WAY
DRAWNBY TRAFFIC JOHN M. BRUDIN

GASPAR OBANDO ENG'G
DATE FIELD R.C.E.NO.

ENG'G 41836
HEET
DATIC

NATIVE OR IMPORTED

SOIL COMPACTED TO
90% RELATIVE DENSITY

INSTALL NET
SCREEN
f INVERT
HEET

STORM DRAIN PIPE
TRENCHING DET. 4
NO SCALE C-2
NDS # 771 BLACK DRAIN

GRATE TO BE USED IN LAWN
AREASOREQ.

FINISED
GRADE

CATCH BASIN
©

EDGE OF

BUILDING

DOWNSPOUT

CONNECT TO MAIN

DRAINAGE LINE
PVC PIPE 8=2% MIN.

NO SCALE

FINISHED FLOOR
~-----
/
(

I INJECTION MOLDED
I WT90" BEND

I - FOOTING
- - - I (WHERE OCCURS)
INVERT --1

I PER PLAN I
L ________ I
TYP. DOWNSPOUT

CONNECTION

NO SCALE
-+--+-
Q
@
@
SEE ET. 7/SHEET 2 FOR CONNECTION
DRAINAGE PIPE-6" PVC S=0.8%

MIN, UNLESS OTHERWISE NOTED
SEE DET. 4/SHEET 2 FOR TRENCHING
SEDIMENT BASIN PER DET.2/SHEET 2

POP-UP EMITTER, SEE RIP-RAP DETAIL
AREA DRAIN PER ET. 1/SHEET2

RETAINING WALL BY OTHERS
~ 12" BY 12' CATCH BASIN PER DET. 6/SHEET 2
RIP RAP PER ET. 3/SHEET 2

PATTERN LEGEND
POURED CONCRETE CEMENT FOR Rm (I= B')

HARDSCAPE PER ARCHITECT

DRIVEWAY PAVING PER ARCHITECT
_,., _,., _,, "' "-' "-' LANDSCAPE PER ARCHITECT

POOL PER ARCHITECT
WOOD DECK (PERVIO\.JS) PER ARCHITECT

PLAN NOTES

1. TI-HS PLAN ACCURATE FOR GRADING AND DRAINAGE, ONLY.

2. DRAINAGE PIPES ARE 6" PVC PIPES, UNLESS OTHERWISE
NOTED.

3. ALL DRAINAGE PIPES SHALL BE INSTALLED AT 12' (MIN)
BELOW FINISHED SURFACE PER MANUFACTURER'S SPECI
FICATION UNLESS OTHERWISE NOTED ON PLANS.

4. ALL DRAINAGE PIPES TO BE SLOPED 0.8% MINIMUM.

5. CONNECT ALL ROOF DRAINS TO BELOW GROUND DRAINAGE
SYSTEM PIPES. 8=2% MIN

6. SURVEYOR MUST SET GRADE STAKES FOR ALL DRAINAGE
DEVICES AND OBTAIN INSPECTION BEFORE POURING.

7. ALLSLOPESTOBEVEGETATED.

PUBLIC R/W

CONSTRUCTION NOTES
(7"\ SAW CUT, REMOVE, AND REPLACE 1' WIDE STRIP OF A.G. PAVEMENT \..J AND BASE. MATCH EXISTING PAVEMENT SECTION.

THIS PLAN HAS BEEN REVIEWED AND CONFORMS WITH

THE RECOMMENDATIONS OF SOILS ENGINEER/GEOLOGIC

REPORTS DATED

SIGNATURE DATE

CITY OF PALM SPRINGS, CALIFORNIA
FLENO. SHEET
e400,

JOEL MONTAVO

PRECISE GRADING PLAN
DWG.NO.
3 RC.E.NO DATE
322 W CRESTVIEW DR. LOT 5

CADFILENAME
62624 GRADING!DRAINAGEPl.AN 30F 4 SHTS.

