HomeMy WebLinkAboutB20-1843 2020.08.28 Morgue Construction Documents and Bid Set CivilDOOR TAG
WINDOW TAG
CABINET TYPE
SPOT ELEVATION
TOC
TOP
TOS
TOP
ELEVATION
BENCHMARK OR
TYPICAL ELEVATION
TOPOGRAPHIC
CONTOUR ELEVATION
PROPERTY LINE
631
AA
CC
BBDD
MODULE LOCATION
SHEET LOCATION
CUT DESIGNATION
MODULE LOCATION
SHEET LOCATION
MODULE LOCATION
SHEET LOCATION
COLUMN GRID
MATCH LINE
AREA OF BUILDING
SHOWN ON SHEET
ROOM NAME
ROOM NUMBER
OFFICE
PLAN SYMBOLS
MATERIAL SYMBOLS
CONCRETE
GYP. BOARD
MASONRY
BATT INSULATION
RIGID INSULATION
ORIENTED STAND BOARD
ELEVATION
STEEL OR METAL
BLOCKING
CONTINUOUS PLATE
EXPOSED WOOD
SOIL
GRAVEL
ASPHALT PAVING
SPECIALTY AS NOTED
A.P.A. RATED SHEATHINGLANDSCAPING - AS NOTED
SCOPE OF WORK:
THIS PROJECT CONSISTS OF NEW CONSTRUCTION OF A FACILITY FOR
THE BUTTE COUNTY SHERIFF/CORONER. THE CMU BUILDING WILL HOUSE THE
SHERIFF'S EVIDENCE LOCKER AND MORGUE.
GOVERNING CODES:
- 2019 CALIFORNIA ADMINISTRATIVE CODE (CAC), PART 1 TITLE 24 CCR
- 2019 CALIFORNIA BUILDING CODE (CBC), PART 2 TITLE 24 CCR (2015
INTERNATIONAL BUILDING CODE, VOL 1 & 2, AND 2016 CALIFORNIA
AMENDMENTS)
- 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3 TITLE 24 CCR (2014
NATIONAL ELECTRICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
- 2019 MECHANICAL CODE (CMC), PART 4, TITLE 24 CCR (2015 IAPMO
UNIFROM MECHANICAL CODE AND 2016 CALIFORNIA AMENDMENTS)
- 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 CCR (2015 IAPMO
UNIFORM PLUMBING CODE AND 2016 CALIFORNIA AMENDMENTS)
- 2019 CALIFORNIA FIRE CODE (CFC), PART 9 TITLE 24 CCR
- 2019 CALIFORNIA EXISTING BUILDING CODE (CEBC), PART 10 TITLE 24 CCR
- 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN), PART 11,
TITLE 24 CCR, TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL
REGULATIONS
- NFPA 13 2019 EDITION WITH CALIFORNIA AMENDMENTS
- NFPA 70 2019 EDITION WITH CALIFORNIA AMENDMENTS
- NFPA 72 2019 EDITION WITH CALIFORNIA AMENDMENTS
- NFPA 110 2019 EDITION WITH CALIFORNIA AMENDMENTS
A.P. NUMBER AND ZONING:
ASSESSOR'S PARCEL NUMBER: 031-040-028 AND IS ZONED PQ
SPECIAL INSPECTIONS:
SEE STRUCTURAL
CALIFORNIA STATE FIRE MARSHAL CODE ANALYSIS CHECKLIST
1. OCCUPANCY CLASSIFICATION & USE: B- OFFICE AND S-1 STORAGE
2. BUILDING CONSTRUCTION TYPE: II-B NS
3. NUMBER OF STORIES: 1
4. ACTUAL BUILDING HEIGHT: 18'-8"
5. BUILDING AREA OF PROJECT IN SQUARE FEET: 10,992 SF GROSS
FLOOR AREA; 11,323 SF COVERED AREA
6. AREA OF PROJECT IN SQUARE FEET: 10,992 SF
7. SEPARATED OR NON-SEPARATE USE: NON-SEPARATED
8. ALLOWABLE AREA PER CBC: 17,500 SF (S-1)
9. AREA INCREASE: N/A
10. HEIGHT INCREASE: N/A
11. FIRE SPRINKLERS: NO
12. FIRE ALARM: YES
13. OTHER FIRE PROTECTION SYSTEM: NONE
14. SMOKE CONTROL SYSTEM: NO
15. OCCUPANT LOAD (TOTAL): 141
16. YEAR BUILDING WAS CONSTRUCTED: NEW CONSTRUCTION
17. HIGH FIRE HAZARD SEVERITY ZONE: NO
18. SEISMIC JOINTS: NO
19. EMERGENCY RESPONDER RADIO COVERAGE: YES
OCCUPANCY:
B (BUSINESS)
S-1 (STORAGE)
TO BE NONSEPARATED OCCUPANCIES (PER CBC 508.3 AND 508.3.3)
C.B.C. CONSTRUCTION TYPE:
TYPE II-B
(NON SPRINKLERED)
PROPOSED AREA AND DESCRIPTION:
6432 SQ. FT. (B OCCUPANCY)
-OFFICE AND LABORATORY AREAS
4,558 SQ. FT. (S-1 OCCUPANCY)
-MODERATE HAZARD STORAGE AREAS
TOTAL BUILDING = 10,992 SQ. FT.
