Attachment 12 - Design Review Package — Lake Elsinore City Council, November 18, 2025

VICINITY MAP 1 N.T.S.

NORTH
PROJEC
T LOCA
TION
GRA
ND
AV
ENU
E KATH
LYN W
AY
VA

IL STREET

LAKE ELSINORE
TURN
ER
STREET
KATH
LYN W

AY TURTLE D
OVE D
RIVE

LEGAL DESCRIPTION
SCOPE OF WORK :

PROPOSE CONSTRUCTION OF TWO NEW COMMERCIAL/INDUSTRIAL ONE STORY

BUILDINGS WITH FIRST AND SECOND FLOOR OFFICES FOR OFFICE AND INDUSTRIAL USES.

ZONING WILL BE CHANGED FROM GENERAL COMMERCIAL (GC) AND HIGH- DENSITY RESIDENTIAL (HDR) TO COMMERCIAL MANUFACTURING (C-M).

LEGAL DESCRIPTION:

LEGAL DESCRIPTION FOR ALL 2 LOTS
RECORDED BOOK | PAGE: MB 6/296
SUBDIVISION NAME: RESUB OF BLK D OF ELSINORE
LOT | PARCEL: 19
BLOCK: D AND TRACT:

GENERAL LAND USE
EASEMENT NOTES:

AN EASEMENT IN FAVOR OF COUNTY OF RIVERSIDE FOR PUBLIC ROAD, DRAINAGE, UTILITIES AND INCIDENTAL PURPOSES RECORDED OCTOBER 17, 1991, AS INSTRUMENT NO. 1991-359909, COUNTY OF RIVERSIDE OFFICIAL RECORDS.

NO OTHER EASEMENTS AFFECT SAID PROPERTY.

SCOPE OF WORK
PROJECT DATA - BUILDING ANALYSIS 9
SITE
AREA
BUILDING 1-PHASE I

FIRST FLOOR OFFICE

TOTAL OFFICE BUILDING

AREAS -

SECOND FLOOR OFFICE

WAREHOUSE
SUITE 101 SUITE 102
894 SF
748 SF
1,642 SF
894 SF
748 SF
1,642 SF
21,496 SF
-

TOTAL BUILDING SF
TOTAL 23,138 SF
21,496 SF
-
23,138 SF
46,276 SF

BUILDING COVERAGE

AUTO PARKING PROVIDED

SEMI-TRALER

PROVIDED

PER LEMC SECTION

17.148.050
BUILDING 2-PHASE II (FUTURE)
SUITE 201 SUITE 202
894 SF
748 SF
21,600 SF
-
23,242 SF
46,484 SF
894 SF
748 SF
21,600 SF
-
23,242 SF

TOTAL BUILDINGS
3,576 SF
2,992 SF
6,568 SF
-
86,192 SF

SQUARE FOOT
ACRES

FIRST FLOOR OFFICE

TOTAL OFFICE
-

SECOND FLOOR OFFICE

WAREHOUSE
TOTAL 92,760 SF
92,760 SF TOTAL BUILDING SF

BUILDING COVERAGE

AUTO PARKING PROVIDED

SEMI-TRALER PROVIDED
89,768 S.F. (30.64 %)
180 STALLS 9' x 18'
TYPE B (12' X 40' x 14' H.)
TYPE C (12' X 55' x 14' H.)
4 TYPE B
0 TYPE C
294,993 SF /292,968 SF
6,77 ACRES/6.73 ACRES

TOTAL BUILDINGS
DEDICATION = 2,025 SF (9'-0")
1,642 SF 1,642 SF
TYPE A (12' X 20' x 14' H.)
SITE 1
+/-136,640 (3.14 AC)
SITE 2 (FUTURE)
+/-156,328 (3.59 AC)

ALL PHASES

APPLICANT/OWNER
MR. GUY SELLECK, C/O

GEM INVESTMENTS, LLC
1207 N. E. STREET
ANAHEIM, CA 92805
O: 877.405.1110
F: 877.366.6221
C: 916.216.9288
001
002
003
004
005
006
007
008
009
010
011
012
013
014
015
016
017
018
025
026
027
029
TO
038
A-1 COVER SHEET
A-1FD1 FIRE ACCESS EXHIBIT
A-1FD2 FIRE ACCESS EXHIBIT DETAILS
A-2 SITE PLAN, PROJ. DATA, VICINITY MAP
A-3 BUILDING 1 FLOOR PLAN
A-4 BUILDING 2 FLOOR PLAN - II (FUTURE)
A-4.1 BUILDING 2-OFFICE - II (FUTURE)
A-5 TRUCK DOCK FLOOR PLAN I
A-6 TRUCK DOCK DETAILS PLAN II (FUTURE)
A-7 ROOF PLAN
A-8 SITE PLAN FENCE & GATE- DETAILS
A-9 SIGN- SITE WALL DETAILS
A-10 TRUCK DOCKS ADDITIONAL DETAILS
A-11 BUILDING 1 ELEVATIONS
A-12 BUILDING 2 ELEVATIONS
A-13 SECTIONS
A-14 SECTIONS - DETAIL
A-15C COLOR ELEVATIONS (11"x17") TO
A-22C COLOR ELEVATIONS (11" x17")
A-23R COLOR VIEW (11" x17")
A-24R COLOR VIEW (11" x17")
A-25V COLOR VIEW (11" x17") TO
A-35V COLOR VIEW (11" x17")

SHEET INDEX
039
040
041
042
043
044
045
046
C-1 TITLE SHEET
C-2 SHEET INDEX
C-3 PRELIMINARY

GRADING
PLAN
C-4 PRELIMINARY

GRADING
PLAN
C-5 K-1 DRAINAGE
PLAN
C-6 SECTION AND

DETAILS
L-1 PRELIMINARY

LANDSCAPE
PLAN
L-2 PRELIMINARY

FENCING
PLAN

APPLICABLE CODE
2022 EDITION OF THE CALIFORNIA STANDARDS CODES ADOPTING

ORDINANCES, WITH CITY OF LAKE ELSINORE AMENDMENTS
THE 2022 EDITION OF THE CALIFORNIA BUILDING CODES ARE EFFECTIVE ON JANUARY 1, 2023.

ENFORCEMENT OF THESE CODES BY THE CITY OF LAKE ELSINORE IS MANDATED BY THE STATE OF CALIFORNIA. THE CITY HAS MADE CERTAIN AMENDMENTS TO THESE CODES AS ALLOWED BY THE STATE LAW. THESE

AMENDMENTS ARE BOTH ADMINISTRATIVE AND TECHNICAL IN NATURE AND

ARE BASED UPON LOCAL CLIMATIC, GEOGRAPHY, AND TOPOGRAPHICS CONDITIONS IN THE CITY WARRANT AMENDING THE TECHNICAL CODES. THE

FORMALLY ADOPTED ORDINANCE FOR THE TECHNICAL CODE, WHICH

INCLUDE THE CITY, COUNTY'S AMENDMENTS, ARE LISTED BELOW ORDINANCE AND THE FULL TEXT OF THE ORDINANCE WILL BE PROVIDED.
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA ADMINISTRATIVE CODE
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA GREEN BUILDING STANDARD CODE
2022 CALIFORNIA BUILDING CODE, TITLE 24 DISABLE ACCESS
REGULATIONS, SECTION 1.9.1, AND LAKE ELSINORE MUNICIPAL CODE CONSULTANTS 7

SOILS & INFILTRATION
GEOCON WEST INC.

LISA BATTAITO
41571 CORNING PL #102
MURRIETA, CA 92562
(951) 304-2300. [email protected]

LANDSCAPE ARCHITECT

ROYAL OAK DESIGN

SYLVIA LYONS
10252 GOLDEN YARROW LANE
ALTA LOMA, CA 91701
(909) 244-9667. [email protected]
PHASE 1 ENVIRONMENTAL ESA

SOUTH SHORE TESTING & ENVIRONMENTAL
23811 WASHINGTON AVENUE, SUITE C110 #112
MURRIETA, CA 92562
(951) 239-3008
[email protected]

ELECTRICAL SITE LIGHTING ENGINEERING PLAN

MIKE RICHARDSON

RICHARDSON ENGINEERING

CONSULTING ELECTRICAL

ENGINEERS
(208)-255-1600
[email protected]

ARCHITECT

JCM ARCHITECT
(714) 543-8352
[email protected]
CIVIL
W.H. CIVIL
25 MAUCHLY, SUITE 323
IRVINE, CA 92618
1590 OAKLAND ROAD, SUITE B112.

SAN JOSE, CA 95131

MD ACOUSTICS (GHG & AQ)

MIKE DICKERSON
1197 LOS ANGELES AVE, STE C-256
SIMI VALLEY, CA 93065
805-426-4477. [email protected]

TRAFFIC ENGINEER

TJW ENGINEERS

THOMAS WHEAT
6 VENTURE, STE 265 IRVINE, CA 92618
949-878-3509. [email protected]

CULTURAL RESOURCE

CRM TECH

CULTURAL & PALEO RESOURCES CONSULTANT
1016 E. COOLEY DRIVE SUITE B
COLTON, CA 92324
(909) 824-6400
[email protected]

HERNANDEZ ENVIRONMENTAL GENERAL BIO

JUAN & SHAWN HERNANDEZ
17037 LAKESHORE DRIVE
LAKE ELSINORE, CA 92530
909-579-1657.

JUANHERNANDEZENVIRONMENTAL.COM
UTILITY PURVEYORS 8
UTILITY PURVEYORS:

SCHOOL DISTRICT:

SCHOOL DISTRICT.

UTILITIES:

WATER:

ELSINORE VALLEY WATER DISTRICT
31315 CHANEY STREET
P.O. BOX. 3000
LAKE ELSINORE, CA 92530
TEL: 951-674-3146
FAX: 951-674-9872
WWW.EVMWD.COM
SANITARY SEWER:

SEWER
P.O. BOX 3000
31315 CHANEY STREET
LAKE ELSINORE, CA 92530

ELSINORE VALLEY MUNICIPAL WATER

DISTRICT
TEL: (951) 674-3146
NOTES: 1. PROJECT IS NOT WITHIN A SPECIFIC PLAN

2. PROJECT IS NOT WITHIN A COMMUNITY FACILITY DISTRI CT STORM SEWER:

RIVERSIDE COUNTY WATER

AND CONSERVATION DISTRICT
1995 MARKET STREET
RIVERSIDE, CA 92501
TEL: 951-955-1200
ELECTRIC:
25620 JEFFERSON AVENUE
MURRIETA, CA. 92562

SOUTHERN CALIFORNIA EDISON
TEL: (877) 238-0092
GAS:
24487 PRIELIPP ROAD
WILDOMAR, CA. 92592

SOUTHERN CALIFORNIA GAS COMPANY
TEL: (951) 249-8300
TELEPHONE:

VERIZON
TEL: 800-483-5000
TELEVISION:

SPECTRUM
TEL: 909-975-3398
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268
BUILDERSMAX INC.
18282 GRAND AVENUE LAKE ELSINORE CA
92530
1207 N. E STREET
ANAHEIM, CA 92805
P: 877.405.1110
WWW.BUILDERSMAX.COM
No. C 17030
Exp. 01-31-26

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-1

COVER SHEET

ROME HILL

COMMERCIAL
18282 GRAND AVENUE

LAKE ELSINORE CA
92530
2 4
3 56
BLDG #1
R 24' - 0"
R 34' - 6"
R 45' - 0"

FIRE TRUCK TURNING RADIUS

GRAND AVENUE
BLDG #2
(FUTURE)
170
160

VACANT LAND
(ZONING
'C-1/C-P')

VACANT LAND
(ZONING 'W-1')

VACANT LAND
(ZONING 'R')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'W-1')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING BUILDING
IN (ZONING 'C-1/C-P')
225.01'
N36°30'09E
1081.00'
N53°30'43E

SEMI- TRUCK

TURNING
RADIUS
45 FOOT

SEMI- TRUCK

TURNING RADIUS
55 FOOT
A-6
1 (EXISTING CMU WALL)
+/- 719' -6"
31 31
02 08
09 15
16 31
40 41
49 50
65 58
66 82
83 91
92 104
119
107
120
135
151
139
105 106
68 28' - 0 1/16"
90 100
110
140
145
173
123
28A 28A
28A
32 32
40' - 0"
19A
12' - 0 1/16"
32 32
32 32
32 40' - 0"
R 24' - 0" R 45' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0" R 45' - 0"
R 24' - 0" R 45' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0" R 45' - 0
"
R 24' - 0"
R 45' - 0"
09 09
09 09

TRUE NORTH

REFERENCE NORTH
421'-8" ( NEW 6'-0" H.WROUGHT IRON FENCE)
150'-0" ( NEW 6'-0" H. CMU WALL)
75'-0" ( NEW 6'-0" H. W.I. FENCE)
23B
A-2
1 36' - 0"

TYPE C TRUCK

LOADING
12'-0" x 55'-0" x
14'-0" CLR. HEIGHT
55' - 0"
12' - 0"
60' - 0"
60' - 0"
60' - 0"

SETBACK
10' - 0"

SETBACK
10' - 0"
25 23B
13 5' - 5 7/8"

SETBACK
10' - 0"

FIRE TRUCK
45' - 0"
220' - 0" 256' - 0"
149' - 0"
29 30 59' - 0"
50' - 0"
38' - 0"
14' - 0"
24' - 6" 11' - 6"
21' - 0"
9' - 0"
35 25
34 COUNTY JURISDICTION

BOUNDARY COUNTY JURISDICTION

CITY JURISDICTION
24' - 0"
15' - 0"

PHASE - I

PHASE - II

PHASE IIPHASE I
10' - 0"
205' - 0"
28' - 0"
69 FUTURE
18 30
140
SITE 1
489' - 0"
SITE 2
811' - 8 1/16"
SITE 2 (FUTURE)
811' - 7 1/8"

PROJECT DATA
PROJECT DESCRIPTION :

PROPOSE NEW TWO 2-STORY COMMERCIAL BUILDINGS WITH OFFICES AND WAREHOUSES APN: 371-150-017. (CITY OF LAKE ELSINORE)
SITE ZONING : R-3 (HIGH DENSITY RESIDENTIAL). PROPOSED: C-M (COMMERCIAL MANUFACTURING) GENERAL LAND USE:

LAKE ELSINORE SPECIFIC PLAN:

LAND USE DESIGNATION: LIMITED INDUSTRIAL (LI)
ZONE: COMMERCIAL MANUFACTURING (C-M)
BUILDING SETBACK REQUIREMENTS FOR C-M (LEMC 17.132.070) FRONT YARD: AVERAGE 20', BUT NOT LESS THAN 15'
SIDE & REAR YARDS: NO SETBACK REQUIRED EXCEPT ADJACENT TO A PUBLIC RIGHT-OF-WAY OR A RESIDENTIAL USE. THEN MIN. OF 15' REQUIRED.

BUILDING HEIGHT (LEMC 17.132.080)
HEIGHT: 45' MAXIMUM
GROSS AREA = 294,674 SF (+/- 6,76 ACRES). 2 LOT COMBINED: LOT 1 = +/- 196,442 SF (4.50 ACRES) AND LOT 2 = +/- 98,232 SF (2.26 ACRES).

LOT AREA AFTER 9 FEET DEDICATION (2,025 SF) AT FRONT = 294,674 SF - 2,025 SF = 292,649 SF ( +/-6.72 ACRES)
USES: B- OFFICE, S-1- WAREHOUSE
CONSTRUCTION TYPE: II-B, SPRINKLERED: YES, FOR BUI LDINGS BUILDINGS:

BUILDING NUMBER OF STORY = 2 STORY HEIGHT = 24'-0" ABOVE FIRST FLOOR SITE IN PHASE I: AREA = +/- 136,943 SF. (3.14 ACRES)
BUILDING 1: (SUITE 101 & 102)- PHASE I
SUITE 101:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,496 SF
SECOND FLOOR:

OFFICE = 748 SF,
TOTAL SUITE 101 = 22,390 SF + 748 SF = 23,138 SF
OCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT BUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F. 894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,496 S.F./500 = 42.992 OR 43 OCCUPANTS 748 SF/150 = 4.98 OR 5 OCCUPANTS
TOTAL OCCUPANTS = 6 + 43 + 5= 54 OCCUPANTS
SUITE 102:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,496 SF
SECOND FLOOR:

OFFICE = 748 SF,
TOTAL SUITE 102 = 22,390 SF + 748 SF = 23,138 SF
OCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT BUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F. 894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,496 S.F./500 = 42.992 OR 43 OCCUPANTS 748 SF/150 = 4.98 OR 5 OCCUPANTS
TOTAL OCCUPANTS = 6 + 43 + 5= 54 OCCUPANTS
TOTAL SUITES 101 + 102 = 23,138 SF + 23,138 SF = +/-46,276 SF SITE IN PHASE II: AREA = 292,649 SF - 136,943 SF. = +/- 155,706 (3.57 ACRES) BUILDING 2: (SUITE 201 & 202) - PHASE II (FUTURE)
SUITE 201:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,600 SF
SECOND FLOOR:

OFFICE = 748 SF,
TOTAL SUITE 201 = 22,494 SF + 748 SF = 23,242 SF
OCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT BUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F. 894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,600 S.F./500 = 43.2 OCCUPANTS 748 SF/150 = 4.98 OR 5 OCCUPANTS
TOTAL OCCUPANTS = 6 + 44 + 5= 55 OCCUPANTS
SUITE 202:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,600 SF
SECOND FLOOR:

OFFICE = 748 SF,
TOTAL SUITE 202 = 22,494 SF + 748 SF = 23,242 SF
OCCUPANTS PER CBC TABLE 1004.5 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT BUSSINESS: 1 OCCUPANT PER 150 S.F. WAREHOUSE: 1 OCCUPANT PER 500 S.F. 894 S.F./150 = 5.96 OR 6 OCCUPANTS. 21,600 S.F./500 = 43.20 OR 44 OCCUPANTS 748 SF/150 = 4.98 OR 5 OCCUPANTS
TOTAL OCCUPANTS = 6 + 44 + 5= 55 OCCUPANTS
TOTAL SUITES 201 + 202 = 23,242 SF + 23,242 SF = +/-46,484 SF.