Item 1J - 64
r-·---------------------ti§?.:~fQQ.'.I; _______ _
;
~
--- --- - ------- ----~9_9:f --- _ ---
-------!
i !
!
if2
i~ ,~
i
/ _ _jA'

CROSS SECTION A-A'
DIAL:
811
c~
t.-------------· - --------·-··-----------
L.------------~----·-N1ii;·i2's!i'E""-•-------

CUT & FILL DIAGRAM

NO SCALE
CUT/FILL CALCS.
1 MAINLEVELAVG.CUT=3.9'
GRADED AREA= 1118SQ.FT.
{3.9"1118)/27 = 161 C.Y. CUT
2 EXTERIOR SLAB ON GRADE AVG. CUT= 2.4'
GRADEDAREA=451 SQ.FT.
(2.4'451)/27 = 40 C.Y. CUT
3 DRIVEWAY AVG. CUT= 2.0'
GRADED AREA= 400 SQ.FT.
{2.0'400)/27 = 30 C.Y. CUT
7 GRADING FOR DRIVEWAY AVG. FILL= 1.6'
GRADED AREA= 345 SQ.FT.
{1.6'400)/27=24C.Y. FILL
R&R AVG. HEIGHT= 7.92'
R&R GRADED AREA= 3905 SO.FT.
(3905'7.92)127 = 1145 C.Y, R&R

EARTHWORK QUANTITY TABLE

ROUGH GRADE
R&R
EXPORT
4 DRIVEWAY AVG.FILL=1.8'
GRADED AREA= 349 SQ.FT.
(1.8'349)127=23C.Y. FILL
5 POOL AVG. CUT= 7.8'
GRADED AREA= 383 SQ.FT.
(7.8*383)/27 = 111 C.Y. CUT
6 LOWER LEVEL AVG.CUT=1.8'
GRADED AREA= 452 SQ.FT.
(1.8*452)/27=30C.Y. CUT
' ;
f __ _jB'
i;:
!t5 !;...
/i

DRYWELL SIZING CALCULATIONS
Maxwell® IV Drainage System Calculations Prepa red on September 16, 2021 Project: Lot 5 - Palm Springs. CA
Contact: Nelson Castillo at Obando & Associates Sonia Monico, CA Given :

Design Infiltratio n Rate
Mitigated Volume
Required Drowdown nme
Min. Dep th to Infiltrat ion
Groundwater Depth for Design
Proposed :

2.,QQin/hr
~113
~hours
.l.Qfl
:IQQfl
Drywall Rock Shaft Diameter .Q ft
Drywell Chamber Depth 1.§ II
Rock Porosity !Q %
Depth to Infiltration JA. ft
Drywell Bottom Depth ~ ft
Convert ,,Desi~nn Rat~ tom ln/ 1\r to ft/ se;.

2.00 ;, X 12 1n X JOOO= = 0.00CXJ46 ""
TORREN;;r.

I l S OUI CE S
A 6 fool diameter drywell provides 18.85 SF of inflllratlon area per foot of depth , plus 28.27 SF at the bottom.

For a 58 foot deep drywell , Infiltration occur s between 14 feet and 58 feel below grade. This prov ides 44 feet of Infiltration depth in addition to the bottom area . Infiltration orea per drywell is colculoted below . 44 flX 18.85 NN' + 28.27 t, 2 : 858 ft 2
Combine design rate with lnflltraflon area to gel flow (disposal) rate for each drywell.

0.000046 ,! x 858 ft 2 = 0.03971 !,
Volume of disposal for each drywell based on various lime frames ore included below . 48 hrs: 0.0397 CFS x 48 hoursx 3~,-,""' = 6,861 cubic fee t of retaine d waler d isposed of.

Chamber diameter= 4 feet . Dtywell rock shaft diameter= 6 feet .

Volume provided In each drywell with chamber depth of 18 feet. 18 II x 12.57 ft 2 -1 40 fix 28.27 ft 2 x 40% = 679 ft 3 The Maxwell System is composed of 1 drywell(s).

