Cities Index.
4.2 Section setbacks

Cathedral City City Council
January 8, 2025

Document
4.2 Section setbacks
Meeting
January 8, 2025
Body
Cathedral City City Council
Original file
10.7 MB
Text extracted from the city's file for reading and search. Open the original on cathedralcity.primegov.com. That file is the official record.

PROPERTY LINE
147'0"

THE MAXIMUM HEIGHT ALLOWED BY ZONING OCCURS ALMOST A FOOTBALL FIELD AWAY FROM THE PROPERTY LINE

MASSING

ALLOWED BY
ZONING
35-0" HEIGHT ALLOWED BY ZONING
25'-0" RETENTION BASIN
DRIVEWAY 30'-0"
"BUILDING SETBACK REQURED BY ZONING
112-0"

BUILDING SETBACK PROVIDED BY OWNER
137-0"

DISTANCE BETWEEN BUILDINGS NEAR NORTH BOUNDARY
- PROPERTY LINE

MASSING

ALLOWED BY
ZONING
35'-0" HEIGHT ALLOWED BY ZONING
26'-2" HEIGHT PROVIDED BY OWNER

RETENTION BASIN
25-0"
DRIVEWAY 30'-0"

BUILDING SETBACK REQUIRED BY ZONING
85'-0"

BUILDING SETBACK PROVIDED BY OWNER
110'-0™

TYPICAL DISTANCE BETWEEN BUILDINGS

PROPERTY LINE

MASSING

ALLOWED BY
ZONING
35'-0" HEIGHT ALLOWED BY ZONING
26'-2" HEIGHT PROVIDED BY OWNER

RETENTION BASIN
30-0"
1 BUILDING SETBACK REQUIRED BY ZONÍNG
77-6"

BUILDING SETBACK PROVIDED BY OWNER
89'-0"

NARROWEST DISTANCE BETWEEN BUILDINGS ALONG THE WHOLE EAST BOUNDARY TP360.95 3 SPROP. 6' BLOCK WALL
TP 360.86
SHARED ACCESS ROAR ТР 360.23 PAL 359.2
ГР 360.78 - _N. 89°54"51" W 585.53' GB FL 358.9
362.65 2.5960-
361.98
359.50.51.56 5* 354 353 352
FL 360.2 \FL 360.8
- 350
FL 359.2
BLDG. #10 BLDG. #11.

TG: FF=361.17 FF=361.17 RETENTION
TG3550,5 BASIN
PE=360.5 2% 1 TC 360.81 PE 360.5
/TP 360.31 BOT- C
TC 361.00 350.0
FL 360.50 TC 360.96 LTC 361.06 SAPNSI
TC 361.06 TC 361.06
ТР 360.46 TP 360.56 ТР 360.56 ТР 360.56
IFS 360.676 5360.67 FS 360.67 3lTS 360.67
STFS 360.6755 1J FS 360.67 FS 361.67
TC 360.26 WV. 351.00
TC 361.38 8" HDPE *FL 359.76 2.13% 1,50% • 360 TC 360.34 FL 360.88 360.28 3 FL 35984g FL 359.50 FL 35932431

1.00% 0,50% 0.50%
- TG 360.50
.50%

0.50% 0.50% 0.50%
INV. 35/C 359.53 IC 360.09 S=0.005
CB#1 TC 359.67
TG 360.50 NV. 355.75 59.59 T 360.76GB 85 TC 360.56 TC 360.19 - TC 359.84 FL 360.06 FL 359.69 FL 359.34 1. 359.11 P 360.33 0
NV. 358.68 30" НОР 0)
6" HDPE FS 360.67 |
7ES 360.67 S 1777 TC 359.31 сВ2 10v-387

1.00% 4.00% FI.3.884.00

60.50 TC 361.50 3LDG. #1K 360.8
TP 361.00 TC 360.7.
0 3603 P 360.2 359
DG. #9 × 364.2
FF=361.67 0.50% F=361.17 1,50%2% 558,57
TG 360.50361.0 TC 361.7 E=360.5 2%
TP 361.2
INV. 359.25 ГС 360.0
2% P 359.5

0.50% FL 361.0 HP
EXIST. 8" CURB & GUTTER
FL 360.8 3.50%
FL 360.8
HP2 - ТС 359.76
C 361.1 3,00
: 90°05"20" E 754.69. -PROP. 1.33' RET. WALI 0.5%) 1L 35238989.

TC 361.1 2000%
FL 360.7 FL 360.0 'C 360.8
FL 360.64
P 360 3

2.01% FF TC 359.73
FL 360.5 FF FL 359.23
С 361.5 TC 361.40 361.40- 361.40
360.90 - TP 360.40
TC 36*
* 36₴ 360.80
TG3:51 00°01"
360.10
73' TC 361.65 HP LTC 360.90
63' /FL 361.15 AS PLANTER - TP 360.40 ABI
BLDG #7 BEDG. #7 TC 360.90 .00%
47' TC 361.55 TC 360€ 12.