PHASE I AND II:

TOTAL FIRST FLOOR = +/-89,768 SF & SECOND FLOOR OFFICE
TOTAL BUILDING AREA = +/- 92,760 SF
BUILDING COVERAGE = +/- 89,768 S.F. (30.67 %)
LANDSCAPE = +/- 89,233 S.F. ( 30.49 %)

ASPHALT PAVING(HARDSCAPE)
= +/-113,648 S.F. (38.84 %)
TOTAL = 292,649 S.F. (100%)
TOTAL OFFICE = 3,575 SF + 2,992 SF = 6,568 SF
TOTAL WAREHOUSE =+/- 86,192 S.F.

FAR: 0.45 MAX ALLOWED FOR LIGHT INDUSTRIAL GENERAL PLAN LAND USE DESIGNATION ACTUAL FAR = 92,760 SF/292,549 SF = 0.317 < 0.45 MAX. ALLOWED LANDSCAPE AREA:

MIN. LANDSCAPE AREA = 12%. ACTUAL LANDSCAPE AREA IS +/- 30.49>12% MIN.

WASTE/RECYCLE AREA TRASH ENCLOSURE WITH ONE 3-YARD NON-HAZARDOUS WASTE BIN & ONE 3 YARD RECYCLABLE BIN. SOLID WASTE BINS PROVIDED = 3 CUBIC YARD BIN RECYCLE BINS PROVIDED = 3

CUBIC YARD BIN
PARKING PROVIDED: PARKING IN ACCORDANCE WITH SECTION 17.148.030.B. OF LEMC ONE SPACE PER 250 S.F. OF OFFICE,
PARKING SPACE REQUIRED FOR BUILDING 1:

OFFICE AREA =2 X 1,642 SF. 2 X 1,642 SF/250 = 2 X 6.568 = 13,136 OR 14 SPACES WARE HOUSE AREA = 2 X 21,496 SF. (2 X 21,496 SF)- 20,000 SF = 42,992 SF - 20,000 SF = 22,992 SF THEREFORE, 20,000/400 + 22,992/1000 = 50 + 22.992 = 72.992 OR REQUIRES 73 .

TOTAL REQUIREMENT = 14 + 73 = 87 SPACES
PHASE - I: PROVIDED 82 SPACES WITH 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES (12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.

BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS.

BUILDING 1 AND 2:

TOTAL OFFICE AREA = 6,568 SF/250 = 6,568/250 = 26.272 OR REQUIRES 27 SPACES

COMMERCIAL MANUFACTURING DISTRICT,
ONE PARKING SPACE SHALL BE PROVIDED FOR EACH 400 SQUARE FEET OF UNIT AREA UP TO 20,000 SQUARE FEET, PLUS ONE SPACE FOR EACH 1,000 SQUARE FEET OF UNIT AREA OVER 20,000 SQUARE FEET, PLUS ONE SPACE FOR EACH 1,000 SQUARE FEET OF OUTSIDE SALES, DISPLAY OR STORAGE AREA. (92,760 SF-6,568 SF) - 20,000 S.F. = 66,192 S.F. THEREFORE, 20,000/400 + 66,192/1000 = 50 + 66.192 = 116.192 OR REQUIRES 117 . TOTAL REQUIREMENT = 27 + 117 = 144 SPACES ACCESSIBLE STALL REQUIRED PER CBC TABLE 11B-208.2 AND 11B-502.2:
101 TO 150.....................................5 REQUIRED, INCLUDING 1 VAN ADA ACCESSIBLE SPACE 151 TO 200.....................................6 REQUIRED, INCLUDING 1 VAN ADA ACCESSIBLE SPACE 201 TO 300.....................................7 REQUIRED, INCLUDING 2 VAN ADA ACCESSIBLE SPACES 6 ADA ACCESSIBLE REQUIRES 1 ADA VAN ACCESSIBLE SPACES.
7 TO 12 ADA ACCESSIBLE REQUIRES 2 ADA VAN ACCESSIBLE SPACES.

PROVIDED: 173 SPACES INCLUDING 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES (12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.

BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS. (1) TYPE B LOADING SPACE (12' x 40' x 14'-0" H. CLEARANCE) NOT REQUIRED FOR SUITE (7,500- 15,000 SF) FOR SUITE 101,102,201,202
REQUIRES (0) TYPE C LOADING SPACE (12' x 55' x 14'-0" H. CLEARANCE) FOR SUITE (40,000- 50,000 SF) PER SECTION 17.148.050 OF LEMC

EVCS NOTES
EVCS NOTE: ( SEE NOTE 33A, 33B, 33C AND 33D OF SITE PLAN NOTE)

1. "EVCS" TEXT SHOWN AS BEING WRITTEN ON THE PAVED SURFACE OF DESIGNATED PARKING SPACES ARE SHOWN ONLY FOR THE

PURPOSE OF SHOWING THE SPACES WHERE THERE IS UNDERGROUND AND/OR SURFACE MOUNTED RACEWAYS NECESSARY FOR THE SUPPORT OF FUTURE EV CHARGING EQUIPMENT.

2. APPROPRIATE TEXT WILL BE PAINTED ON THE PAVEMENT OF THE PAR KING SPACE AT THE TIME THAT THE EQUIPMENT FOR THE CHARGING IS ACTUALLY INSTALLED.

SITE PLAN KEY NOTES

1. LANDSCAPING.

2. TRASH ENCLOSURE W/ ONE 3-YD. NON-HAZARDOUS WASTE BIN & ONE 3-YD. NON-HAZARDOUS RECYCLABLE BIN. WITH ROOF.

3. PARKING.

4. ACCESSIBLE PARKING
4C. 9'-0" WIDE ELECTRIC VEHICLE CHARGING STATION PARKING

5. FIRE HYDRANTS.
5A. EXISTING FIRE HYDRANT
5B. FIRE SPRINKLER RISER

6. (N) 8'-0" H. WROUGHT IRON FENCE.

7. FLAG POLE
7A. MONUMENT SIGN

8. BOLLARD KEYPAD.
8A LIGHT POLES, WALL MOUNTED LIGHT, OR BOLLARD LIGHT, SEE CO NCEPTUAL LIGHT PLANS

9. 4'-0" W. MIN. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY, SEE D ISABLED ACCESS NOTES.

10. 5'-0" x 5'-0" LEVEL LANDING. SEE DISABLED ACCESS NOTES. 10A. DETECTABLE WARNING SURFACE

11. ASSUMED PROPERTY LINE, PER CBC 503.3.

12. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF AL L BUILDINGS & SHALL BE VISIBLE & LEGIBLE FROM STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.

13. PROVIDE A BOX KEY.AS REQUIRED BY FIRE CODE 902.4. LOCATI ON AT MAN ENTRANCE/EXIT. KEY BOX TO BE DESIGNED PERCOUNTY FIRE DEPT. REGULATIONS. MOUNT ON WALL OR FENCE.

14. RAMPS SHALL NOT ENCROACH INTO ANY.ACCESSIBLE PARKING S PACE OR THE ADJACENT .ACCESS SITE.

15. PROVIDE A KNOX BOX (FIRE. DEPT. LOCK BOX) AT THE OFFICE. B OX TO CONTAIN 4 SETS OF BUILDING M.ASTER KEYS, FIRE ALARM PANEL KEYS. BOX TO BE MOUNTED AT 6' M.AX. ABOVE WALLS.

16. FIRE SIGNS- "NO PARKING" SIGNS FOR FIRE LANE ARE REQUIRE D WITH IN 90'-0" TYPICAL, 100'-0" MAX. SPACING.

17. SITE LIGHTING-WALL OR SURFACE MOUNTED. SEE ELEV. AND ELE C. DWGS. CAN BE REACHED WITHIN 75 FEET OF TRAVEL.

18. TRUCK DOCK

19. 2 BICYCLE SPACES. BIKE RACKS
19A. ENHANCED CONCRETE TEXTURE

20. 12" WIDE CONCRETE STRIPE PAVING BETWEEN PARKING AND LAND SCAPE AREA

21. LID WQ BASIN. SEE CIVIL PLANS

22. ACCESS ROAD (AT EARTH FAULT LINE WITH 25 FEET SETBACK.)

23. 5'-0" TO 6'-0" H. (E) CMU WALL AT PROPERTY LINES
23A. 6'-0" H. (N) SPLIT FACE CMU WALL AT THE PROPERTY LINES. S EE LANDSCAPE PLAN FOR EXISTING AND NEW. 23B. 6'-0" (N) WROUGHT IRON.

24. 40'-0" WIDE (DOUBLE 20'-0" WIDE) x 7'-0" H. WROUGHT IRON GATE FIRE EMERGENCY FIRE DEPARTMENT ACCESS WITH KNOX BOX.

SEE NOTE #15

25. 3'-0" W. x 7'-0" H. WROUGHT IRON SWINGING GATE.

26. 26'-0" MIN. WIDE FIRE LANE.

26. DECORATIVE COLOR PAVEMENT AT DRIVEWAY ENTRY TO BE STAMPE D CONCRETE PAVEMENT, 20'-0" MIN.

27. EVCS PARKING TO HAVE EV CHARGER READY. INSTALL UNDERGR OUND CONDUIT FOR FUTURE INSTALLATION OF EV CHARGER

28. 12' x 14' H. CLEARANCE LOADING FOR SEMI-TRAILER OR TRUC K. 28A. 12' x 55' x 14' H. CLEARANCE LOADING FOR SEMI-TRAILER OR TRUCK. 10% SLOPE TRUCK DOCK (EDGE DOCK INSTALLED WITH "EDGE-O-DOCK" BY KELLEY).

29. INFILTRATION BASIN, SEE CIVIL DRAWINGS.
30 FLOW OUTLET, SEE CIVIL DRAWINGS.

31. ASPHALT PAVER OVER EASEMENT.

32. 42" H. GUARDRAIL.
33A. PARKING MARKED 'CLEAN AIR/VAN POOL/EV' DESIGNATED FO R ANY COMBINATION OF LOW-EMITTING, FUEL-EFFICIENT AND CARPOOL/VAN POOL VEHICLES OR CLEAN AIR VEHICLE (CAV) PER CALGREEN CODE TABLE 5.106.5.2 33B. PARKING MARKED 'EVCS' DESIGNATED FOR EV PARKING WITH CHARGER AND SIGN (WITH UNDERGROUND ELECTRICAL CONDUIT AND CHARGER INSTALLED OR 'EVSE-INSTALLED'. INSTALL A MINIMUM NUMBER OF LEVEL 2 EV CHARGING STATIONS.

SIGN IS NOT REQUIRED IF FEWER THAN 4 EVCS PROVIDED PER CBC 11B-812.8.1 ). SEE DETAIL 33C. PARKING MARKED 'EVSE' DESIGNATED FOR FUTURE ADA ACCE SSIBLE EV PARKING WITH FUTURE CHARGER AND SIGN (EV READY

WITH UNDERGROUND ELECTRICAL CONDUIT AND EVSE READY OUTLET INSTALLED-INSTALL ELECTRICAL PANEL CAPACITY AND RACEWAY WITH CONDUIT TO TERMINATE IN A JUNCTION BOX OR 240-VOLT CHARGING OUTLET (TYPICAL CLOTHING DRYER OUTLET).
33D. PARKING DESIGNATED FOR CLEAN-AIR VEHICLE (CAV) AND E V CAPABLE ONLY WITH FUTURE CHARGER AND SIGN (IF 4 OR MORE EV

SPACES) INSTALLED (ELECTRICAL CONDUIT ONLY INST

ALLED- 'EV-CAPABLE' INSTALL ELECTRICAL PANEL CAPACITY WITH A DEDICATED BRANCH CIRCUIT AND A CONTINUOUS RACEWAY FROM THE PANEL TO THE FUTURE EV PARKING SPOT.) SEE DETAIL

34. NDS TUFFTRACK CROSS ROAD PAVER. SEE LANDSCAPE PLAN

35. BASIN SLOPE TO BE 4:1, SEE CIVIL DRAWINGS.CODE ANALYSIS 3 BLDG. JUSTIFICATIONS- CBC
BLDG. AREA PER
FLOOR
(S.F.)
TOTAL
AREA

OCCUPANCY
(SEC. 302)

CONSTRUCTION
TYPE (SEC. 602 )

SPRINKLERED
(YES/NO)

ALLOWABLE

BASIC AREA ,
S.F. (TABLE
506.2)
(NO

SPRINKLERED)

NUMBER OF

STORIES
(TABLE 504.4)
(NO

SPRINKLERED)
(If)

ALLOWABLE
AREA

INCREASE DUE

TO STREET

FRONTAGE
(SEC. 506.2)

ALLOWABLE AREA

INCREASE DUE TO FIRE

SPRINKLERED FOR
BLDG. WITH ONE
STORY (*) & MORE
THAN 1 STORIES

ABOVE GRADE
(SEC. 504.3)
COM-

PLIANCE
(YES/NO)
STE.-101&102-1ST. FLR.-OFFICE II-B YES 23,000 S.F. 3 & (55'-0" MAX.)

ALLOWABLE

HEIGHT AND
STORY

INCREASE
DUE TO

SPRINKLERED
(SEC. 504.2)
N/A 92,000 (*)/ 69,000 4 & (75'-0" MAX.)894 & 894
II-B
B
S-1 21,496 & 21,496 YES 17,500 S.F. 2 & (55'-0" MAX.)
YES
NOTE:
903.3.1.1 NFPA 13 sprinkler systems. Where the provisions of this code require that a building or portion thereof be equipped throughout with an automatic sprinkler system in accordance with this section, sprinklers shall be installed throughout in accordance with NFPA 13 except as provided in Section 903.3.1.1.1.

ALLOWABLE
AREA

INCREASE
DUE TO

FRONTAGE
AND

SPRINKLERED
N/A STE.-101&102-1ST.-WAREHOUSE N/A
(*) ONE STORY ABOVE GARDE
70,000 (*)/ 52,500 3 & (75'-0" MAX.) YES
-
II-B
-
YES
-
23,000 S.F. N/A
-
YES
-
N/A
-
STE. 101&102-2ND. -OFFICE 748 & 748 B
-
3 & (55'-0" MAX.)
- -
92,000 (*)/ 69,000
-
4 & (75'-0" MAX.)
-
BLDG. 1 (PHASE - I)
BLDG. 2 (PHASE - II)
STE.-201&202-1ST. FLR.-OFFICE II-B YES 23,000 S.F. 3 & (55'-0" MAX.) N/A 92,000 (*)/ 6 9,000 4 & (75'-0" MAX.) II-B
B
S-1 YES 17,500 S.F. 2 & (55'-0" MAX.)
YES
N/A STE.-201&202-1ST.-WAREHOUSE N/A 70,000 (*)/ 52,500 3 & (75'-0" MAX.) YES -
II-B
-
YES
-
23,000 S.F. N/A
-
YES
-
N/A
-
STE. 201&202-2ND. -OFFICE B
-
3 & (55'-0" MAX.)
- -
92,000 (*)/ 69,000
-
4 & (75'-0" MAX.)
-
894 & 894
21,600 & 21,600
748 & 748

DEDICATION
9' - 0"
26' - 0" 18' - 0"
15' - 0"
6' - 0"
3' - 0"
9' - 0"
6' - 2"
6' - 6"
18' - 0"
9' - 0"
18' - 0"
15' - 0"
9' - 0" 9' - 0" 9' - 0"
R 24' - 0"
R 34' - 6" R 45' - 0"
21' - 0"
6' - 0"
7A
36' - 0"
26' - 0"
SUITE 102

OVERHANG
3' - 0"
6' - 0"
6' - 0"
6' - 0"
34 225.01'
N53°29'52W
15' - 0"

PHASE - I
1" = 50'-0" 4
SITE
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-2

SITE PLAN

SITE PLAN
12A 2B

BASIN AREA
BLDG #1
R 24' - 0"
R 34' - 6"
R 45' - 0"

FIRE TRUCK TURNING RADIUS

GRAND AVENUE
BLDG #2
175
170

VACANT LAND
(ZONING
'C-1/C-P')

VACANT LAND
(ZONING 'W-1')

VACANT LAND
(ZONING 'R')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'W-1')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING BUILDING
IN (ZONING 'C-1/C-P')
225.01'
N36°30'09E
1081.00'
N53°30'43E

75.00'
225.22'
1059.70'
195'
420.16'
194.93'
N53°29'52W
01 28A
01 R 24' - 0"
R 45' - 0" R 24' - 0"
R 45' - 0"
02 02
19 1301.00'
80' - 0"
20' - 0"
20' - 0" 20' - 0"
40' - 0"
20' - 0" 20' - 0"
14' - 0" 14' - 0"
01 17
03 09 22
28' - 0"
33 60
56 06
13' - 8 15/16"
23 23 23 23
23 23B
23B 23A 23A 23B
40-FOOT EMERGENCY FIRE ACCESS EASEMENT
R 24' - 0"
R 45' - 0"
24 01 01
21 21
06 25
21 24 26
26 19
19 27 19 27
159
27 27
5A
+/- 93' - 9"
+/- 93' - 9"
+/- 93' - 9"
+/- 147' - 6"
150.22'
LOT-1
LOT-2
+/- 1301' - 0"
SUITE 101
SUITE 102
SUITE 201
SUITE 202
23A
( NEW 6'-0" H. SPLIT FACE CMU WALL)
+/- 567' - 8 5/16"
225' - 0"
( NEW 6'-0" H. SPLIT FACE CMU WALL)
885' - 0"
(EXISTING CMU WALL)
+/- 719' -6"
31 31
02 08
09 15
16 34
43 44
52 53
68 61
69 84
85 99
101
113
126
116
127
142
158
144
114 115
70 28' - 0 1/16"
90 100
109 120
140
150
180
130
28A
28A 28A
32 32
40' - 0"
19A
12' - 0 1/16"
32 32
32 32 32
32 40' - 0"
R 24' - 0" R 45' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0" R 45' - 0"
R 24' - 0" R 45' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0"
R 24' - 0"
R 45' - 0"
R 24' - 0" R 45' - 0
"
R 24' - 0"
R 45' - 0"
09 09
09 09

TRUE NORTH

REFERENCE NORTH
421'-8" ( NEW 6'-0" H.WROUGHT IRON FENCE)
150'-0" ( NEW 6'-0" H. CMU WALL)
75'-0" ( NEW 6'-0" H. W.I. FENCE)
23B
36' - 0"
60' - 0"
60' - 0"
60' - 0"

SETBACK
10' - 0"

SETBACK
10' - 0"
25 23B
13 5' - 5 7/8"

FIREMAN'S HOSE FROM TRUCK
TO MIDPOINT OF BUILDING, 150'
MAX. EACH DIRECTIONS

SETBACK
10' - 0"

FIRE TRUCK
45' - 0"
220' - 0" 256' - 0"
149' - 0"
29 30 59' - 0"
50' - 0"
38' - 0"
14' - 0"
24' - 6" 11' - 6"
21' - 0"
9' - 0"
35 150' MAX.
150' MAX.