Tota l Yolume prov ided= 679 ft 3
Tota l 48 hour infiltrat ion volume = 6,861 ft 3
Total infiltratio n flowrate = 0.03971 :;,
Based on the total mitigated volume of 663 CF, after subtracting the volume stored ln the Max Well System, the resldual volume of 188 CF could be stored in a separate detention system and connected to the drywell system .

For an y quesHons, please contact Alex Bennett at 213-248-4167 01 via email at Alex.Benneff@O/dcastfe .cam
Torrent Resources (CA) Incorporated
9950 Alder Avenue
Bloomington , CA 92316
Phone 909-829-0740
DESIGNBY:
0+50

CROSS SECTION C-C'
BENCH CITY OF PALM ELEV. 476.262' GASPAR OBANDO "" CHECK RIGlfr-OF
WAY f--+-----------------------+-----+-------J11,4ARK SPRINGSBMT-14

LOCATION
t--+-----------------------+----+-----,
>--+-----------------------+-----+-----,THE INTERSECTION OFLAVERNEWAYAND >--+-----------------------+-----+-------JSOUTH PALM CANYON DR OBANDO!ASSOCIATES,INC
31010CEANPARKBL\IIJ,STE100PMB1ZI
SANTAMONICA,C"-9°'405
(310)821-7561i

DRAWNBY

GASPAR OBANDO

TRAFFIC
ENG'G
FIELD
ENG'G
JOHN M. BRUDIN
R.C.E.NO.
41836
0+00

PATTERN LEGEND

JOEL MONTAVO
RC.E.NO
62624
FILL
CUT
R&R
DATE

CROSS SECTION B-B'
0+50

CROSS SECTION D-D'

CROSS SECTION E-E'
20 '
SCALE: 1"=10'

CITY OF PALM SPRINGS, CALIFORNIA

PRECISE GRADING PLAN
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Item 1J - 65
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PALM SPRINGS, CALIFORNIA

SINGLE FAMILY RESIDENCE

PLANNING COMMISSION - RENDERINGS
FEBRUARY 2022
HA + MA HAWKINS+MARSHALL
Item 1J - 66
310/322 W CRESTVIEW

PALM SPRINGS, CA
FEBRUARY 2022HA + MA HAWKINS+MARSHALL
Item 1J - 67
310/322 W CRESTVIEW

PALM SPRINGS, CA
FEBRUARY 2022HA + MA HAWKINS+MARSHALL
Item 1J - 68
310/322 W CRESTVIEW

PALM SPRINGS, CA
FEBRUARY 2022HA + MA HAWKINS+MARSHALL
Item 1J - 69

CITY COUNCIL STAFF REPORT
07/28/2022 1. K.

City Clerk -

SUBJECT

REQUEST BY PILOT TRAVEL CENTER, LLC, FOR A RESOLUTION OF PUBLIC

CONVENIENCE OR NECESSITY (PCN) TO PERMIT A LIQUOR LICENSE (TYPE 20) WITHIN CENSUS TRACT 445.24 TO ALLOW THE SALE OF BEER AND WINE

FOR OFF-SITE CONSUMPTION AT AN EXISTING CONVENIENCE STORE/ GAS STATION AND TRUCK STOP LOCATED AT 6605 NORTH INDIAN CANYON DRIVE RECOMMENDATION:

Adopt a Resolution entitled, “A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF PALM SPRINGS, CALIFORNIA, DETERMINING THAT THE PUBLIC CONVENIENCE WOULD BE SERVED BY THE ISSUANCE OF AN ALCOHOLIC BEVERAGE CONTROL LIQUOR LICENSE (TYPE 20) FOR THE PILOT TRAVEL CENTER LOCATED AT 6605 NORTH INDIAN CANYON DRIVE, WHICH IS WITHIN CENSUS TRACT NUMBER 445.24 (CASE 5.1278-PCN).”
Attachments
Item 1K