FL 361.05 FF=361.67 FF-361.20 ' TP 360.40
40* 1.30% 1.00% PE=360.53
PE=361.0
TC 361.56 TC 360.91
TG 360.10 /FL 361.06 FS 360.70
INV. 358.85 TS36114 7S 361.27 P 360.40 TC 358.89св3
POOL POOL LIP 361.60 TC 360.43 358.39
TC 360.90 GB TC 360.90
TP 360.40 ТР 360.40 ТР 359.93 $.30% - EXISTROTECONLALE
6" HDPE 2.00%
6" HDPE US360XPL J5360T0SIR FL 359.44
TC 360.7. APN 670
BLDG. #8 FL 360.25 8,
FF=361.67
PE=361.0 TC 361.23 RET
FL 360.73 TG 359.5. ÖBASIN
TING 8" CURB & GUTTER P6S360708s350.204
TC 36040 TC 360.50 25%
TC 360.90 ГР 360.00 3 тC 359 20
TC 36฿4 DG HR 360.4 FL 358.70
TP 360.40 TC 360.90
PROP. 1.33' RET. WALL TC 361 a0 FF=361.20
TP 361.16 TP 360.40
p=-36053
TG 360.05 1,50% 1.00% #TC 360.98
INV. 357.47 I TV. 357.10 ГС 360.98

0.50% ТР 360.48 TP 360.48
TC 361.50 TC 360.98
TO 201 A
С 361.13 TC 360.98 TP 360.48 TC 359.44
ГС 361.5! TP 360.48 358.94
TP 361.05 тр 360 с
'C 361 4
TC 361 ГР 360.93 1.50% 2.50%
1536146 0 00 5,11%
TP 360.81 = 361
6" HDPE ТР 360.6
TC 361.25 TC 361.30
TC 361.53 TC 360.96 \ TC 360.53 TC 360.86 TC 361.28 — 360• 360.75 FL 360.03 3 то 302 30 305, TO 360.92
/FL 361.03 /FL 360.46 8" HDPE 24" HDPE FL 359.75 TP 360.420.50% FL 360.13 FL 359.86/
TC 361.35 TC 360.90
TP 360.85- TP 360.40 TC 360.10
TC 360.92 TC 360.20 TC 360.78 TC 360.38 PROPERTYL
TG 360.40 2% ТС 360.33 FL 360.28 HP FL 359.88 TO 361.10 INV. 357.95 fc 361:35 23 CB FL FL35983 5.026 TP 360.60 TC 361.10 TC 359.80] ГР 360.85 2%4.1% 4192% TC 360.56 ГС 360.75 - FL 359.30
-TC 361.35 _ FL 360.25 то 361.1- TC 360.00
-TC 361 35
TG 360.40 ГР 360.85 ТР 360.85 ТС 36 1.0L 360.067 BLDG. #3 INV. 358.27 LTC 361.35 352
TP 360.85- 'FL 360,58 -ТР 360.87 LTC 361.04
TP 360.85 BL D6 FL 360.54 FF=361.27 BLOG. #4

BLDG RET
361 F=361,9;#2 TC 360.81 PE=360.6 FF=361.27 BASIN P/L
EXISTING 3" GAS MAIN- EXISTING CABLE/TELE- PE=360.8 FL 360.31 PE=360.8
6" HOPE 10 ТР- 36035 ГТС 361.3! C 360.82 TC 360.57
ТР 360.85 FL 360.32 FL 360.07 IS 6077] 5360:

TG 360.40 TC 361.3
INV. 358.67 TC 359.98 360 359 358 357 356 355
-TC 361.35 •m TC 360.14 FL 359.48
ГР 360.85 FTC 361.35 FL 359.64
2% 2 TP. 3608534 -TC 359.60 TC 359.52
TG 360.40 2% TC 361.3634FL 359.10 /FL 359.02
1030035 TC 361.10-
INV. 359.15 2% 0.5% 0.5%2% TP 360.86 TC 361.10
C 361.43 20%6 ТР.350.6р ITP 360.60
TS 360.978 FS 360.77 15360.11 8D
N 309440 W TC 361.10 PET. A S
/FL 361.43 . FL 360.834 [C 361.83 8
20122

0.50% EXISTING RAW • 0.50% FL 361.06 0.50%
360.62
N. 89°56"46 571.331
4soh TC 361.38 SIDEWALK TC 357.65 BOSE MOU
FL 360.88 ROSEMOUNT AVE FL 357.15
(FL 351.85 SS
C/L TC 359.75
TC 361.28 1.89% (TC 357.52 TC. 356.53 (H 355.5311 (1.30%) 8"W FL 359.25 (FL 357.02 CB5- FL 356.03 (FL 355.04) (FL 351.78) 360.56 FL 360.78

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