HOSE PULL
3' - 6"
145' - 0"
3' - 0"
145' - 0"
3' - 0"
145' - 0"

FIRE HYDRANT
145' - 6"
3' - 6"
65' - 0" 65' - 0"
145' - 6" 145' - 6"
3' - 0"
25 25 25
34 25

FIREMAN'S HOSE FROM TRUCK
TO MIDPOINT OF BUILDING, 150'
MAX. EACH DIRECTIONS

FIREMAN'S HOSE FROM TRUCK
TO MIDPOINT OF BUILDING, 150'
MAX. EACH DIRECTIONS
21' - 0"
120' - 0"
22' - 0"

COUNTY JURISDICTION

BOUNDARY COUNTY JURISDICTION

CITY JURISDICTION BASIN AREA

PHASE IIPHASE I

PHASE - I PHASE - II
(FUTURE)
FUTURE

VEHICULAR GATE NOTES A

1. PRIOR TO BUILDING PERMIT ISSUANCE, THE APPLICANT OR DEVELOPER SHALL PROVIDE FIRE HYDRANTS IN ACCORDANCE WITH THE FOLLOWING:
a. PRIOR TO PLACING ANY COMBUSTIBLES ON SITE, PROVID E AN APPROVED WATER SOURCE FOR FIREFIGHTING PURPOSES.
b. PRIOR TO BUILDING PERMIT ISSUANCE, SUBMIT PLANS T O THE WATER DISTRICT FOR A WATER

SYSTEM CAPABLE OF DELIVERING FIRE FLOW AS REQUIRED BY THE CALIFORNIA FIRE CODE AND FIRE DEPARTMENT STANDARDS. FIRE HYDRANTS SHALL BE SPACED IN ACCORDANCE WITH THE CALIFORNIA FIRE CODE. HYDRANTS MUST PRODUCE THE REQUIRED FIRE FLOW PER THE CALIFORNIA FIRE CODE.
c. FIRE FLOW SHALL BE DETERMINED BY THE BUILDING OF THE SINGLE LARGEST SQUARE FOOTAGE.

THE MINIMUM FIRE FLOW IS ESTIMATED TO BE 2375 GPM AT 20 PSI FOR A 2-HOUR DURATION, PER THE 2022 CALIFORNIA FIRE CODE. SPECIFIC FIRE FLOW WILL BE DETERMINED WHEN ACTUAL SQUARE FOOTAGE AND CONSTRUCTION TYPE ARE PROVIDED.

2. IN ALL NEW BUILDINGS AND STRUCTURES WHICH ARE 5,0 00 SQUARE FEET OR GREATER, AN

APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE PROVIDED REGARDLESS OF OCCUPANCY CLASSIFICATION. WHERE SECTIONS 903.2.1-903.2.21 OF THE CALIFORNIA FIRE CODE HAVE MORE

RESTRICTIVE REQUIREMENTS THAN THOSE LISTED BELOW, THE MORE RESTRICTIVE REQUIREMENTS SHALL TAKE PRECEDENCE.

3. PRIOR TO BUILDING PERMIT ISSUANCE, INSTALL THE AP PROVED WATER SYSTEM AND CONTACT THE FIRE DEPARTMENT FOR A VERIFICATION INSPECTION.

4. GATES MUST MEET FIRE DEPARTMENT STANDARDS AT THE TIME OF BUILDING PERMIT APPLICATION.

5. FIRE APPARATUS ACCESS: THE CALIFORNIA FIRE CODE R EQUIRES FIRE APPARATUS ACCESS TO WITHIN 300 FEET OF ALL PORTIONS OF ALL BUILDINGS. W HERE APPARATUS ACCESS ROADS EXCEED 300 FEET IN LENGTH, AN APPROVED TURNAROUND IS REQUIRED.

6. PROJECT ACCESS LOOKS TO FALL WITHIN A FLOOD-PLAIN AREA. FIRE DEPARTMENT ACCESS

ROADS SHALL BE ALL-WEATHER CONSTRUCTION, MEANING THAT THEY SHALL BE AVAILABLE DURING ANY INCLEMENT WEATHER EVENT. PLEASE VERIFY THAT ALL ACCESS ROADS SHALL REMAIN OPEN AND ACCESSIBLE IN THE OCCURRENCE OF FLOOD CONDITIONS.

7. IF A PARCEL MERGER IS NOT PROPOSED, EACH PARCEL S HALL HAVE INDEPENDENT ACCESS TO THE CIRCULATING ROADWAY. SHARED ACCESS SHALL BE DOCUMENTED, AND RECIPROCAL ACCESS AGREEMENTS OR DEDICATED ACCESS SHALL BE ESTABLISHED.

8. FIRE APPARATUS ACCESS ROADS SHALL HAVE AN UNOBSTR UCTED WIDTH OF NOT LESS THAN TWENTY-FOUR (24) FEET AS APPROVED BY THE OFFICE OF THE FIRE MARSHAL. THE OUTSIDE TURNING RADIUS SHALL BE A MINIMUM OF 38', E XCLUDING PARKING. IF STREET

PARKING IS TO BE PROPOSED, THE ADDITIONAL WIDTH SHALL BE COORDINATED WITH THE ENGINEERING DEPARTMENT TO ACCOMMODATE THE NECESSARY ADDED STREET WIDTH.

9. THE FIRE APPARATUS ACCESS ROAD SHALL BE OF ALL-WE ATHER SURFACE AND CAPABLE OF SUSTAINING AN IMPOSED LOAD OF 85,000 LBS. GVW. THE FIRE APPARATUS ACCESS ROAD

SHALL BE REVIEWED AND APPROVED BY THE OFFICE OF THE FIRE MARSHAL AND IN PLACE DURING THE TIME OF CONSTRUCTION. (CFC 501.4)

10. ROADS AND GATES MUST MEET ENGINEERING DEPARTMENT AND FIRE DEPARTMENT STANDARDS AT THE TIME OF BUILDING PERMIT APPLICATION. CURRENT STANDARDS REQUIRE THAT DEAD-END ROADS DO NOT EXCEED 1320 FEET IN LENGTH.

11. THE PROPOSED GENERAL PLAN AMENDMENT DOES NOT CRE ATE ANY IDENTIFIABLE CHANGE IN IMPACT TO FIRE AND LIFE SAFETY.

SITE PLAN KEY NOTES

1. LANDSCAPING.

2. TRASH ENCLOSURE W/ ONE 3-YD. NON-HAZARDOUS WASTE BIN & ONE 3-YD. NON-HAZARDOUS RECYCLABLE BIN. WITH ROOF.

3. PARKING.

4. ACCESSIBLE PARKING
4C. 9'-0" WIDE ELECTRIC VEHICLE CHARGING STATION PARKING

5. FIRE HYDRANTS.
5A. EXISTING FIRE HYDRANT
5B. FIRE SPRINKLER RISER

6. (N) 8'-0" H. WROUGHT IRON FENCE.

7. FLAG POLE
7A. MONUMENT SIGN

8. BOLLARD KEYPAD.
8A LIGHT POLES, WALL MOUNTED LIGHT, OR BOLLARD LIGHT, SEE CO NCEPTUAL LIGHT PLANS

9. 4'-0" W. MIN. ACCESSIBLE PATH OF TRAVEL TO PUBLIC WAY, SEE D ISABLED ACCESS NOTES.

10. 5'-0" x 5'-0" LEVEL LANDING. SEE DISABLED ACCESS NOTES. 10A. DETECTABLE WARNING SURFACE

11. ASSUMED PROPERTY LINE, PER CBC 503.3.

12. BUILDING ADDRESS NUMBERS TO BE PROVIDED ON THE FRONT OF AL L BUILDINGS & SHALL BE VISIBLE & LEGIBLE FROM STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND.

13. PROVIDE A BOX KEY.AS REQUIRED BY FIRE CODE 902.4. LOCATI ON AT MAN ENTRANCE/EXIT. KEY BOX TO BE DESIGNED PERCOUNTY FIRE DEPT. REGULATIONS. MOUNT ON WALL OR FENCE.

14. RAMPS SHALL NOT ENCROACH INTO ANY.ACCESSIBLE PARKING S PACE OR THE ADJACENT .ACCESS SITE.

15. PROVIDE A KNOX BOX (FIRE. DEPT. LOCK BOX) AT THE OFFICE. B OX TO CONTAIN 4 SETS OF BUILDING M.ASTER KEYS, FIRE ALARM PANEL KEYS. BOX TO BE MOUNTED AT 6' M.AX. ABOVE WALLS.

16. FIRE SIGNS- "NO PARKING" SIGNS FOR FIRE LANE ARE REQUIRE D WITH IN 90'-0" TYPICAL, 100'-0" MAX. SPACING.

17. SITE LIGHTING-WALL OR SURFACE MOUNTED. SEE ELEV. AND ELE C. DWGS. CAN BE REACHED WITHIN 75 FEET OF TRAVEL.

18. TRUCK DOCK

19. 2 BICYCLE SPACES. BIKE RACKS
19A. ENHANCED CONCRETE TEXTURE

20. 12" WIDE CONCRETE STRIPE PAVING BETWEEN PARKING AND LAND SCAPE AREA

21. LID WQ BASIN. SEE CIVIL PLANS

22. ACCESS ROAD (AT EARTH FAULT LINE WITH 25 FEET SETBACK.)

23. 5'-0" TO 6'-0" H. (E) CMU WALL AT PROPERTY LINES
23A. 6'-0" H. (N) SPLIT FACE CMU WALL AT THE PROPERTY LINES. S EE LANDSCAPE PLAN FOR EXISTING AND NEW. 23B. 6'-0" (N) WROUGHT IRON.

24. 40'-0" WIDE (DOUBLE 20'-0" WIDE) x 7'-0" H. WROUGHT IRON GATE FIRE EMERGENCY FIRE DEPARTMENT ACCESS WITH KNOX BOX.

SEE NOTE #15

25. 3'-0" W. x 7'-0" H. WROUGHT IRON SWINGING GATE.

26. 26'-0" MIN. WIDE FIRE LANE.

26. DECORATIVE COLOR PAVEMENT AT DRIVEWAY ENTRY TO BE STAMPE D CONCRETE PAVEMENT, 20'-0" MIN.

27. EVCS PARKING TO HAVE EV CHARGER READY. INSTALL UNDERGR OUND CONDUIT FOR FUTURE INSTALLATION OF EV CHARGER

29. INFILTRATION BASIN, SEE CIVIL DRAWINGS.
30 FLOW OUTLET, SEE CIVIL DRAWINGS.

31. ASPHALT PAVER OVER EASEMENT.

SIGN IS NOT REQUIRED IF FEWER THAN 4 EVCS PROVIDED PER CBC 11B-812.8.1 ). SEE DETAIL 33C. PARKING MARKED 'EVSE' DESIGNATED FOR FUTURE ADA ACCE SSIBLE EV PARKING WITH FUTURE CHARGER AND SIGN (EV READY

SPACES) INSTALLED (ELECTRICAL CONDUIT ONLY INST

ALLED- 'EV- CAPABLE' INSTALL ELECTRICAL PANEL CAPACITY WITH A DEDICATED BRANCH CIRCUIT AND A CONTINUOUS RACEWAY FROM THE PANEL TO THE FUTURE EV PARKING SPOT.) SEE DETAIL

34. NDS TUFFTRACK CROSS ROAD PAVER. SEE LANDSCAPE PLAN

35. BASIN SLOPE TO BE 4:1, SEE CIVIL DRAWINGS. PROJECT DATA PROJECT DESCRIPTION :

LAKE ELSINORE SPECIFIC PLAN:

BUILDING HEIGHT (LEMC 17.132.080)
HEIGHT: 45' MAXIMUM
GROSS AREA = 294,674 SF (+/- 6,76 ACRES). 2 LOT COMBINED: LOT 1 = +/- 196,442 SF (4.50 ACRES) AND LOT 2 = +/- 98,232 SF (2.26 ACRES).

BUILDING NUMBER OF STORY = 2 STORY HEIGHT = 24'-0" ABOVE FIRST FLOOR SITE IN PHASE I: AREA = +/- 136,943 SF. (3.14 ACRES)
BUILDING 1: (SUITE 101 & 102)- PHASE I
SUITE 101:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,496 SF
SECOND FLOOR:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,496 SF
SECOND FLOOR:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,600 SF
SECOND FLOOR:

FIRST FLOOR:

OFFICE = 894 SF
WAREHOUSE = +/-21,600 SF
SECOND FLOOR:

PHASE I AND II:

TOTAL FIRST FLOOR = +/-89,768 SF & SECOND FLOOR OFFICE
TOTAL BUILDING AREA = +/- 92,760 SF
BUILDING COVERAGE = +/- 89,768 S.F. (30.67 %)
LANDSCAPE = +/- 89,233 S.F. ( 30.49 %)

ASPHALT PAVING(HARDSCAPE)
= +/-113,648 S.F. (38.84 %)
TOTAL = 292,649 S.F. (100%)
TOTAL OFFICE = 3,575 SF + 2,992 SF = 6,568 SF
TOTAL WAREHOUSE =+/- 86,192 S.F.

FAR: 0.45 MAX ALLOWED FOR LIGHT INDUSTRIAL GENERAL PLAN LAND USE DESIGNATION ACTUAL FAR = 92,760 SF/292,549 SF = 0.317 < 0.45 MAX. ALLOWED LANDSCAPE AREA:

MIN. LANDSCAPE AREA = 12%. ACTUAL LANDSCAPE AREA IS +/- 30.49>12% MIN.

WASTE/RECYCLE AREA TRASH ENCLOSURE WITH ONE 3-YARD NON-HAZARDOUS WASTE BIN & ONE 3 YARD RECYCLABLE BIN. SOLID WASTE BINS PROVIDED = 3 CUBIC YARD BIN RECYCLE BINS PROVIDED = 3

CUBIC YARD BIN
PARKING PROVIDED: PARKING IN ACCORDANCE WITH SECTION 17.148.030.B. OF LEMC ONE SPACE PER 250 S.F. OF OFFICE,
PARKING SPACE REQUIRED FOR BUILDING 1:

BICYCLE PARKING: BICYCLE PARKING SPACES: 8 BIKE RACKS.

BUILDING 1 AND 2:

TOTAL OFFICE AREA = 6,568 SF/250 = 6,568/250 = 26.272 OR REQUIRES 27 SPACES

PROVIDED: 173 SPACES INCLUDING 10 ADA ACCESSIBLE SPACES WITH 4 ADA VAN ACCESSIBLE SPACES (12'-0" x 18'MIN.) , 5 EVCS STANDARD 9' x 18' AND 5 EVCS AMBULATORY 12' x 18'.

EVCS NOTES
EVCS NOTE: ( SEE NOTE 33A, 33B, 33C AND 33D OF SITE PLAN NOTE)

1. "EVCS" TEXT SHOWN AS BEING WRITTEN ON THE PAVED SURFACE OF DESIGNATED PARKING SPACES ARE SHOWN ONLY FOR THE

PURPOSE OF SHOWING THE SPACES WHERE THERE IS UNDERGROUND AND/OR SURFACE MOUNTED RACEWAYS NECESSARY FOR THE SUPPORT OF FUTURE EV CHARGING EQUIPMENT.

2. APPROPRIATE TEXT WILL BE PAINTED ON THE PAVEMENT OF THE PAR KING SPACE AT THE TIME THAT THE EQUIPMENT FOR THE CHARGING IS ACTUALLY INSTALLED.

CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-1FD1

FIRE ACCESS

EXHIBIT
1" = 50'-0" 1

SITE- FIRE ACCESS EXHIBIT

FIRE ACCESS EXHIBIT
3 2A 2B

THE ELECTRIC GATE THAT CROSSES THE FIRE DEPARTMENT ACCESS ROADWAY SHALL COMPLY WITH THE FOLLOWING:

IN THE EVENT OF LOSS OF NORMAL POWER TO THE GATE OPERATING MECHANISM, IT SHALL BE

AUTOMATICALLY TRANSFERRED TO A FAIL-SAFE MODE ALLOWING THE GATE TO BE PUSHED OPEN BY

A SINGLE FIREFIGHTER WITHOUT ANY OTHER ACTIONS, KNOWLEDGE, OR MANIPULATION

OF THE OPERATING MECHANISM BEING NECESSARY AND WITHOUT THE USE OF BATTERY BACK-UP POWER; THIS SHALL BE NOTED ON THE PLAN. THE MANUFACTURER'S SPECIFICATION SHEET

DEMONSTRATING COMPLIANCE WITH THIS METHOD OF OPERATION DURING POWER LOSS SHALL BE PROVIDED OR SCANNED DIRECTLY ONTO THE PLAN. SHOULD THE GATE BE TOO LARGE OR HEAVY

FOR A SINGLE FIREFIGHTER TO OPEN MANUALLY, A SECONDARY SOURCE OF POWER BY MEANS OF AN

EMERGENCY GENERATOR OR A CAPACITOR WITH ENOUGH RESERVE TO AUTOMATICALLY AND IMMEDIATELY OPEN THE GATE UPON LOSS OF PRIMARY POWER SHALL BE PROVIDED.

2. THE GATE CONTROL FOR ELECTRONIC GATES SHALL BE O PERABLE BY A KNOX EMERGENCY OVERRIDE KEY SWITCH (WITH DUST COVER). THE KEY SWITCH SHALL BE PLACED BETWEEN 42" AND 48" ABOVE THE ROADWAY SURFACE AT THE RIGHT SIDE OF THE ACCESS GATE WITHIN TWO FEET OF THE EDGE OF THE ROADWAY. THE KEY SWITCH SHALL BE READILY VISIBLE AND UNOBSTRUCTED FROM THE FIRE LANE LEADING TO THE GATE. THE KEY SWITCH SHALL BE CLEARLY LABELED "FIRE DEPT."