CITY COUNCIL STAFF REPORT

DATE: JULY 28,2022 CONSENT CALENDAR

SUBJECT: REQUEST BY PILOT TRAVEL CENTER, LLC, FOR A RESOLUTION OF

PUBLIC CONVENIENCE OR NECESSITY (PCN) TO PERMIT A LIQUOR LICENSE (TYPE 20) WITHIN CENSUS TRACT 445.24 TO ALLOW THE

SALE OF BEER AND WINE FOR OFF -SITE CONSUMPTION AT AN

EXISTING CONVENIENCE STORE/ GAS STATION AND TRUCK STOP
LOCATED AT 6605 NORTH INDIAN CANYON DRIVE, ZONE HC,
SECTION 15, (CASE 5.1278-PCN)

FROM: Justin Clifton, City Manager

BY: Department of Planning Services

SUMMARY:

Pilot Travel Center, LLC, has initiated the application process for a California Department of Alcoholic Beverage Control (ABC) Type 20 (Off-Site Consumption) liquor license as part of a convenience store within an existing automobile service station and truck stop located at 6605 North Indian Canyon Drive . The subject property is located within a Census Tract which is identified by the ABC as an area of undue concentration of liquor licenses. The applicant is therefore requesting the City Council make a determination of public convenience or necessity for the sale of liquor for off- site consumption at the convenience store. On June 8, 2022, the Planning Commission granted an amendment to the C onditional Use Permit (CUP) to allow the sale of beer and wine for off -site consumption at the location.

RECOMMENDATION:

1) Adopt Resolution No. _____, “A RESOLUTION OF THE CITY COUNCIL OF THE

CITY OF PALM SPRINGS, CALIFORNIA, DETERMINING THAT THE PUBLIC

CONVENIENCE WOULD BE SERVED BY THE ISSUANCE OF AN ALCOHOLIC BEVERAGE CONTROL LIQUOR LICENSE (TYPE 20) FOR THE PILOT TRAVEL CENTER LOCATED AT 6605 NORTH INDIAN CANYON DRIVE, WHICH IS WITHIN CENSUS TRACT NUMBER 445.24 (CASE 5.1278-PCN).”

BUSINESS PRINCIPAL DISCLOSURE:

The applicant has submitted a Public Integrity Disclosure Form which is included as an Item 1K - 1
City Council Staff Report
July 28, 2022 -- Page 2
Case 5.1278 PCN – Pilot Travel Center, LLC

attachment to the report.

PROJECT DESCRIPTION:

The applicant has applied for a Public Convenience and Necessity (PCN) resolution for an additional Type 20 liquor license in Census Tract 445.24. The number of alcohol licenses is regulated by the State of California Alcoholic Beverage Control (“ABC”) based on census tracts and county population. In the case of this Census Tract, one (1) off-sale license is allowed without a Resolution of Public Convenience or Necessity (“PCN”).

There are seven (7) licenses existing in the Census Tract.

BACKGROUND:

The subject property is approximately 5.4 acres in size and located at the northwest corner of Indian Canyon Drive and Garnet Avenue in north Palm Springs. The facility was constructed in 1992. At that time, the property was under the jurisdiction of the County of Riverside. The site was incorporated into the City of Palm Springs in 1993. The property contains a retail building at the center of the site; automobile fuel pumps and parking on the easterly portion of the site; and large truck fuel pumps and parking on the westerly portion of the site. The existing retail operations at the subject site include a retail market and a drive-through restaurant within the existing 11,273-square foot building.

The proposed Type 20 beer and wine sales will occur within the convenience/retail sales floor area of 2,978- square feet. Currently, the retail market offers d ifferent selections of food items, beverages, snacks, sundries, and auto accessor y supplies. According to the applicant and the proposed floor plan of the retail market, beer and wine display area will occupy approximately 125-square feet of the store, which amounts to roughly 4.2% of the total sales area of the store. The proposed beer and wine sales would be sold in accordance with requirements of the California Department of Alcoholic Beverage Control between the hours of 6:00 am to 2:00 am daily.