3. UPON ACTIVATION OF THE KEY SWITCH, THE GATE SHAL L OPEN AND REMAIN OPEN UNTIL RETURNED TO NORMAL OPERATION BY MEANS OF THE KEY SWITCH. WHERE A GATE CONSISTS OF

TWO LEAVES, THE KEY SWITCH SHALL OPEN BOTH SIMULTANEOUSLY IF OPERATION OF A SINGLE LEAF

ON THE INGRESS SIDE DOES NOT PROVIDE FOR THE WIDTH, TURNING RADII, OR SETBACKS NECESSARY FOR FIRE APPARATUS TO NAVIGATE THE VEHICLE ENTRY POINT. NOTE THIS REQUIREMENT ON THE PLAN.

4. THE KEY SWITCH SHALL BE LABELED WITH A PERMANENT RED SIGN WITH NOT LESS THAN CONTRASTING LETTERS READING "FIRE DEPT" OR WITH A "KNOX" DECAL. NOTE THIS REQUIREMENT ON THE PLAN.

5. ELECTRICAL GATE OPERATION EQUIPMENT SHALL COMPLY WITH UL 325, AND BE DESIGNED, CONSTRUCTED AND INSTALLED PER ASTM F 2200 REQUIREMENTS.

VEHICULAR GATE NOTES A

1. COMMERCIAL BUILDING IS 2-STORY.

2. ALL BUILDINGS ARE EQUIPPED WITH AUTOMATIC TYPE 1 3 FIRE SPRINKLER SYSTEM.

3. PROPOSED ONSITE FIRE HYDRANTS ARE PRIVATE.

4. PROPOSED PRIVATE VEHICULAR GATE.

5. FACILITIES, BUILDINGS OR PORTIONS OF BUILDINGS S HALL BE ACCESSIBLE TO FIRE DEPARTMENT

APPARATUS BY WAY OF AN APPROVED FIRE APPARATUS ACCESS ROAD WITH AN ASPHALT OR

CONCRETE SURFACE CAPABLE OF SUPPORTING THE IMPOSED LOAD OF FIRE APPARATUS WEIGHT OF AT LEAST 78.000 POUNDS.

6. FIRE HYDRANT PROTECTIVE DEVICES (CURBS, RAILS, C ONCRETE-FILLED BOLLARDS, ETC.) SHALL BE

PROVIDED TO PROTECT ALL FIRE HYDRANTS FROM VEHICULAR TRAFFIC WHERE ADJACENT TO

VEHICULAR ACCESS WAYS, SUCH DEVICES SHALL NOT OBSTRUCT USE OF THE HYDRANT CONNECTIONS. A THREE (3) FEET CLEARANCE MUST BE PROVIDED AROUND ALL HYDRANTS.

PRIVATE HYDRANTS ARE TO BE PAINTED OSHA SAFETY RED.

7. PER 2022 EDITION OF NFPA 24

ADDITIONAL FD NOTES B
1' - 10"
1' - 5"

FIRE NOTES
NO

PARKING

VIOLATING VEHICLES WILL

BE CITED OR TOWED AT OWNER'S

EXPENSE
CVC 22658A
CVC 22500.1

POLICE OR SHERIFF'S PHONE NUMBER
2" WHITE REFLECTIVE

LETTERING ON RED

BACKGROUND
2" RED LETTERING ON
WHITE

REFLECTIVE

BACKGROUND
1" RED LETTERING ON
WHITE

REFLECTIVE

BACKGROUND

NO PARKING/ STOPPING

ALL SIGN AND LETTERING
DIMENSIONS ARE MINIMUMS.

ALL SIGNS MUST BE A
MINIMUM OF 14X22 INCHES

IN SIZE WITH LETTERING OF AT

LEAST ONE INCH IN
HEIGHT.

SIGNS SHALL BE SECURELY

MOUNTED FACING THE

DIRECTION OF TRAVEL AND

CLEARLY VISIBLE TO

ONCOMING TRAFFIC

ENTERING THE DESIGNATED
AREA. SIGNS

SHALL BE MADE OF DURABLE
MATERIAL.

FIRE LANE IDENTIFICATION - RED CURBS

ADDITIONAL FD NOTES C

1. FIRE LANE ENTRANCE SIGN(S) SHALL ALSO BE PROVIDED

2. CURBS SHALL BE PAINTED OSHA SAFETY RED.

3. "FIRE LANE - NO PARKING" SHALL BE PAINTED ON TOP OF CURB IN 3" WHITE LETTERING AT A SPACING OF 30' ON CENTER OR PORTION THEREOF.

MARKING FIRE LANES

WORDING

PAINTED
RED 8" MINIMUM

WIDTH ON
PAVING
6" MINIMUM

LETTERING

FIRE LANE

WITHOUT CURB

FIRE LANE STENCIL SHALL BE
SPACED 25 FEET ON CENTER

CURB SECTION
1" = 1'-0"

PAINTED
RED
6" MINIMUM

WIDTH ON
CURB
4" MINIMUM

LETTERING

FIRE LANE

FIRE LANE WITH CURB

CLEAR TO SKY ENCROACHMENT

1. FIRE LANE MINIMUM LANE
REQUIREMENTS: FIRE LANE
MINIMUM WIDTH 20'-0"
BELOW 13'-6" CLEAR TO

SKY ENCROACHMENT
ABOVE 13'-6" = 2'-0" BOTH
SIDES WITHIN 150 FEET OF

TRAVEL DISTANCE TO ALL

PORTIONS OF EXTERIOR
WALLS OF EVERY BUILDING.

2. MINIMUM STANDARDS FOR
FIRE APPARATUS ACCESS.

ALL ACCESS SHALL HAVE A

MINIMUM OUTSIDE
TURNING RADIUS OF 45

FEET, AND MUST BE CAPABLE

OF SUPORTING THE

IMPOSED FIRE APPARATUS
LOADING OF 37 TONS. (503)
CFC.

MIN. VERTICAL CLEARANCE
13' - 6"
MAX. ENCROACHMENT
2' - 0"

FIRE LANE WIDTH
20' - 0" MIN.

MAX. ENCROACHMENT
2' - 0"

CLEAR TO SKY
16' - 0"

FIRE LANE SIGN
CVC 22500.1
SIGN

MOUNTED

ON WALL
FIRE LANE SIGN (#1)
INTERIOR SIGNS 12" x 18"

RED LETTERING ON WHITE
BACKGROUND EXCEPTION:

FIRE LANE

WHITE LETTERING ON RED

BACKGROUND NOT
REFLECTORIZED .063
GAUGE
1'-0" TYP.
1'-6" TYP.
5'-0" A.F.G.

C.L.

SIGNS TO BE MOUNTED AT 25'-0" AT EACH END OF THE
BUILDING AND 30'-0" MIN. TO 50'-0" MAX. A PART FOR THE NEXT SIGNS
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-1FD2

FIRE ACCESS

EXHIBIT

DETAILS
1/4" = 1'-0" 5
A501-NO PARKING CURB FD2
1/8" = 1'-0" 6
A501-NO P F L W-FD2
1" = 1'-0" 7
A501-NO PARKING FIRE LANE-FD2

WAREHOUSE
GENERAL OFFICE-102-1

KNOX BOX
RECEPTION-102-1
ELEC.-102
R.R.-101 BREAK-101
JAN-101
RECEPTION-101-1
ELEC.-102
GENERAL OFFICE-101-1
JAN-101
R.R.-101
BREAK-101
CLOSET-101
CLOSET-102

WAREHOUSE
3' - 0"
17' - 8"
17' - 8"

KNOX BOX
32' - 4"
32' - 4"
3' - 0" 101' - 4" 3' - 0"
10' - 0" 3' - 0" 101' - 4" 3' - 0" 3' - 0" 67' - 4"
3' - 0" 67' - 4"
BLDG-1 ROOMS SQUARE FOOTAGE
BLDG. 1
BLDG-101

FIRST FLOOR - OFFICE
(SF)

SECOND FLOOR - OFFICE
(SF)
RECEPTION OFFICE #1 FILES
442 130 55
BLDG-102
RECEPTION OFFICE #1 FILES
442 130 55
GENERAL OFFICE-1
GENERAL OFFICE-1
342
342
COFFEE
COFFEE
80 80
CLOSET
CLOSET
30 30
GENERAL OFFICE-2
GENERAL OFFICE -2
275
275
BREAK
BREAK
55 55
CLOSET
CLOSET
40 40
HALL
HALL
193
193
NOTE: ELECTRICAL ROOM = APPROX. 65 SF. FIRE RISER R OOM = APPROX. 36 SF.

JANITOR ROOM = APPROX. 49 SF
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-3
BUILDING 1

FLOOR PLAN

PHASE I
3/32" = 1'-0" 1
FIRST-BLDG-01 BUILDING -1 -FIRST FLOOR - PHASE - I
RR-201
RECEPTION-201
CLOSET-201
GENERAL OFFICE-201
BREAK-201
ELEC.-201
JAN-201
R.R.-202
JAN-202
RECEPTION-202
ELEC-202
GENERAL OFFICE-202
CLOSET-202
BREAK-202

WAREHOUSE

WAREHOUSE
256' - 0"
177' - 0"
A-4.1
1 KNOX BOX

KNOX BOX
10' - 0"
BLDG-2 ROOMS SQUARE FOOTAGE
BLDG. 2
BLDG-201

FIRST FLOOR - OFFICE
(SF)

SECOND FLOOR - OFFICE
(SF)
RECEPTION OFFICE #1 FILES
442 130 55
BLDG-202
RECEPTION OFFICE #1 FILES
442 130 55
GENERAL OFFICE-1
GENERAL OFFICE-1
342
342
COFFEE
COFFEE
80 80
CLOSET
CLOSET
30 30
GENERAL OFFICE-2
GENERAL OFFICE -2
275
275
BREAK
BREAK
55 55
CLOSET
CLOSET
40 40
HALL
HALL
193
193
NOTE: ELECTRICAL ROOM = APPROX. 65 SF. FIRE RISER R OOM = APPROX. 36 SF.

JANITOR ROOM = APPROX. 49 SF
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-4
BUILDING 2

FLOOR PLAN

PHASE II
(FUTURE)
BUILDING 2 FLOOR PLAN - (PHASE - II - FUTURE) 3/32" = 1'-0" 1 FIRST-BLDG-02
JAN-201
RR-201 BREAK-201
GENERAL OFFICE-201
CLOSET-201
RECEPTION-201
ELEC.-201
10' - 0"
10' - 0"
BREAK-201-2
GEN. OFFICE-201-2
OFFICE-201-2
FILES-201-2
HALL-201-2
?
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-4.1

BUILDING
2-OFFICE

PHASE II
(FUTURE)
BUILDING 2 - FIRST FLOOR PLAN - OFFICE - (PHASE - II - FUTURE) 1/4" = 1'-0" 1
FIRST-BLDG-02 - PLANNING-ENLARGED
1/4" = 1'-0" 2
SECOND FLOOR - BLDG-2-OFFICE BUILDING 2 - SECOND FLOOR PLAN -OFFICE - (PHASE - II - FUTURE) DN

DOCK-EDGE-O-DOCK

TYPICAL TRUCK DOCK
42" H. GUARD RAIL
42" H. GUARD RAIL
BUILDING 1 BUILDING 1
-48"
-48"
17' - 8"
10' - 8"
5' - 8" 8"

MAN GATE
3' - 0"

TRASH BIN

TRASH BIN
8"
4"
1' - 8" 12' - 0"
17' - 8"
10' - 0"

TRASH ENCLOSURE DOOR
10' - 8"

METAL ROOF

METAL ROOF PURLIN

METAL ROOF BEAM

METAL POST
6' - 0" 2' - 8"

METAL ROOF

METAL ROOF PURLIN

METAL ROOF BEAM

METAL POST
6' - 0" 2' - 8"
8' - 8"
6' - 0" 2' - 8"
8' - 8"
6' - 0" 2' - 8"
18 L
19 B
19 B
20 D
20 D
19 B
18 L
19 B
19 B
20 D
20 D
20 D
6' - 0" 2' - 8"
8' - 8"
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-5

TRUCK DOCK

FLOOR PLAN

PHASE I
FIRST FLOOR PLAN AT TRUCK DOCK AT BUILDING 1 3/32" = 1'-0" 1 FIRST-BLDG-04
3/16" = 1'-0" 2

SITE - TRASH ENCLOSURE

TRASH ENCLOSURE PLAN
3/16" = 1'-0" 3

TRASH ENCLOSURE-EAST

TRASH ENCLOSURE FRONT
3/16" = 1'-0" 4

TRASH ENCLOSURE-NORTH

TRASH ENCLOSURE SIDE
3/16" = 1'-0" 5

TRASH ENCLOSURE-SOUTH

TRASH ENCLOSURE SIDE
3/16" = 1'-0" 6

TRASH ENCLOSURE-WEST

TRASH ENCLOSURE BACK

SLOPE DOWN

TRUCK DOCK

DRAINAGE

KELLY HYDRAULIC

EDGE OF DOCK

LEVELER
0"+/- -48"

FIELD DETERMINE DEPTH OF

CONCRETE VS SLOPE OF TRUCK WELL,

TO ENSURE TRALER DOES NOT HIT

BUILDING ABOVE

THIS PORTION OF RAMP SHALL MATCH

ADJACENT DRIVE MATERIAL ROLL

SURFACE AT OUTSIDE EDGES TO
PROVIDE A DRIVEABLE SURFACE.

COORDINATE WITH LOCAL UHI

REPRESENTAIVE
1 1/2" DIA GUARDRAIL
(GALVANIZED)
1 1/2" DIA

GUARDRAIL
(GALVANIZED)
-10" +/- T.P.

FROM FFE
-10" +/- T.W./T.P.
0"+/- -48"
0"+/-
KM 7230 KELLEY

MECHANICAL EDGE OF

DOCK LEVELER (TYPICAL)
A-10
1 R 24' - 0"
R 45' - 0"
R 24'
- 0"
R 45' - 0"
R 45' - 0"
R 24' - 0"
R 24' - 0"
R 45' - 0"
BUILDING 2 (PHASE - II - FUTURE) BUILDING 2 (PHASE - II - FUTURE)

TRUCK DOCK NOTES

ALL DOCK ELEVATIONS ARE FROM WAREHOUSE FINISH FLOOR ELEVATION

COORDINATE/ FIELD DETERMINE END OF DOCK SWALES AND ADJACENT REQUIRED GRADING WITH CIVIL DRAWINGS & SITE CONDITIONS.

DOOR IS SLOPED AT 1/8" PER FOOT TYPICAL UNLESS NOTED OTHERWISE. SEE PLAN FOR MORE INFORMATION.

DOCK LEVELER INFORMATION:
16 CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-6

TRUCK DOCKS

PHASE II
(FUTURE)
1" = 10'-0" 1

SITE - TRUCK DOCKS
BUILDING 2 - ENLARGED TRUCK DOCK (PHASE II - FUTURE)

BUILT-UP ROOF
TO BE 1/4" MIN.

SLOPE PER FOOT

INTERNAL

DOWNSPOUT

AND OVERFLOW
NOTES:

A.F.F. = ABOVE FIRST FLOOR
A.S.F. = ABOVE SECOND FLOOR
PARAPET @
24'-0" A.F.F.
- -

INTERNAL

DOWNSPOUT AND

OVERFLOW
PARAPET @
24'-0" A.F.F.

PARAPET @
24'-0" A.F.F.

BLDG # 1

BUILT-UP ROOF
TO BE 1/4" MIN.

SLOPE PER FOOT
101
102
201
202
PARAPET @
24'-0" A.F.F.

PARAPET @
24'-0" A.F.F.

PARAPET @
24'-0" A.F.F.
1 A-13
1 A-13
7 8
7 8
8 7
90°
PARAPET @
24'-0" A.F.F.

PARAPET @
24'-0" A.F.F.
7 8
PARAPET @
24'-0" A.F.F.

PARAPET @
24'-0" A.F.F.

BLDG # 2

PHASE - I

PHASE - II (FUTURE)

VACANT LAND
(ZONING
'C-1/C-P')

VACANT LAND
(ZONING 'W-1')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'W-1')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING BUILDING
IN (ZONING 'C-1/C-P')
225.01'
N36°30'09E
1081.00'
1059.70'
195'
420.16'
194.93'
N53°29'52W
1301.00'

COUNTY JURISDICTION

BOUNDARY

PHASE IIPHASE I
FUTURE

ROOF SKYLIGHT

ROOF PLAN NOTES

1. BUILT-UP ROOF WITH 1/4" SLOPE PER FOOT TYPICAL (T PO ROOF)

2. METAL STANDING SEAM ROOF TO BE 1/2" SLOPE TYPICAL

3. TOP OF PARAPET

4. ROOF VENT

5. DOWNSPOUT AND OVERFLOW LOCATION

6. BUILT-UP ROOF SLOPE TO BE INSTALLED WITH TAPERED INSULATION AS REQUIRED WHERE OCCURS. MINIMUM TAPERED INSULATION TO BE 2 INCHES.

7. ROOF MECHANICAL UNIT

8. ROOF MECHANICAL UNIT SCREEN WALL

9. SKYLIGHT
1 CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-7

ROOF PLAN
ROOF PLAN 1" = 40'-0" 2

ROOF PLAN
W.I. PASSAGE GATE DTL.
28 GA.

PERFORATED

METAL SCREEN
2"x2"x11 GA.

STEEL TUBE
POST
10"H., 26 GA.

G.I. SHEET
METAL ON EA. SIDE, PAINTED
6" DIA. STEEL PIPE LOCK GUARD
1"x1"x16 GA. TUBE STEEL

PICKETS WITH SPEAR POINTS
NOTES:

1. PERFORATED METAL SCREEN & STEEL PIPE LOCK GUARD TO BE INSTALLED ON INSIDE FACE OF GATE & FENCE.

2. GATE TO HAVE CLOSER SIM. TO STANLEY SPRING GATE CLOSER.

3. GATE LOCK TO HAVE KEYED OPERATION ON OUTSIDE (P UBLIC SIDE) AND LEVER TYPE

HARDWARE SCHLAGE SERIES-D

4. EXIT GATE SHALL BE OPENABLE FROM THE INSIDE WI THOUT THE USE OF THE KEY, SPECIAL KNOWLEDGE OR EFFORT. FLUSH BOLTS OR SURFACE BOLTS ARE PROHIBITED.