STAFF ANALYSIS:

The subject property is located within Census T ract number 445.24, in the northern part of the City and adjacent to the I-10 freeway. According to information from ABC, there are Prior Actions related to the site:

Date Actions/Events
06/08/2022 The Planning Commission voted unanimously to approve a request to amend an existing Conditional Use Permit (Case 5.1278 CUP) to allow the sale of beer and wine for off -site consumption at the subject property.
03/09/2022 Pilot Travel Center submitted a request for Resolution of Public Convenience and Necessity.

Item 1K - 2
City Council Staff Report
July 28, 2022 -- Page 3
Case 5.1278 PCN – Pilot Travel Center, LLC

already seven (7) off-sale liquor licenses issued within this Census Tract; however, per ABC regulations, only one license is permitted within the tract. Census Tract 445.24 has a population of 1,896 residents, and the addition of a Type 20 license for the Pilot Travel Center will not cause the ratio per person to be excessive, as businesses adjacent to a freeway serve not only the local population, but also the transient population that passes through the area.

Below is an image showing the Census Tract data and area:

Census Tract 445.24

Below is the list of the existing Type 20 licenses within the tract:

1. Jalisco Market & Liquor, 17725 North Indian Canyon Drive, Palm Springs.

2. Chevron 207512, 6600 North Indian Canyon Drive, Palm Springs.

3. North End Liquor Market, 19345 North Indian Canyon Drive, Palm Springs.

4. Expressway Market, 17001 Palm Drive, Desert Hot Springs.

5. Palm Gas Mart, 22755 Palm Drive, Desert Hot Springs.

6. United Oil, 19995 North Indian Canyon Drive, Palm Springs

7. Arco AM/PM, 20000 North Indian Canyon Drive, Palm Springs

The ABC identifies the Type 20 alcohol license as follows:

“Off-Sale Beer & Wine - (Package Store) Authorizes the sale of beer and wine for consumption off the premises where sold. Minors are allowed on the premises.”

Pursuant to Section 23958 of the State of California Business and Professions Code, the California Department of Alcoholic Beverage Control (ABC) is required to “… deny an application for a license if issuance of that license would tend to create a law enforcement problem, or if issuance would result in or add to an undue concentration of licenses, except as provided in Section 23958.4.” Section 23958.4(a)(3) of the Code defines undue concentration as follows:

Item 1K - 3
Census Tract 445.24, Riverside,
CA
1,896 48.5 squan, miles
Population 39.1 people persquare mile
City Council Staff Report
July 28, 2022 -- Page 4
Case 5.1278 PCN – Pilot Travel Center, LLC

“As to off- sale retail license applications, the ratio of o ff-sale retail licenses to population in the census tract or census division in which the applicant premises are located exceeds the ratio of off -sale retail licenses to population in the county in which the applicant premises are located.”

The section further states that a license may be issued when “…the local governing body of the area in which the applicant premises are located, or its designated subordinate officer or body, determines within 90 days of notification of a completed application that public convenience or necessity would be served by the issuance... ” (State of California Business and Professions Code, Section 23958.4.b.2).

The subject site is located in the Highway Commercial land use category in the northern part of the City and adjacent to the I-10 freeway. The proposed sale of beer and wine for off-site consumption as an ancillary use to the main service station and convenience store will be consistent with other service-oriented land uses found in the City and similar uses close to highways. The proposed use is harmonious with the objectives of the Regional Business Center General Plan designation by serving the needs of resident s, travelers, visitors and tourists along the freeway corridor and north Palm Springs. Allowing the convenience store associated with this service station to add alcohol -related products provides a convenience for motorists and tourists who are staying within the vicinity of the site. As such, the proposed PCN resolution is consistent with the City’s General Plan. In addition, on June 8, 2022, the Planning Commission found that the proposed use met findings necessary to amend an existing Conditional Use Permit to allow the sale of beer and wine for off -site consumption at the location. Several conditions of approval were imposed to ensure the public health, safety, and welfare are protected.

Considering the above, Staff recommends the City Council find that the issuance of the requested liquor license is suitable for the area and will serve the public convenience . A draft resolution of approval is attached to this report.

REVIEWED BY:

Assistant Director: David A. Newell
Deputy City Manager: Flinn Fagg
City Manager: Justin Clifton

ATTACHMENTS:

1. 5 00’ Vicinity Map

2. Draft Resolution

3. Justification Letter

4. Public Integrity Disclosure Form

5. PC Resolution for Case 5.1278 CUP

6. Site Plan/Floor Plan

7. Site Photos
Item 1K - 4

ATTACHMENT #1
Item 1K - 5

Planning Services Division
Vicinity Map

CITY OF PALM SPRINGS

CASE NO: 5.1278 PCN

APPLICANT
: Pilot Travel Centers, LLC

Item 1K - 6
Legend
~Site
c:J 500ft Surfer
[=i Parcels
1-10

ATTACHMENT #2
Item 1K - 7
RESOLUTION NO. _____

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

PALM SPRINGS, CALIFORNIA, DETERMINING THAT THE

PUBLIC CONVENIENCE WOULD BE SERVED BY THE

ISSUANCE OF AN ADDITIONTIAL ALCOHOLIC
BEVERAGE CONTROL LIQUOR LICENSE (TYPE 20) FOR
THE PILOT TRAVEL CENTER LOCATED AT 6605 NORTH

INDIAN CANYON DRIVE, WHICH IS WITHIN CENSUS
TRACT NUMBER 445.24 (CASE 5.1278-PCN).

A. Pilot Travel Center, LLC, Applicant, has submitted an application to the California Department of Alcoholic Beverage Control ( ABC) for issuance of a Type 20 (Off- Site Consumption) alcohol license as an ancillary use to a retail market as part of a service station and truck stop located at 6605 North Indian Canyon Drive, Zone HC, Section 15; and

B. T he California Department of Alcoholic Beverage Control (ABC) has determined that there are seven (7) existing o ff-sale alcohol licenses issued within Census tract number 445.24 while only one (1) such permits would be allowed based on population in the County and the census tract in which the applicant’s premise is located; and

C. Th e California Department of Alcoholic Beverage Control (ABC) has determined that there is an “undue concentration” of alcohol -related licenses in the Census tract number 445.24; and

D. P ursuant to Section 23958.4(b)(2) of the State of California Business and Professions Code, the City Council may determine the public convenience or necessity would be served by the issuance of the requested license; and

E. T he Applicant submitted an application to the City of Palm Springs for a resolution of convenience or necessity, Case 5.1 278 PCN, for the addition of a Type 20 liquor license within Census Tract 445.24 for the existing retail market as part of a service station and truck stop located at 6605 North Indian Canyon Drive; and

F. The proposed liquor license would serve the public convenience or necessity based upon the following:
• General Plan . The site is zoned HC (Highway Commercial) , land RBC (Regional Business Center) designation in the 2007 General Plan Land Use Element, and the site is in the northern part of the City adjacent to the I -10 freeway. The proposed use is harmonious with the objectives of the Regional Business Center in that it focuses on servicing residents and mostly travelers, visitors and tourists along the freeway corridor and north Palm Springs. The proposed sale of beer and wine s ale for off -site consumption as an ancillary use to the main service station and retail market is consistent with other service-oriented land uses found in the City and similar uses close to the highways. The addition of beer and wine sales will be desirab le as an added source of revenue generation to the City’s general fund. The proposed addition of a Type 20 liquor license is in harmony with the goals and policies of the General Plan as follows:

Item 1K - 8
Resolution No. _____

Page 2 ends

Palm Springs City CouncilJuly 28, 2022

Palm Springs City Council
July 28, 2022