5. GATE SHALL COMPLY WITH REQUIREMENT OF DOORS.
2"x2"x11 GA. HORIZ. TUBE STEEL
3' - 0"

SEE SITE PLAN
TYP. 7'-0" U.O.N.
3'-0" MIN. CLR OPENING
3' - 0" 2' - 0"
10"
4 -

FENCE, SEE
DETAIL
3 -
3"
NOTES:

ALL WROUGHT IRON GATES AND FENCES TO BE PAINTED BLACK. SEE

ELEVATION'S COLOR SCHEDULE

GATE LOCK GUARD

GATE FRAME
6" DIA. x 3" LONG STL.

PIPE LOCK GUARD.

LOCK CASE
BOX
LEVER
HANDLE

ESCUTCHEON
NOTES:

1. GATE FABRICATOR TO VERIFY CASE BOX SIZE WITH HARD WARE. 3 3/8"
6"

45.00°
4 5/8"

BACKSET
2 3/4"
6"
W. IRON FENCE

FOOTING

TYPICAL
1"x1"x16 GA.

TUBE STEEL

PICKETS

W/SPEAR
POINTS
NOTES:

1. DIMENSION BETWEEN PICKETS TO BE 5" O.C.
2"x2"x1/4"

TUBE STEEL

HORIZONTA
L &

VERTICAL

SUPPORTS
2"x2"x1/4"

POST ALL
STL.

MEMBERS

OF FENCE &

GATES TO BE

PAINTED BY

FABRICATOR
.

MIN.
3"
UNO
1' - 0"
3"
8" 6"
(SEE SITE PLAN FOR SPECIFIC HIGH)
7-0" TYP. 8'-0" MAX.
5" U.O.N.
3"
3' - 0"
2' - 9"
W.I. FENCE

TOP OF GATE
TYP.

WROUG
HT
IRON
FENCE

1. DIMENSION BETWEEN PICKETS TO BE 5" O.C.
6'-0" TYP.

SEE SITE PLAN NOTE FOR HIGH
7'-0" TYP.
3' - 0"
1' - 0"
3' - 0"
1' - 0"
5"
W.I. PASSAGE GATE
1"X1"X3/16" INVERTED ANGLE
O/6"W.x1/8"T. PLATE W/3/8"x6"
A.B. @ 2'-0"o/c AT GATE

OPENING (FULL LENGTH OF GATE

TRAVEL)

DRIVE PAVING
CONC. FTG. REBARS A

TOP OF GATE

TRACK DETAIL
A
STL. V-GROOVE

POWER WHEEL

AT SLIDING GATE
NOTES:

1. SLIDING GATE W/ 2"X4"X1/8" STL. TUBE FRAME & 1"x 1"x16 GA. TUBE STL. PICKETS W/SPEAR POINTS @ 3"o/c TO MATCH ADJACENT FENCE. PROVIDE SPEAR POINTS IF COMPATIBLE W/ GATE OPERATOR.

2. CLEAR DIMENSION BETWEEN PICKETS TO BE 5-1/4" EXCEPT 2" MAX. MAX. WHERE FENCE IS ADJACENT TO ROLLING GATE.

A
TYP.

WROUGHT

IRON FENCE

MOTORIZED
GATE

OPERATOR,
ELITE
SL-3000
UL1HP, 2 -
1/2

HP MOTORS
(INSIDE

OF FENCE),

WITH REMOTE

CONTROL
, SEE NOTE #2
2" MAX. CLR. OR
5" OR 5 1/4" O. C.

SEE SITE PLAN NOTE FOR HEIGHT
7' - 0" TYP, UON
1' - 0"
3' - 0"
1' - 0"
3' - 0"
7 -
1'-4" MIN.
1'-0" DEPTH

GATE WIDTH - SEE SITE PLAN
BLDG #1

FIRE TRUCK TURNING RADIUS

GRAND AVENUE

BASIN AREA
BLDG #2
YARD

VACANT LAND
(ZONING
'C-1/C-P')

VACANT LAND
(ZONING 'W-1')

VACANT LAND
(ZONING 'R')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'W-1')

VACANT LAND
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING

BUILDING IN
(ZONING 'R-3')

EXISTING BUILDING
IN (ZONING 'C-1/C-P')
225.01'
N36°30'09E
1081.00'
N53°30'43E

75.00'
225.22'
1059.70'
195'
420.16'
194.93'
N53°29'52W
1301.00'
80' - 0"
20' - 0"
20' - 0" 20' - 0"
40' - 0" 20' - 0" 20' - 0"
14' - 0" 14' - 0" 28' - 0"

STORAGE YARD
6'-0" H.

W.I. FENCE
13' - 8 15/16"
5'-0" TO 6'-0" H. (E)

CMU PRECISION
WALL
8" THICK x 6'-0" H. (N)

SPLIT FACE CMU WALL
40-FOOT EMERGENCY FIRE ACCESS EASEMENT
40'-0" W. x 6'-0" H.

W.I. SLIDING GATE
6'-0" H.

W.I. FENCE
150.22'
LOT-1
LOT-2
+/- 1301' - 0"
SUITE 102
SUITE 102
SUITE 201
SUITE 202
W. I. GATE
40' - 0"
5'-0" TO 6'-0" H.
(E) CMU

PRECISION WALL
5'-0" TO 6'-0" H.
(E) CMU

PRECISION WALL
8" THICK x 6'-0" H.
(N) SPLIT FACE

CMU WALL
8" THICK x 6'-0" H.
(N) SPLIT FACE

CMU WALL
8" THICK x 6'-0"
H. (N) SPLIT FACE

CMU WALL
8" THICK x 6'-0" H. (N)

SPLIT FACE CMU WALL
8" THICK x 6'-0" H. (N)

SPLIT FACE CMU
WALL
8" THICK x 6'-0" H. (N)

SPLIT FACE CMU
WALL
3'-0" W. x 6'-0" H.

W.I. SWINGING GATE

PROJECT
SIGN
01 A7.2
05 A7.2
05 A7.2
SIM.

A-9
7 A-9
10 719' - 9 5/16"
8" THICK x 6'-0" H. (N) SPLIT FACE CMU WALL
+/- 558' - 6"
8" THICK x 6'-0" H. (N) SPLIT FACE CMU WALL
225' - 0"
11 A7.2 W.I. GATE
26' - 0" COUNTY JURISDICTION

BOUNDARY COUNTY JURISDICTION

CITY JURISDICTION

PHASE - I

PHASE - II
(FUTURE)

PHASE IIPHASE I
FUTURE
CONC.

FTG. PER
PLAN
6" x 1/8" THICK FLAT
PLATE W/3/8" x 6" A.B.
@ 2'-0"o/c
1" x 1" x 3/16"
ANGLE FOR "V"

WHEEL WELDED TO
PLATE
TRACK @ ROLLING GATE
NOTES:

1. WHEEL TO BE "POWER" WHEEL W/SEALED BEARINGS.

CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-8
SITE

WALL-FENCE

AND DETAILS
1" = 1'-0" 1

2.87A-W.I. SWING GATE-PLANNING
3" = 1'-0" 4
286 HANDLE-PLANNING
1" = 1'-0" 3
A501-019-W.I. FENCE-PLANNING
1/4" = 1'-0" 6
23-286-FENCE-PLANNING
1/4" = 1'-0" 5
286-ROLL GATE-PLANNING
1" = 50'-0" 2

SITE-WALL-FENCE-GATE SITE- WALL-FENCE- GATE
3" = 1'-0" 7
A501-27-TRACK PLANNING
A-9
2 A-9
3 A-9 4
R 24' - 0"
R 45' - 0"
11' - 0"
2' - 0"
4' - 0"
15 F
15 D
16 -
11' - 0"
2' - 0"
4' - 0"
11' - 0"
10' - 4"
6' - 0"
15 D
15 F
16 -
7" 2"
9"
1" 1"
2"
6" 6"

FINISH MATERIAL FINISH MATERIAL
1 # #
2 - ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. VERT.3
- ATAS METAL PANEL- SMOOTH DSF OR DWF- 12" W. HORI.
- METAL WALL CAP. PAINTED TO MATCH ADJACENT WALL.
4 - OVERHEAD DOOR (ELECTRIC OPERATED) 5
6 7 - OPEN STEEL CANOPY AT OFFICE
8 9 - WINDOWS
FINISH MATERIAL COLOR #
A
- SHERWIN WILLIAMS DOVETAIL WS 7018 (244-C5) B
- SHERWIN WILLIAMS ALPACA 7022 (241-C1)
C
- STONEX TILE-1422 NERO MARQUINA MARBLE-POLISHED

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
1' - 0"
4' - 0"
2' - 0"
A-9
6 CMU WALL
5'-0" TO 6'-0" H.
(E) 8" THICK

CMU WALL AT

SITE PERIMETER
17 D
A-9
8 W.I. GATE
26' - 0"

CMU WALL
W. I.

FENCE
4' - 0"
6' - 0"
W. I.

FENCE
6' - 0"
4' - 0"

DRIVE WAY
35' - 0"
R 24' - 0"
R 24' - 0"

FIRE TRUCK MINIMUM CLEAR ACCESS
21' - 0" CMU WALL
CMU
WALL
W.I. FENCE W.I. FENCE CMU
WALL
36' - 0"
W.I. SLIDING GATE
26' - 0"
A-9
9 CMU WALL SLIDING
GATE
W.I. FENCE
CMU WALL W.I. GATE
W.I. GATE WALL
40' - 0"

FIRE TRUCK MINIMUM CLEAR ACCESS
21' - 0"
1 A303
6' - 0"
(N) 8" x 6'-0" H. SPLIT FACE

NATURAL GRAY MEDIUM LIGHT
WEIGHT
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-9

SIGN - SITE

WALL DETAILS
1/8" = 1'-0" 1

SITE - SIGN
3/8" = 1'-0" 2

SIGN-NW
3/8" = 1'-0" 3

SIGN SW

PROJECT SIGN PLAN

PROJECT SIGN ELEVATION

PROJECT SIGN ELEVATION
3/8" = 1'-0" 4
SIGN-W

PROJECT SIGN WEST
1/8" = 1'-0" 5

SITE - WALL
(E) SITE WALL SOUTH WEST
3/8" = 1'-0" 6

SITE-WALL EXISTING
(E) SITE WALL S W - ELEV.
1/8" = 1'-0" 7
SITE-WALL-FENCE-GATE - GATE-01
1/8" = 1'-0" 8
GATE-01 ELEVATION
1/8" = 1'-0" 10
SITE-WALL-FENCE-GATE - GATE-02
1/8" = 1'-0" 9
GATE-02-ELEVATION
GATE-01
GATE-01
GATE-02
GATE-02
(N) SITE WALL SOUTH WEST
(N) SITE WALL S W - ELEV.
1/8" = 1'-0" 11

SITE - WALL NEW
3/8" = 1'-0" 12

SITE WALL NEW
FIRST
0' - 0"
DOCK
-4' - 0"
DOCK
4' - 0"

FOUNDATION SYSTEM
KM7230 KELLEY

HYDRAULIC EDGE OF

DOCK LEVELER

OUTSIDE EDGE

OF CONCRETE

DOCK VARIES
SAFETY RAIL @
42" HIGH

OUTSIDE EDGE

OF CONCRETE

DOCK VARIES

DOCK DRAIN
0"+/-
-48"
0"+/- -48"

SLOPE DOWN

TRUCK DOCK

KELLY HYDRAULIC EDGE OF DOCK

LEVELER
KM 7230 KELLEY MECHANICAL EDGE
OF DOCK LEVELER -10" +/- T.W./T.P.
42" H. GUARD RAIL
42" H. GUARD RAIL
42" H. GUARD RAIL
DRAIN

TRUCK DOCK NOTES

ALL DOCK ELEVATIONS ARE FROM WAREHOUSE FINISH FLOOR ELEVATION

COORDINATE/ FIELD DETERMINE END OF DOCK SWALES AND ADJACENT REQUIRED GRADING WITH CIVIL DRAWINGS & SITE CONDITIONS.

DOOR IS SLOPED AT 1/8" PER FOOT TYPICAL UNLESS NOTED OTHERWISE. SEE PLAN FOR MORE INFORMATION.

DOCK LEVELER INFORMATION:
16 CONCRETE WALL DOCK RAMP
SEE NOTES #4

1. 6' CONCRETE LOAOING DOCK SLAB

ON GROUND REINFORCE SLAB WITH
6x6 W6.5 X W6.5 WELDED WIRE
REINFORCEMENT (WWR) OR #4 BARS
@ 18" O. C. EACH WAY MID-DEPTH Of
SLAB

2. 6" REINFORCED CONCRETE WALL REINF
WITH #4 HORIZ BARS @12" O.C. (MIN
1-BAR TOP ANC BOTT) AND #4 VERT
BARS @ 12" O.C. AND AT ALL

CORNERS AND ENDS OF WALLS

WHERE POSSIBLE VERT BAR AND VERT
DOWEL CAN BE ONE PIECE.
3 REINFORCED CONCRETE WALL
FOOTING. RE INF WITH (4) #4 CONT
BARS @# 5 TRANSVERSE BARS @ 12"
O.C BOTTOM OF FOOTING

4. RAMP PER GEOTECHNICAL REPORT IN
ABSENCE 6* CONCRE^ RAMP. 4.000
PSI, AIR-ENTRAINED. 4" (MAX) SLUMP
WITH 4" AGGREGATE BASE COURSE
(STANDARD LOCAL DOT 3/4# MIX)
REINFORCE W/ #4@ 18" O.C. EA WAY
OR 6XS-W6.5XW6.5 WWR MID DEPTH.

SLOPE AND DRAINAGE FACILITIES PER
DETAILS.

5. ALL REBAR IN FOOTINGS SHALL BE
GALVANIZED.
1' - 0"
2' - 6"
EQ EQ
CLR.
3"

EXPANSION MATERIAL AS

REQUIRED SEE UHI

SPECIFICATIONS

RUBBER DOCK BUMPER AT

LOADING DOCK FACE BY DOCK

LEVELER MANUFACTURER
#5 CONTINUOUS 18"
#4 DOWEL 18" AT 18" O.C.

AND AT ALL CORNER AND ENDS

OF WALLS
SEE DETAILS NOTE 1
SEE DETAILS NOTE 1
TOP

LOADING
DOCK
4'-0" MAX. (N.T.S.)
SEE DETAIL NOTE 2
SEE DETAIL NOTE 3

WITH LOCAL REQUIREMENTS

VERIFY FROST DEPTH

SAFETY RAIL DETAIL
TYP.

EXPANSION MATERIAL AS

REQUIRED SEE UHI

SPECIFICATIONS
TYP.

GALVANIZED CONT. HSS 4x4x3/16
SEE DETAILS NOTE 1
GALVANIZED 1/4" x 4'x0'-4"
STEEL EMBED PL. W. 1/2" DIA.
x 4" LONG HEADED STUD
TOP

LOADING
DOCK
GALVANIZED CONT. HSS 4x4x3/16 x 3"
LONG @ 4'-0" O.C.
3/16"
3/16"
3/16"
TYP.
3/16"
3/16"
TYP.
3/16"
3/16"
NOTE: NOT REQUIRED AT GRADE

LEVEL ACCESS
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-10

TRUCK DOCK

ADDITIONAL

DETAILS
3A

TRUCK DOCK

TRUCK DOCK
1/4" = 1'-0" 2

TRUCK DOCK SECTION
1/4" = 1'-0" 1

SITE - TRUCK DOCKS - ENLARGED

TRUCK DOCK SECTION

TRUCK DOCK AXON

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
2 B
6 F
2 G
7 F
8 I
1 A
2 G
6 F
2 B
2 C
2 C
12 I
3 D
12 I
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-15C
BLDG 1
COLOR

ELEVATION
P-I

ROME HILL

COMMERCIAL
SOUTHWEST ELEVATION 1/16" = 1'-0" 1
BLDG-1-SOUTHWEST ELEVATION COLOR

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
4 E
12 I
5 I
13 C4
E
4 E
4 E
5 I5
I
2 E
5 I
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-16C
BLDG 1
COLOR

ELEVATION
P-I

ROME HILL

COMMERCIAL
NORTHEAST ELEVATION 1/16" = 1'-0" 1
BLDG-1-NORTHEAST ELEVATION COLOR

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
6 F
7 F 2
B
2 G
4 E
12 I
13 C 1
A
4 E 8
I
4 E
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-17C
BLDG 1
COLOR

ELEVATION
P-I

ROME HILL

COMMERCIAL
NORTHWEST ELEVATION 1/16" = 1'-0" 1
BLDG-1-NORTHWEST ELEVATION COLOR

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
2 B
6 F
7 F
2 G 8
I
4 E
13 C
12 I
4 E
4 E
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-18C
BLDG 1
COLOR

ELEVATION
P-I

ROME HILL

COMMERCIAL
SOUTHEAST ELEVATION 1/16" = 1'-0" 1
BLDG-1-SOUTHEAST ELEVATION COLOR

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
1 A
2 B
6 F7
F
2 G
12 I
4 E
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-19C
BLDG 2
C. ELEV
P-II
FUTURE

ROME HILL

COMMERCIAL
1/16" = 1'-0" 1
BLDG-2-SOUTHEAST ELEVATION COLOR
BLDG-2 SOUTHEAST ELEVATION (PHASE - II - FUTURE)

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
6 F
2 B 2
G
7 F
12 I
13 C
4 E
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-20C
BLDG 2
C. ELEV
P-II
FUTURE

ROME HILL

COMMERCIAL
1/16" = 1'-0" 1
BLDG-2-NORTHWEST ELEVATION COLOR BLDG-2 NORTHWEST ELEVATION (PHASE - II - FUTURE)

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
5 I
5 I
5 I
5 I
4 E
4 E
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-21C
BLDG 2
C ELEV
P-II
FUTURE

ROME HILL

COMMERCIAL
BLDG-2 NORTHEAST ELEVATION (PHASE - II - FUTURE) 1/16" = 1'-0" 1 BLDG-2-NORTHEAST ELEVATION COLOR

FINISH MATERIAL COLOR SAMPLES
A
- METAL PANEL- AEP SPAN TERRA COTTA
D B
E
F
C D
- SHERWIN WILLIAMS POSITIVE RED SW 6871 (101-C7) G
- BLACK OR BLACK FRAME WITH CLEAR GLASS
10 - W.I. FENCE AND GATE OR GUARDRAIL
H
11 12
- STOREFRONT SYSTEM, DOORS AND WINDOWS
- GRANITE VENEER - 18" W x 18" H.
- SWINGING DOOR
- SHERWIN WILLIAMS MONORAIL SILVER SW 7663 (233-C3)
E
F
13 14
- JANUS HIGH GLOSS WHITE -REFLECTION SW 7661 (233-C1)
- NON VISION-4-975 LAVA BRONZE I I
- LIGHT POLE, WALL MOUNTED LIGHT, OR BOLLARD LIGHT
G
- SOLID STEEL CANOPY AT OFFICE
- VERT. WALL PANEL- MBCI- DESIGNER SERIES-16" W. 4" FLUTED - METAL WALL PANEL JOINT- ACCENT
15 - PROJECT ENTRY SIGN - STUCCO
16 - PROJECT ENTRY SIGN - STONE VENEER
17 - SITE WALL - CMU
- CULTURE STONE J - NORMAL GAL. GREY L
- BLACK K
18 - METAL STANDING SEAM ROOF
19 - TRASH ENCLOSURE FASCIA- BEAM- SUPPORT
- GATE OR TRASH ENCLOSURE DOOR 20
2 B
6 F
7 F
9 H
6 F
2 B
7 F
2 G
2 C
1 A
2 C
[email protected]
[email protected]

ARCHITECT
OWNER
DATE: 02/03/25
1207 N. E STREET
ANAHEIM, CA 92805

ROME HILL

GRAND AVENUE ( AT VAIL STREET)
LAKE ELSINORE, CA 92530
TRACT: 3846 & LOT: 268

GEM INVESTMENTS, LLC
MR. GUY SELLECK, C/O
A-22C
BLDG 2
C. ELEV
P-II
FUTURE

ROME HILL

COMMERCIAL
1/16" = 1'-0" 1
BLDG-2-SOUTHWEST ELEVATION COLOR
BLDG -2 SOUTHWEST ELEVATION (PHASE - II - FUTURE)

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"
5 I
26' - 6"

MECHANICAL

UNIT WITH

SCREEN WALL

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
2 E
2 E
4 E
4 E
4 E
4 E
5 I
5 I
13 C
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

MECHANICAL

UNIT WITH

SCREEN WALL

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
2 B
8 I
2 G
4 E
13 C
9' - 5"
12 I
20' - 5"
7 F
1 A 6
F
4 E
13 C
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"
26' - 0"
2 B
6 F
7 F

MECHANICAL

UNIT WITH

SCREEN WALL

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
5' - 3"
A-11
7 2
G
8 I
13 C
12 I
4 E

CEILING
9' - 5"
20' - 5"
26' - 0"
24' - 0"
4 E
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"
26' - 0"
20' - 5"

CEILING
9' - 5"
6"
20' - 11"
26' - 6"
26' - 6"

ALL WINDOWS ARE

REAL WINDOWS

WITH NON-

REFLECTIVE GLASSES

ALL WINDOWS

ARE REAL

WINDOWS WITH

NON-REFLECTIVE

GLASSES

ALL WINDOWS ARE

REAL WINDOWS

WITH NON-

REFLECTIVE GLASSES

ALL WINDOWS ARE

REAL WINDOWS

WITH NON-

REFLECTIVE GLASSES

MECHANICAL

UNIT WITH

SCREEN WALL

MECHANICAL

UNIT WITH

SCREEN WALL

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
A-11
5 A-11
61 A
2 C
8 I
6 F
2 B
2 G
2 C
1 A
7 F
2 G
6 F
7 F
8 I
2 B
9' - 0"
2 C
4' - 3" 8' - 0" 8' - 0" 10' - 0" 8' - 0" 4' - 3"
9' - 0" 9' - 0"
9' - 0" 9' - 0"
34' - 6"
16' - 8" 4' - 3" 10' - 0" 8' - 0" 4' - 3"
27' - 0"
20' - 5"

CEILING
9' - 5"
20' - 11"

ALL WINDOWS ARE

REAL WINDOWS

WITH NON-

REFLECTIVE GLASSES
29' - 0"
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-11
BUILDING 1

ELEVATIONS

PHASE I
BUILDING 1 - NORTHEAST ELEVATION
BUILDING 1 - SOUTHEAST ELEVATION
BUILDING 1 - SOUTHWEST ELEVATION
BUILDING 1 - NORTHWEST ELEVATION
3/32" = 1'-0" 1
BLDG-1-NORTHEAST ELEVATION
3/32" = 1'-0" 2
BLDG-1-NORTHWEST ELEVATION
3/32" = 1'-0" 3
BLDG-1-SOUTHEAST ELEVATION
3/32" = 1'-0" 4
BLDG-1-SOUTHWEST ELEVATION
1" = 1'-0" 5

WALL MOUNTED LIGHT

TYPICAL WALL MOUNTED LIGHT

FRONT FRONT SIDE

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

TOP SCREENING
29' - 0"

MECHANICAL

UNIT WITH

SCREEN WALL
DOCK
-4' - 0"
26' - 0"
13 C
12 I
13 C
2 B
6 F
2 G
7 F
4 E
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

CEILING
9' - 5"

TOP SCREENING
29' - 0"

MECHANICAL

UNIT WITH

SCREEN WALL
DOCK
-4' - 0"
20' - 5"

MECHANICAL

UNIT WITH

SCREEN WALL
177' - 0"

ALL WINDOWS ARE REAL

WINDOWS WITH NON-

REFLECTIVE GLASSES
2 B
6 F
2 C
1 A
2 C
2 G
2 B
9 H
7 F
6 F
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
1 A
2 B
2 G
6 F
4 E
4 E
7 F
12 I
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
26' - 0"
13 C
5 I
5 I
4 E
5 I
5 I12
I
12 I
12 I
12 I
4 E
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-12
BUILDING 2

ELEVATIONS

PHASE II
(FUTURE)
BUILDING 2 - NORTHEAST ELEVATION (PHASE - II - FUTURE)
BUILDING 2 - SOUTHEAST ELEVATION (PHASE - II - FUTURE)
BUILDING 2 - SOUTHWEST ELEVATION (PHASE - II - FUTURE)
BUILDING 2 - NORTHWEST ELEVATION (PHASE - II - FUTURE) 3/32" = 1'-0" 2 BLDG-2-NORTHWEST ELEVATION
3/32" = 1'-0" 4
BLDG-2-SOUTHWEST ELEVATION
3/32" = 1'-0" 1
BLDG-2-SOUTHEAST ELEVATION
3/32" = 1'-0" 3
BLDG-2-NORTHEAST ELEVATION-2
A-13
3 A-13
2 CONTEMPORARY STYLE CONTEMPORARY STYLE

PHASE - I PHASE - II (FUTURE)
A302
9 ?

WAREHOUSE

1.1 1.2 1.4 1.5 1.6 1.7 1.8 1.9 1.10 1.11 1.12 1.3 1.1-3 1.13

2.A 2.B 2.C 2.D 2.E 2.F 2.G 2.H 2.I 2.J 2.K 2.L 2.M 2.N 2.O 2.P FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-13

SECTIONS

PHASE I & II
1" = 40'-0" 1

SITE SECTION
1" = 10'-0" 2
SITE SECTION - BLDG-1
1" = 10'-0" 3
SITE SECTION - BLDG-2
BUILDING 1 AND 2 - SECTIONS
BUILDING 1 - SECTION - PHASE - I
BUILDING 1 - SECTION -PHASE - I
BUILDING 2 - SECTION - PHASE II (FUTURE)
1/8" = 1'-0" 4
BLDG-1 SECTION-10-PLANNING-2

METAL STUD WALL AT OFFICE
NOTE:

1. PROVIDE SEALANT ALL GAPS AND JOINTS

DRIVEWAY
OFFICE

COMPACTED
SOIL

ASPHALT

PAVING,

SEE SITE
PLAN

03.01 SEE SECTION AND

ELEVATION FOR

OCCURENCE

DRIVE WAY
11' - 0"

07.68A

9.25 T. O. FIRST

9.25 07.46

07.22 26' - 0"

07.11 07.65B

09.28 9.28

9.24B

7.29 T. O. OFFICE FLOOR

05.35 NOTE:

METAL PANEL AND DENSHIELD BOARD

ATTACHED PER MANUFACTURER'S
RECOMENDATIONS.

IF PANELS ARE INSTALLED VERTICALLY,

FURRING CHANNEL OR ZEE GIRT SHALL BE
REQUIRED PER MANUFACTURER. SEE KEYNOTE

FOR FURRING CHANNEL SPACING OR SEE

MANUFACTURER'S INSTALLTION GUIDE

MOMENT FRAME
6"
OFFICE
23' - 0"

07.19 07.50A

07.39 05.22
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
FIRST
0' - 0"

MEZZANINE
11' - 0"
ROOF
24' - 0"

PARAPET
26' - 0"

TOP SCREENING
29' - 0"
DOCK
-4' - 0"
CLIENT

PROJECT TITLE

SHEET TITLE

SIGN BY

DELTA REVISION DATE
DATE:

JOB NUMBER
05/16/22
19-887
1901 NEWPORT BLVD.

SUITE 350.

COSTA MESA, CA 92626
[email protected]
[email protected]
O. 714-305-9619

THIS DRAWING AND ITS CONTENTS ARE

INSTRUMENTAL OF SERVICE AND ARE
THE COPY RIGHTED PROPERTY OF J.

CRAIG MANN ARCHITECT. THE USE OF IS

EXPRESSLY INTENDED FOR THE

PROJECT NOTED BELOW AND MAY NOT

BE REUSED OR REPRODUCED IN WHOLE

OR IN PART WITHOUT THE WRITTEN
PERMISSION OF J. CRAIG MANN.

A R C H IT E C T U R E . P L A N N IN G . IN T E R IO R

A R C H IT E C T

LICENSED

ARCHITE TC
STATE
O

F CALIFORNIA
J. CRAIG
MANN
PLANNING APPLICATION NO: PA 2021-19
GENERAL PLAN AMENDMENT:

GPA 2022-0001
ZONE CHANGE: ZC 2022-0002
COMMERCIAL DESIGN REVIEW:

CDR 2022-0012
REVIEW NO: 2021-03 (REVIEW DATE: 09/21/22)
11/02/22
ISSUED 04/17/23

PLANNING CORRECTION
11/09/23PLANNING CORRECTION
03/14/24ISSUED
09/25/24REVISION
10/23/24
PLANNING CORRECTION 12/17/24
FIRE DEPT. CORRECTION 01/13/25
WALL REVISION-REVISION 02/03/25
GEM

INVESTMENTS,
LLC
MR. GUY

SELLECK, C/O

ROME HILL

COMMERCIAL
A-14

SECTIONS
BUILDING 1 - SECTION
3/4" = 1'-0" 6
A326-06-MOMENT FRAME-PLANNING
1/16" = 1'-0" 1
BLDG-1 SECTION-10-PLANNING
BUILDING 2 - SECTION - PHASE II (FUTURE)
1/16" = 1'-0" 2
BLDG 2 - SECTION-4 PLANNING
PRELIMINARY GRADING PLANFORROME HILL COMMERCIAL PARK18240 GRAND AVENUE, LAKE ELSINORE, CA 92530

1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE MUNICIPAL CODE, CHAPTER 15.72 AND APPLICABLESTANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE UNIFORM BUILDING CODE (U.B.C.), CHAPTER 33.2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATIONS.3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A. ALERT (1-800-422-4133) FORTY-EIGHT (48) HOURS PRIOR TO GRADING.4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF BEGINNINGGRADING OPERATIONS.5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN.7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90% DENSITY AS DETERMINED BY THE MODIFIED THREE (3) LAYER A.S.T.M. D-1557-70 TEST METHOD.9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND INSPECTED BY THE GRADING INSPECTOR AND APPROVEDSOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL.10.ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER.11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN ½” PER FOOT FOR A MINIMUM OF THREE (3) FEET, THEN 1% (MINIMUM) TO FLOW LINE OF EARTH SWALE.12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL SLOPE IS LESS THAN TEN FEET (10’), AND 2% IF CUT OR FILL IS GREATER THAN TEN FEET (10’). DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5’ DEEP AND CONSTRUCTED A MINIMUM OF TWO FEET (2’) FROM THE TOP OF CUT OR FILL SLOPES.13.PROVIDE 5’ WIDE BY 1’ HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5’ HIGH14.PROVIDE A BROW DITCH, DESIGNED TO HANDLE ONE HUNDRED (100) YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES.15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.16.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH INCLUDESFOUNDATION REQUIREMENTS (SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE SOIL.17.GRADING CERTIFICATION BY THE DEVELOPER’S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS.18.THE SOILS ENGINEERING INVESTIGATION DATED ____________ PREPARED BY (ENGINEER CONSULTANT) DATED _________ AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED __________ PREPARED BY (GEOLOGIC CONSULTANT), SHALL BE CONSIDERED A PART OF THIS GRADING PLAN AND SHALL BE IN COMPLIANCE.19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFICELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENTGROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.21.STABILITY CALCULATIONS WITH A SAFETY FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER THIRTY FEET (30’) IN VERTICAL HEIGHT.22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE (1) FOOT.23.IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURALSOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED.24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES:a.UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES.b.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, BENCHING ANDc.FILLING OPERATIONS.d.DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL.e.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT OR ANOTHER APPROVED GROUND COVER, AT TWELVEINCHES (12”) ON CENTER. SLOPES OVER FIFTEEN FEET (15’) IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT TEN FEET (10’) ON CENTER; TREES AT TWENTY FEET (20’) ON CENTER; COMBINATIONS FIFTEEN FEET (15’) ON CENTER. SLOPES OVER THREE FEET (3’) IN VERTICAL HEIGHT SHALL HAVE PERMANENTIRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.B.C.26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURINGTHE GRADING PROJECT.27.APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAY’S WORK.28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS.29.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE.30.AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIME.31.SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION.32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF THREE (3) FEET VERTICALHEIGHT WITHIN NINETY (90) DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINOREGRADING ORDINANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION.

SHEET INDEXTITLE SHEET1 SHEET INDEX PLAN2 PRELIMINARY GRADING PLAN3, 4 K-1 DRAINAGE PLAN5 SECTIONS & DETAILS6ARCHITECTJ. CRAIG MANN ARCHITECT1931 NEWPORT BLVD., SUITE MCOSTA MESA, CA 92626EMAIL: [email protected] ENGINEERGECON WEST, INC.41571 CORNING PLACE, SUITE 101MURRIETA, CA 92562PHONE: 951-304-2300CIVIL ENGINEERW.H. CIVIL INC.NORTH CA: 2380 QUME DR., STE E,SAN JOSE, CA 95131SOUTH CA:548 WALDIRVINE, CA 92618PHONE:949-229-3357 LOT SIZE:294,674SQ-FTDISTURBED AREA:271,532SQ-FTEXISTING IMPERVIOUS AREA:0SQ-FTPROPOSED IMPERVIOUS AREA:198,226SQ-FTNOTE:QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.SECTION 4216 / 4217 OF THE GOVERNMENT CODEREQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOU DIGALERT I.D. NUMBER CALLUNDERGROUND SERVICE ALERT TOLL FREE1-800-422-4133 TOW WORKING DAY BEFORE YOU DIG.VICINITY MAPNOT TO SCALE

PROJECT LOCATION

GRADING NOTES

1.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT A QUALIFIED SWPPP PRACTITIONER AND QUALIFIED SWPPP DEVELOPER (QSD) IMPLEMENT AND MAINTAIN THE SWPPP-APPROVED, PRE-QUALIFIED BMP’S FROM THE CALIFORNIA STORM WATER QUALITY ASSOCIATION (CASQA) HANDBOOK / WEBSITE FOR CONSTRUCTION TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENTPRACTICABLE DURING ANY PHASE OF CONSTRUCTION OPERATIONS. FOR ALL OTHER PROJECTS, THE PROPERTY OWNER IS RESPONSIBLE FOR ENSURING THAT BMP’S FOR CONSTRUCTION ARE IMPLEMENTED TO RETAIN SEDIMENTS AND POLLUTANTS OF CONCERN FROM AREAS DISTURBED ONSITE TO THE MAXIMUM EXTENT PRACTICABLE. THE EROSION CONTROL MEASURES INCLUDE THOSE SHOWN ON THIS PLAN AS WELL AS ANY ADDITIONAL EROSION CONTROL MEASURES DICTATED BY FIELD CONDITIONS TO PREVENT EROSION AND/OR THE INTRODUCTIONOF POLLUTANTS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION.NPDES/STORM WATER POLLUTION NOTES EROSION CONTROL NOTESALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS.1237, 772, 529, 1004, CONSTRUCTIONSITE BEST MANAGEMENT PRACTICES (BMP’S) AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL. NO GRADING PERMIT SHALL BE ISSUED WITHOUT AN EROSION CONTROL PLAN APPROVED BY THE CITY ENGINEER. THE EROSION CONTROL PLAN SHALL INCLUDEDETAILS OF PROTECTIVE MEASURES, INCLUDING DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES, OR BOTH, AS MAY BE NECESSARY TO PROTECT THE WATER QUALITY OF RECEIVING WATER BODIES OR TO PROTECT ADJOINING PUBLIC AND PRIVATEPROPERTY FROM DAMAGE FROM EROSION, FLOODING OR THE DEPOSITION OF MUD OR DEBRIS WHICH MAY ORIGINATE FROM THE SITE OR RESULT FROM SUCH GRADING OPERATIONS.THE FOLLOWING EROSION CONTROL AND NPDES NOTES AS WORDED WITH BLANKS FILLED IN, SHALL BE PLACED ON THE PLANS:1.ALL EROSION CONTROL PLANS SHALL BE IN ACCORDANCE WITH CITY OF LAKE ELSINORE ORDINANCE NOS. 529, 772, 1237, 1004, CONSTRUCTIONSITE BEST MANAGEMENT PRACTICES (BMP’S), AND STANDARDS OUTLINED WITHIN THE LAKE ELSINORE DESIGN MANUAL2.THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ANY DISCHARGES BY SUBCONTRACTORS.3.IN CASE OF EMERGENCY, CALL ___________________________ (RESPONSIBLE PERSON) AT _____________________ (24-HOUR PHONE NUMBER).4.DEVICES TO REDUCE EROSION DAMAGE SHALL NOT BE PLACED MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE QUALIFIED SWPPP DEVELOPER, CITY ENGINEER, OR IN AN EMERGENCY, BY THE PERSON RESPONSIBLE FOR GRADING OPERATIONS.5.AREAS THAT ARE CLEARED AND GRADED SHALL BE LIMITED TO ONLY THE PORTION OF THE SITE THAT IS NECESSARY FOR CONSTRUCTION.THE CONSTRUCTION SITE SHALL BE MANAGED TO MINIMIZE THE EXPOSURE TIME OF DISTURBED SOIL AREAS THROUGH PHASING AND SCHEDULING OF GRADING AND THE USE OF TEMPORARY AND PERMANENT SOIL STABILIZATION.6.ONCE DISTURBED, GRADED SLOPES EXCEEDING A 3:1 RATIO AND/OR TEN (10) FEET IN HEIGHT (TEMPORARY OR PERMANENT) SHALL BE STABILIZED IF THEY WILL NOT BE WORKED WITHIN 7 DURING THE STORM SEASON, ALL SLOPES SHALL BE STABILIZED 24 HOURS PRIOR TO A PREDICTED STORM EVENT. CONSTRUCTION SITES SHALL BE REVEGETATED AS EARLY AS FEASIBLE AFTER SOIL DISTURBANCE AND WITHIN 7-DAYS OF COMPLETION.7.FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY.8.THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO WARN AGAINST PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED.9.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER.10.PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE DEVELOPMENT SHALL BE SHOWN ON THE APPROVED PLAN.11.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE SHALL BE DESIGNED FOR A TWENTY-FIVE (25) YEAR, SIX (6) HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE DESIGN AND SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING:A)DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS.B)THE EXTENT OF ALL GRADED AREAS AND IDENTIFICATION OF ANY TEMPORARY SOIL STABILIZATION MEASURES.C)SIZE OF DESILTING BASIN OUTLET PIPE AND OVERFLOW.D)DIKE REQUIREMENTS. SHOW MINIMUM WALL WIDTH, SLOPE OF WALLS, PERCENT COMPACTION, ETC.E)OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM LIMITATIONS, WITH THE EXCEPTION OF OVERFLOW,WHICH IS TO BE DESIGNED TO PROVIDE CAPACITY OF 1.5 TIMES THE MAXIMUM DESIGN FLOW.12.NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN A 50% CHANCE OR GREATER OF RAIN WITHIN A 48 HOUR PERIOD IS FORECAST FOR LAKE ELSINORE BY THE NATIONAL OCEANIC AND ATMOSPHERIC AGENCY (NOAA).13.BMP’S SHALL BE MAINTAINED AND INSPECTED DAILY TO MINIMIZE AND/OR PREVENT THE ENTRAINMENT OF SOIL IN RUNOFF FROM DISTURBEDSOIL AREAS ON CONSTRUCTION SITES. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FOUR (4) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%).14.AFTER A RAINSTORM, ALL PROJECT GENERATED SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, ONSITE PUBLIC DRAINS AND PIPES, DRAINS AND PIPES OF ADJACENT PROPERTIES AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE BMP’S DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. FAILURE TO PROVIDE EFFECTIVE MAINTENANCE MAY RESULT IN PENALTIES.15.DISCHARGING OF CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED.16.CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENTTRACK-OUT. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUMSWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE.

2.FOR PROJECTS THAT REQUIRE COVERAGE UNDER THE GENERAL CONSTRUCTION PERMIT, THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A REPRESENTATIVE OF THE REGIONAL WATER QUALITY CONTROLBOARD (RWQCB) - SANTA ANA REGION AND/OR THE CITY OF LAKE ELSINORE.3.CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR POLLUTANTSOFF THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER (NON-STORM WATER) ARE PROHIBITED EXCEPT AS AUTHORIZED BY AN INDIVIDUAL NPDES PERMIT UNDER THE STATEWIDE GENERAL PERMIT – CONSTRUCTION ACTIVITY.4.POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS,SOLVENTS, DETERGENTS, GLUES, LIME, PESTICIDES, HERBICIDES, FERTILIZERS, WOOD PRESERVATIVES, AND ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS; FUELS, OILS LUBRICANTS, AND HYDRAULIC, RADIATOR OR BATTERY FLUIDS; CONCRETE AND RELATEDCUTTING OR CURING RESIDUES; FLOATABLE WASTES; WASTES FROM ENGINE/EQUIPMENT STEAM CLEANING OR CHEMICAL DEGREASING;WASTES FROM STREET CLEANING; AND SUPER-CHLORINATED POTABLE WATER FROM LINE FLUSHING AND TESTING. DURING CONSTRUCTION,DISPOSAL OF SUCH MATERIALS SHOULD OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON-SITE PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUNOFF, WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.5.RUNOFF FROM EQUIPMENT AND VEHICLE WASHING SHALL BE CONTAINED AT CONSTRUCTION SITE AND MUST NOT BE DISCHARGED TO RECEIVING WATERS OR THE LOCAL STORM DRAIN SYSTEM.6.APPROPRIATE BMPS FOR CONSTRUCTION-RELATED MATERIALS, WASTES, SPILLS OR RESIDUES SHALL BE IMPLEMENTED TO ELIMINATE OR REDUCE TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES, OR ADJOINING PROPERTIES BY WIND OR RUNOFF.7.MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANK, PORTABLE TOILETS, LIQUIDS, GELS AND POWDERS SHALL HAVE SECONDARY CONTAINMENT AND BE STORED AWAY FROM ALL PRIVATE / PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS,RIGHTS-OF-WAYS AND FLOW-LINES.8.ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH WITH GRAVEL BAGS PLACES ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES.9.CONTROLLED STREET WASHING WILL ONLY BE ALLOWED PRIOR TO THE APPLICATION OF ASPHALT SEAL COATS AND ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED.10.ALL CONSTRUCTION CONTACTORS AND SUBCONTRACTOR PERSONNEL ARE TO BE MADE AWARE OF THE REQUIRED BMPS AND GOOD HOUSEKEEPING MEASURES FOR THE PROJECT SITE AND ANY ASSOCIATED CONSTRUCTION STAGING AREAS.11.DISCHARGING CONTAMINATED GROUNDWATER PRODUCED BY DEWATERING GROUNDWATER THAT HAS INFILTRATED INTO THE CONSTRUCTION SITE IS PROHIBITED. DISCHARGING NONCONTAMINATED GROUNDWATER PRODUCED BY DEWATERING ACTIVITIES MAY REQUIRE A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT FROM THE REGIONAL WATER QUALITY CONTROL BOARD.12.STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER ANY SLOPES WITHOUT PERMANENT DOWN DRAINS INSTALLED. EROSION AND SEDIMENT CONTROLS INCLUDING MAINTENANCE ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENT PERMANENT LANDSCAPING HAS BEEN ESTABLISHED. 100% SLOPE PROTECTION MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY.13.VEGETATION CLEARING AND BRUSHING ACTIVITIES SHALL NOT BE INITIATED DURING THE WET SEASON ON ANY SITES WHICH ARE NOT ADEQUATELY PROTECTED WITH DESILTING BASINS OR OTHER TEMPORARY DRAINAGE OR CONTROL MEASURES.14.STOCKPILES OF SOIL SHALL BE PROPERLY SECURED WITH BMP’S TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS, DRAINAGE FACILITIES OR ADJACENT PROPERTIES.15.STOCKPILES OF SOIL SHALL BE PROPERLY CONTAINED TO ELIMINATE OR REDUCE SEDIMENT TRANSPORT FROM THE SITE TO STREETS,DRAINAGE FACILITIES OR ADJACENT PROPERTIES VIA RUNOFF, VEHICLE TRACKING OR WIND. INACTIVE FOR A PERIOD OF 14 DAYS OR MORE SHALL BE COVERED; ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECASTED RAIN.16.FOR PROJECT REQUIRING COVERAGE UNDER THE CONSTRUCTION GENERAL PERMIT, SPECIAL ATTENTION SHALL BE GIVEN TO PREPARATIONAND INSTALLATION OF THE RAIN EVENT ACTION PLAN (REAP) AS REQUIRED BASED ON SITE RISK LEVEL OR AS MANDATED BY THE SANTA ANA REGIONAL BOARD NPDES PERMIT, GENERAL PERMIT – CONSTRUCTION ACTIVITIES.17.AT THE END OF EACH DAY OF CONSTRUCTION ACTIVITY, ALL CONSTRUCTION DEBRIS AND WASTE MATERIALS SHALL BE COLLECTED AND PROPERLY DISPOSED OF IN COVERED TRASH OR COVERED RECYCLE BINS.18.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM PERMIT TO REGULATE MUNICIPAL AND INDUSTRIALSTORM WATER DISCHARGES. NPDES WDID #______________ DATE WDID ISSUED: ____________19.THE UNDERSIGNED CIVIL ENGINEER, A QUALIFIED QSP AND/OR QSD WILL REVIEW PLACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN ACCORDANCE WITH THE APPROVED PLANS._________________________________________________________________________________________________________________________(SIGNATURE) (RCE NO.) (EXP) (DATE)

33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS.34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE (1) BLUE TOP PER FINISHED PAD, PRIOR TO ROUGH GRADE APPROVAL.35.APPROXIMATE DATE OF:BEGINNING OPERATION: _____________________COMPLETION: _____________________36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN THREE INCHES (3”) WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR THREE FEET (3’) OF FINISH GRADES, UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLYAPPROVED BY THE SOILS ENGINEER.37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL.38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT.39.THIS SITE HAS OBTAINED A NATIONAL POLLUTION PREVENTION ELIMINATION SYSTEM (NPDES) PERMIT TO REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. NPDES WDID #____________ DATE PERMIT ISSUED: ____________40.DRAINAGE EASEMENTS WILL BE KEPT CLEAR OF ALL OBSTRUCTIONS. NO BUILDINGS OR WALLS SHALL BE PLACED WITHIN EASEMENT LIMITS. TEMPORARY IMPROVEMENTS ARE SUBJECT TO REMOVAL AT OWNER’S EXPENSE.

GRAND AVENUEKATHLYN WAY

VAILSTREETTURNERSTREET
KATHLYN WAYTURTLE DOVE DRIVEEARTHWORK QUAINTLYCUT14,000C.Y.FILL21,560C.YEXPORT0C.Y.IMPORT7,560C.Y.BENCHMARKNATIONAL GEODETIC SURVEY BM F-307ELEVATION: 1276.1 DATUM: NAVD 88DESCRIPTION: AT ELSINORE, RIVERSIDE COUNTY, ON THE ATCHISON, TOPEKA AND SANTA FE RAILWAY, NEAR THE NORTHEAST END OF THE STATION, AT THE GRAHAM AVENUE CROSSING, 54 FEET SOUTH OF THE CENTER OF THE CROSSING, 43.2 FEET SOUTHWEST OF THE CENTERLINE OF GRAHAM AVENUE, AND 32.2 FEET SOUTHEAST OF THE CENTERLINE OF THE MAIN TRACK. A STANDARD DISK, STAMPED F 307 RESET 1946 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE STATION PLATFORM.W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARK EEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAORNIRILFSILINWAECHOPDRFEREEUNAMGNENALINEISONGTSIGER2/3/2025 REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No. SEAL MARK 62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA [email protected]: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88TITLE SHEET1 N 36°29'54" E 1301'
N 36°30'40" E 1301'
N 53°29'52" W 225'℄ GRAND AVENUE
N 53°31'17" W 225'

SDSDSDSDSDSDSDSD

X CHAIN LINK FENCECHAIN LINK FENCECHAIN LINK FENCE
1258.71262.6
1262.8
1280.31280.7 1285.5
1265.4
1265.21265.61265.3
1271.3
1267.5
1265.2
1265.6
1266.6
1265.51265.5
1265.71266.21266.3
1267.6
1268.4
1269.5
1270.5
1271.5
1272.4
1273.61274.6
1266.71266.9
1267.4
1267.81268.3
1268.2
1268.4
1268.81268.7
1269.2
1269.4
1269.41269.8
1270.71270.7
1270.81271.4
1272.2
1271.8
1271.8
1273.4
1273.4
1272.8
1273.3
1274.3
1274.21274.6
1265.6
1266.41265.2
1267.6
1266.5
1265.5
1267.5
1269.6
1270.5
1271.4
1271.5
1271.5
1272.51273.4
1273.6
1274.5
1273.5
1275.5
1275.51275.3
1275.51275.6
1277.71277.8 1276.71277.6
1280.41280.7
1281.3
1273.5
1271.5
1270.5
1266.7
1276.4
1269.6
1266.5
1280.5
1267.7
1264.3

SCATTERED BRUSH

SCATTERED BRUSHSCATTERED BRUSH

SCATTERED BRUSH

SCATTERED BRUSHSCATTERED BRUSH

SCATTERED BRUSH
TANK

GROUND NOT VISIBLE

GROUND NOT VISIBLEGROUND NOT VISIBLE
X

XXX XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CHAIN LINK FENCE

BLOCK WALL
1275127012801285
1265
1260
1265
1265
1262.8
1261.71261.81262.6
1265.61265.5
1259.3
1256.2
1256.7
1257.41259.61260.61260.7
1259.8
1268.5
1265.6
1264.81265.3 1262.7
1256.1
1256.4
1257.3
1258.6
1266.4

SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSH

SCATTERED BRUSH
1263.21262.5
1262.8
1262.41261.6
1260.5
1259.3
1259.51260.41259.8
1257.4
1258.7
1257.61258.4
1256.1
1256.51257.7
1255.41257.2
1258.61260.7
1259.8
1258.61257.51256.4
1256.61256.3
1256.4
1263.4
1265.6
1268.4
1260
1265
1260

DENSE TREES

DENSE BRUSHDENSE BRUSH

DENSE BRUSH
1261.31262.6
1257.8
XXX
S
DYH
S
GV

USMAIL USMAILUSMAILUSMAIL
DYH
S
APN 371-150-004
APN 371-150-006
APN 371-150-007
APN 371-150-002APN 371-150-001
APN 371-130-004
APN 371-130-005
APN 371-130-006
APN 371-130-007
APN 371-130-008
APN 371-130-009
APN 371-130-010APN 371-130-011APN 371-130-012APN 371-130-013APN 371-130-014APN 371-130-015APN 371-130-016APN 371-130-017 APN 371-150-016APN 371-150-008
APN 371-150-009
APN 371-170-022APN 371-170-032APN 371-114-013APN 371-117-026 APN 371-090-001APN 371-090-002APN 371-090-003APN 371-090-004APN 371-070-001 APN 371-090-010
1282 1281128012791278127712761275
127812771276
1275
1274
1273
1272
1271
1270
1269
1268
1267
1266
1265
1265
1266
1267
126812691270127112721273127412751276127712781279128012811282128312841285 12841283128212811280127912781277127612751274127312721271127012691268126712661265126412631262126112601259125812571256125512541253 1266126512671266
12721271127012691268126712661265126412631262126112601259125812571258 1256
12581258
12641263126212611260
1265
1265
1270
1275
1261
1261
1262
1262
1263
1263
1264
1264
1266
1267
12681269
1271
127212731274
127612771278
1270
1275
1280
1266
1267
1268
1269
1271
1272
1273
1274
1276
127812771279

SHEET INDEX PLAN
SHEET INDEX PLANSCALE 1" = 50'
W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARK EEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAORNIRILFSILINWAECHOPDRFEREEUNAMGNENALINEISONGTSIGER2/3/2025 REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No. SEAL MARK 62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA [email protected]: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88 SCALE 1"=50'100500255075100
2 SHEET 3SHEET 4
EARTHWORK QUAINTLYTOTAL CUT14,000C.Y. TOTAL FILL21,560C.Y CUT BELOW FLOOD ELEVATION 1265.70 EL5,596C.Y. FILL BELOW FLOOD ELEVATION 1265.70 EL3,950C.Y. REQUIRED MITIGATED VOLUME5,135C.Y CONSTRUCTION NOTE1INSTALL 18" WIDE CURB-CUT.2INSTALL BIO-FILTRATION SWALE PER DETAIL.3INSTALL 24" X 24" SQUARE CONCRETE INLET.4INSTALL 24" DIA. REINFORCED CONCRETE PIPE.5INSTALL INFILTRATION BASIN.6INSTALL WEIR FLOW OUTLET.7CONSTRUCT 4' WIDE CONCRETE GUTTER.8INSTALL SUMP PUMP.9INSTALL TRENCH DRAIN WITH TRAFFIC RATED GRATE.

N 36°29'54" E 1301'
N 36°30'40" E 1301'
N 53°29'52" W 225'℄ GRAND AVENUE
SDSDSDSDSD 22
77 XXXXXXXXXXXX CHAIN LINK FENCE
1265.2
1265.6
1266.6
1265.71266.21266.3
1267.6
1268.4
1269.5
1270.5
1271.5
1272.4
1273.61274.6
1266.71266.9
1267.4
1267.81268.3
1268.2
1268.4
1268.81268.7
1269.2
1269.4
1269.41269.8
1270.71270.7
1270.81271.4
1272.2
1271.8
1271.8
1273.4
1273.4
1272.8
1273.3
1274.3
1274.21274.6
1267.61267.5
1269.6
1270.5
1271.4
1271.5
1271.5
1272.5
1273.6
1274.5
1273.5
1275.5
1275.51275.3
1275.51275.6
1277.71277.8 1276.71277.6
1280.4
1281.3
1266.7
1276.4
1269.6

SCATTERED BRUSH

XXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

BLOCK WALL
S
DYH
S
GV

USMAILUSMAILUSMAIL
DYH
S
APN 371-150-002APN 371-150-001APN 371-150-01
12811280127912781277
127812771276
1275
1274
1273
1272
1271
1270
1269
1268
1267
2% 2%
2%
1268.65FS 1274.95FS
1274.95FS
NEW BUILDINGFF=1275.00PAD=1274.08
1274.95FS
1274.95FS
1274.95FS
2%2%2%
2%
2%
2%
2%
2%
2%
2%
2%
1276.00 TC1275.50 FL1275.42FG1%
2%
2%

1.56%
1275.62 TC1275.12 FL1274.67FS1274.67FS
1274.67FS
1275.78 TC1275.28 FL
2%
1276.55 TC1276.05 FL1276.86 TC1276.36 FL
S=1%2%1%
2%2%
2%
1%
5%1279.26 TC1278.76 FL0.5%S=1%
1%8%
2%
2%
2%2%
2%
2%
2%

9.04%
1%
2% 1%
8%8%8%1276.99 TC1276.49 FL4.6%8.8%1.56%1.56%1.56%2%4.12%2%2%1276.17 TC1275.67 FL2% 2%2%
2%
1274.95FS
2%
2%0.5%
1274.83FS3.5% 8%
8%
1268.
1268.05 TC1267.38 FL2%

0.5%
NEW BUILDINGFF=1268.70PAD=1267.78
FLOOD PLAN LIMITEL 1265.70
5%
5%

0.5%
1270
1275
12681269
1271
127212731274
127612771278
1275
1280
1271
1272
1273
1274
1276
127812771279
6'WIDE CONCRETE V-DITCH6' WIDE CONCRETE V-DITCH
1276.18 TC1275.68 FL1274.95FS1274.85FS1274.85FS
1274.85 TC1274.35 FL1274.85 TC1274.35 FL1273.99FL
174.95FL, HP
1274.50FL2%1274.69FL1275.21FS
1279.68FS1277.18 TW1274.37 FS1273.87 TF1273.85FL 0.5%2:1 1274.95FS1274.95FS
2%
2%
1274.85FS1274.85FS1271.57FL 1274.00FL
1274.83FS
1274.83FS1270.85TG
1270.85TGS=1%
2%
1268.65FS2%2%
2%
2%1268.23FL2%
1269.57 TC1269.07 FL1274.07 TC1273.57 FL
1274.07 TC1273.57 FL1269.57 TC1269.07 FL
1270.07 TC1269.57 FL1273.57 TC1273.07 FL1273.57 TC1273.07 FL1273.57 TC1273.07 FL1273.57 TC1273.07 FL 1270.07 TC1269.57 FL1270.07 TC1269.57 FL1270.07 TC1269.57 FL 1273.10FS1272.30FS1268.45 TC1267.95 FL
1268.45 TC1267.95 FL1267.89 TC1267.39 FL
1268.65FS1268.65FS
1274.85 TW1270.85 FS1270.35 TF
1274.85 TW1270.85 FS1270.35 TF

1.3% 1% 1277.50 TC1277.00 FL
1%
1%
1%
2%1276.50 TC1276.00 FL1275.50 TC1275.00 FL1274.50 TC1274.00 FL1273.50 TC1273.00 FL1272.50 TC1272.00 FL1.3%1272.90 TC1272.40 FL 1276.53 TC1276.03 FL1275.65 TC1275.15 FL1276.11 TC1275.61 FL1277.31 TC1276.81 FL1276.90 TC1276.40 FL1275.90 TC1275.40 FL1274.90 TC1274.40 FL1274.40 TC1273.90 FL1273.85 TC1273.35 FL 1 1
12 3 343
22 9
98 8
40'FIRE ACCESS LANE202201
COUNTY'S K-1 LINE DRAINAGE IMPROVEMENT NOTE201CONSTRUCT 6' WIDE CONCRETE V-DITCH AT MINIMUM 1% SLOPE PER DETAIL.202CONSTRUCT HEADWALL .203INSTALL 36" RCP PIPE AT MINIMUM 1% SLOPE.204CONSTRUCT CATCH BASIN NO.6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. CB102.205CONSTRUCT CASE A LOCAL DEPRESSION PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. LD202.206CONSTRUCT CONCRETE OUTLET STRUCTURE.PRELIMINARY GRADING PLANPRELIMINARY GRADING PLANSCALE 1" = 20' W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARK EEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAORNIRILFSILINWAECHOPDRFEREEUNAMGNENALINEISONGTSIGER2/3/2025 REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No. SEAL MARK 62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA [email protected]: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88 SCALE 1"=20'40200102030403
CONSTRUCTION NOTE1INSTALL 18" WIDE CURB-CUT.2INSTALL BIO-FILTRATION SWALE PER DETAIL.3INSTALL 24" X 24" SQUARE CONCRETE INLET.4INSTALL 24" DIA. REINFORCED CONCRETE PIPE.5INSTALL INFILTRATION BASIN.6INSTALL WEIR FLOW OUTLET.7CONSTRUCT 4' WIDE CONCRETE GUTTER.8INSTALL SUMP PUMP.9INSTALL TRENCH DRAIN WITH TRAFFIC RATED GRATE.

N 36°29'54" E 1301'
N 36°30'40" E 1301'SDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
3 2
2 4
4:1H:V
1280.31280.7 1285.5
1265.4
1265.21265.61265.3
1267.5
1265.51265.51266.3
1265.6
1266.41265.2
1266.5
1265.5
1266.5
1280.5
1267.7

SCATTERED BRUSHSCATTERED BRUSHTANK

GROUND NOT VISIBLE
XXX

XXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CHAIN LINK FENCE
1263.21262.5
1262.8
1262.4
1263.4
1262.6
APN 371-150-016
APN 371-150-009
APN 371-090-010
1266
1265
1265
1266
1267
126812691270127112721273127412751276127712781279128012811282128312841285 2% NEW BUILDINGFF=1268.70PAD=1267.782% 2%2%1266.66 TC1266.16 FL1266.20 TC1265.70 FL
5 6

1.5%
1%S=1%

0.5%0.5%S=1% 2%

1.3%1266.20 TC1265.70 FL1266.48 TC1265.98 FL
1% 1267.11 TC1266.61 FL1% 1%

3.3% 1.3%
1266.20 TC1265.70 FL2%1266.56 TC1266.06 FL1266.70 TC1266.20 FL2% 2% 2%8%2% 2%
4:1H:V126512641263126212611260
FLOOD PLAN LIMITEL 1265.70

CUT LIMITFOR FLOOD CONTROLMITIGATION
1265
1265
1261
1261
1262
1262
1263
1263
1264
1264
1266
1267
1270
1266
1267
1268
1269
6' WIDECONCRETE V-DITCH1262.00FL
1263.50FL
1265.50FL S=1%1266.62FL
1268.65FS
1268.65FS1268.65FS
1268.65FS1268.55 TW1264.55 FS1264.05 TF1264.55TG
1268.55 TW1264.55 FS1264.05 TF
1268.55FS
1264.55TG
1267.89 TC1267.39 FL

1.3%1.3%1%
1%
1%1271.50 TC1271.00 FL1270.50 TC1270.00 FL1269.50 TC1269.00 FL1268.50 TC1268.00 FL1267.50 TC1267.00 FL1266.50 TC1266.00 FL 1271.90 TC1271.40 FL1270.90 TC1270.40 FL1269.90 TC1269.40 FL1268.90 TC1268.40 FL1268.37 TC1267.87 FL1267.40 TC1266.90 FL 98 89
40'FIRE ACCESS LANE
201206
COUNTY'S K-1 LINE DRAINAGE IMPROVEMENT NOTE201CONSTRUCT 6' WIDE CONCRETE V-DITCH AT MINIMUM 1% SLOPE PER DETAIL.202CONSTRUCT HEADWALL .203INSTALL 36" RCP PIPE AT MINIMUM 1% SLOPE.204CONSTRUCT CATCH BASIN NO.6 PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. CB102.205CONSTRUCT CASE A LOCAL DEPRESSION PER RIVERSIDE COUNTY FLOOD CONTROL STANDARD DRAWING NO. LD202.206CONSTRUCT CONCRETE OUTLET STRUCTURE.

PRELIMINARY GRADING PLANPRELIMINARY GRADING PLANSCALE 1" = 20' W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARK EEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAORNIRILFSILINWAECHOPDRFEREEUNAMGNENALINEISONGTSIGER2/3/2025 REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No. SEAL MARK 62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA [email protected]: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88 SCALE 1"=20'40200102030404
N 36°29'54" E 1301'
N 36°30'40" E 1301'
N 53°29'52" W 225'℄ GRAND AVENUE
N 53°31'17" W 225'

SDSDSDSDSDSDSDSD

SCATTERED BRUSH

SCATTERED BRUSHSCATTERED BRUSH

SCATTERED BRUSH

SCATTERED BRUSHSCATTERED BRUSH

SCATTERED BRUSH
TANK

GROUND NOT VISIBLE

GROUND NOT VISIBLEGROUND NOT VISIBLE
X

XXX XXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXXXXXXXXXXXX

CHAIN LINK FENCE

SCATTERED BRUSHSCATTERED BRUSHSCATTERED BRUSH

DENSE TREES

DENSE BRUSHDENSE BRUSH

DENSE BRUSH
1261.31262.6
1257.8
XXX
S
DYH
S
GV

CONCRETE V-DITCHDETAILNOT TO SCALE
36"
SEE NOTE NO. 2OPTIONALNOTE:1.CONCRETE SHALL BE TYPE II OR V, CLASS 520-C-2500 OR 520-C-2500P (IF PUMPED).2.REINFORCING SHALL BE 6" x 6" - W1.4 x W1.4 WWM OR ENGINEER APPROVEDEQUAL. REINFORCEMENT SHALL HAVE A MINIMUM OF 1-INCH CLEAR COVER AND SHALL BE PROPERLY FIXED AND SUPPORTED DURING PLACEMENT OF CONCRETE.3.GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER PRIORTO PLACEMENT OF CONCRETE. 6"7" 36"
30"
3"1121 MAX21 MAXHINGE POINT
201K-1 DRAINAGE PLAN
K-1 DRAINAGE PLANSCALE 1" = 50'
W.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARK EEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAORNIRILFSILINWAECHOPDRFEREEUNAMGNENALINEISONGTSIGER2/3/2025 REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No. SEAL MARK 62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA [email protected]: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 88 SCALE 1"=50'1005002550751005
1275128012701265⅊1285FF=1268.70PAD=1267.782%12751280127012651285EXIST FENCE PLACE 4'' MIN. DIA.APPROVED COBBLE 0.2'BELOW CURB OPENINGS FORDISTANCE OF 2' EITHERSIDE OF CURB OPENINGS 6'' HIGHCURBPAVEMENT
6'' HIGHCURBA

ASLOPE TODRAINFLOWS TOBIORETENTION
SECTION VIEWCLAA3'-6''12''
24''24''
PLAN VIEWSEEBIORETENTIONORFTP DETAILS0.2'MIN.31MAX.6''
6''X
VARIESSEEPLAN1'-6'' MIN.WARPED GUTTERDEPRESS 2''AT OPENING A-A
18'' MIN.6''
CURB OPENINGDETAILNOT TO SCALE1MAINTAIN GRASS HEIGHTAT 4"-8" HIGH OR 1.5 XTHE DEPTH OF FLOW.1' MINIMUM THICKNESS OFAMENDED SOIL MEETINGPLANTING/MEDIA SPECS. 1'1'1'5%MIN
VEGETATED SWALEDETAILNOT TO SCALE5%MIN
2 5.0%5.0%0.10'2'2'4' 1"
38" LIP (TYP.)0" LIP AT HANDICAP STALLSLEVELLINEFLOWLINE8"6" MINAGGREGATE BASE

AC PAVEMENT
4' WIDE CONCRETE DITCHDETAILNOT TO SCALE7
12751280127012651285 12751280127012651285NEW BUILDINGFF=1275.00PAD=1274.0872% 2% ℄ GRAND AVENUE
2%5%1290 1290R/W4:1
1275128012701265 12751280127012651285 1285NEW BUILDINGFF=1268.70PAD=1267.781% 5% NEW BUILDINGFF=1275.00PAD=1274.087
2%
2%1260 1260
5%
5%
1275128012701265⅊ 1285NEW BUILDINGFF=1275.00PAD=1274.082%12751280127012651285EXIST WALL SECTIONS & DETAILSW.H. ENGINEERING GROUP18240 GRAND AVENUELAKE ELSINORE, CA 92530ROME HILL BUSINESS PARK EEXP. 3/31/25NO. C 83487ACIIVFETOCTSALAORNIRILFSILINWAECHOPDRFEREEUNAMGNENALINEISONGTSIGER2/3/2025 REVISIONSAPPR.DATETHESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THEAPPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWSAND HAVE BEEN FOUND ACCEPTABLEREMON HABIB, RCE No. 83156CITY ENGINEERCITY OF LAKE ELSINOREDATEPREPARED BY:SCALE: PER PLANDATE:BENCH MARK:CITY OF LAKE ELSINORESHEETOFSHEETSFILE No. SEAL MARK 62022732/3/2025NORTH-CA: 2380 QUME DR., STE E, SAN JOSE, CA 95131SOUTH-CA: 548 WALD, IRVINE, CA [email protected]: 949-229-3357NATIONAL GEODETIC SURVEY:BM F-307ELEVATION: 1276.1DATUM: NAVD 886 SECTION A-ASCALE 1" = 10'
SECTION B-BSCALE 1" = 10'
SECTION C-CSCALE 1" = 10'SECTION D-DSCALE 1" = 10'
BLDG #1
GRAND AVENUEBLDG #2
VACANT LAND(ZONING'C-1/C-P')
VACANT LAND(ZONING 'W-1')
VACANT LAND(ZONING 'W-1')
VACANT LAND(ZONING 'W-1')
EXISTING BUILDING IN(ZONING 'C-1/C-P')
225.01'
N36°30'09E
1059.70'
N53°29'52WSUITE 101
SUITE 102
SUITE 201SUITE 202

COUNTY JURISDICTIONBOUNDARY
EXISTING 15" VCP SEWER MAIN
VACANT LAND(ZONING 'W-1')
VACANT LAND(ZONING 'W-1')
VACANT LAND(ZONING 'W-1')
VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')
VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1')VACANT LAND(ZONING 'W-1') VACANT LAND(ZONING 'W-1')
BUILDING IN(ZONING 'W-1')
1081.00'
N53°30'43E75.00'225.22'
1301.00'
150.22'LOT-1
LOT-2SUITE 202

COUNTY JURISDICTION
CITY JURISDICTIONFAULT LINE W/ 25' SETBACK
PARKING LOT TREES1824" Box sizeBrachychiton populneus / Kurrajong24" Box, LQuercus ilex / Holly Oak24" Box, LUlmus parvifolia `True Green` / True Green Elm24" Box, Lx Chitalpa tashkentensis `Morning Cloud` / Morning Cloud Chitalpa24" Box, L, Std.ACCENT TREE824" Box sizeAcacia stenophylla / Shoestring Acacia24" Box, L, Std.Cercis occidentalis / Western Redbud24" Box, LLagerstroemia x `Muskogee` / Lavender Crape Myrtle24" Box, M, Std.Olea europaea 'Swan Hill' TM / Swan Hill Olive24" Box, LTALL BACKGROUND SHRUB75-gal. sizeElaeagnus pungens `Fruitlandii` / Silverberry5-gal., LLeucophyllum frutescens `Compacta` / Compact Texas Ranger5-gal, LRhamnus californica `Eve Case` / California Coffeeberry5-gal., LTecoma x `Sunrise` / Yellow Bells Sunrise5-gal., LMEDIUM SHRUB55-gal. sizeNerium oleander `Petite Salmon` / Oleander5-gal., LOlea europaea `Little Ollie` TM / Little Ollie Olive5-gal., LRhamnus californica `Eve Case` / California Coffeeberry5-gal., LWestringia fruticosa `Wynabbie Gem` / Wynabbie Gem Coast Rosemary5-gal., LLOW SHRUB1105-gal. size & 1-gal. sizeAloe x `Always Red` / Aloe5-gal., LCallistemon viminalis `Little John` / Little John Bottlebrush5-gal, LCorrea x 'Dusky Bells' / Dusky Bells Austalian Fuchsia1-gal., LLantana x `New Gold` / New Gold Lantana5-gal., LACCENT SHRUB1025-gal. sizeAnigozanthos x `Harmony` / Kangaroo Paw5-gal., LCaesalpinia gilliesii / Yellow Bird of Paradise5-gal, LDianella revoluta 'Variegated' / Variegated Flax Lily5-gal, LMuhlenbergia dubia / Pine Muhly5-gal., LWQMP FRIENDLY SHRUBS5525-gal. sizeAristida purpurea / Purple Threeawn5-gal, LCarex spissa / San Diego Sedge5-gal, LMuhlenbergia dubia / Pine Muhly5-gal, LGROUND COVER4,517 sf1-gal. size / FlatsAcacia redolens `Desert Carpet` TM / Bank Catclaw1,175Flats, LBougainvillea x 'Monka' TM / Oo-La-La Bougainvillea1-gal, L, Plant at 36" o.c.Lantana x `New Gold` / New Gold Lantana7491-gal, L, Plant at 30" o.c.Phyla nodiflora Kurapia / Kurapia4,684Plugs, L, Plant 12" o.c.HYDROSEED30,084 sfS&S Seeds Basic Native Erosion Control Mix CONCEPT PLANT SCHEDULE PRELIM 2
PROJECT: ROME HILL COMMERCIALPRELIMINARY LANDSCAPE PLAN L-1 ROYAL OAK DESIGN
····

GRAND AVENUE
PROJECT: ROME HILL COMMERCIALPRELIMINARY FENCING PLAN
L-2 ROYAL OAK DESIGN
34" sq. pickets @6" o.c.1-1/2" sq. rails top & bottom2" sq. posts @ 8' o.c. max.set in 12" diameter x 24"deep concrete footing 8-FT. HIGH WROUGHT IRON FENCE1/2" = 1'-0"1 R-SI-FEN-05
6' HIGH SPLIT FACE BLOCK WALL1" = 1'-0"
6" x 2" x 16" split face cap
#4 bar con.#4 bar @ 32"6" x 2" x 16" split face blockFinish gradeFinish grade Concrete footing w/ #4 bar cont.
2 R-SI-MAS-03

Lake Elsinore City CouncilNovember 18, 2025

Lake Elsinore City Council
November 18, 2025