OUTDOOR COVERED AREAS = 331 SQ. FT.
NUMBER OF STORIES:
ONE
ALLOWABLE AREAS: (PER TABLE 506.2)
B OCCUPANCY = 23,000 SQ. FT.
S-1 OCCUPANCY = 17,500 SQ. FT.
EXITING: (SEE EGRESS PLAN SHEET A2.3)
2 EXITS REQUIRED
(3 EXITS PROVIDED)
ACCESSIBILITY:
THIS BUILDING IS INTENDED TO BE FULLY ACCESSIBLE TO THOSE WITH DISABILITIES
OCCUPANT LOAD: (SEE SHEET A2.3 FOR BREAKDOWN)
TOTAL = 99 OCCUPANTS
COMMISSIONING:
PER CALIFORNIA GREEN BUILDING STANDARDS CODE
ARCHITECT
CONTACT: DON RUSSELL
115 MEYERS STREET, SUITE 110
CHICO, CA 95928
PHONE: 530-342-0302
EMAIL: don@rgachico.com
RUSSELL, GALLAWAY
ASSOCIATES
ENGINEERING
CONTACT: SHAWN WADE
1730 SOUTH ST.
REDDING, CA 96001
PHONE: 530-244-0202
EMAIL: swade@paceengineering.us
PACE
ENGINEERING
LANDSCAPE
CONTACT: BRIAN FIRTH
627 BROADWAY, STE 220
CHICO, CA 95928
PHONE: 530-899-1130
EMAIL: brian@bfladesign.com
BFLA
ESTIMATING
CONTACT: JOHN MORENO
9700 USINESS PARK DR. STE 102
SACRAMENTO, CA 95827
PHONE: 916-203-9802
FAX: 916-925-4000
SIERRA WEST GROUP
DEFERRALS:
SIGNS REQUIRE SEPARATE PERMIT.
NO APPROVAL IS GIVEN OR IMPLIED UNDER THIS PLAN CHECK
RELATIVE TO ANY SIGN(S) DEPICTED OR CONTEMPLATED.
PROJECT SITE
GILLICK WAY, OROVILLE
SHEET CONTENTS REVISION
1 - GENERAL
G0.1 COVER SHEET
2 - CIVIL
C1.0 TOPOGRAPHIC MAP
C1.1 DEMOLITION PLAN
C2.0 GRADING PLAN
C2.1 ENLARGED GRADING DETAILS
C3.0 UTILITY PLAN
C4.0 MS4 PLAN
C5.0 INTERIM EROSION CONTROL PLAN
C6.0 DETAILS
C6.1 DETAILS
C6.2 DETAILS
3 - ARCHITECTURAL
A0.1 OVERALL SITE PLAN 2
A0.2 ENLARGED SITE PLAN 1
A0.3 SITE DETAILS AND ACCESSIBILITY 2
A1.1 DOOR SCHEDULE 1
A1.2 WINDOW AND FINISH SCHEDULE
A2.1 OVERALL FLOOR PLAN 1
A2.2 DIMENSION FLOOR PLAN
A2.3 EGRESS PLAN
A2.4 DEPARTMENT PLAN
A2.5 ENLARGED PLANS
A2.6 ENLARGED PLANS
A2.7 REFLECTED CEILING PLAN 1
A2.8 ROOF PLAN 1
A2.9 FURNITURE PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATIONS
A4.1 BUILDING SECTIONS
A4.2 BUILDING SECTIONS
A4.3 WALL SECTIONS 1
A4.4 ROOF SERVICE STAIR PLANS 1
A5.1 INTERIOR ELEVATIONS 1
A5.2 INTERIOR ELEVATIONS
A5.3 INTERIOR ELEVATIONS
A6.1 INTERIOR ACCESSIBILITY
A6.2 CEILING DETAILS
A6.3 INTERIOR DETAILS
A6.4 AWS CABINET STYLES
A7.1 EXTERIOR DETAILS
A7.2 EXTERIOR DETAILS
4 - STRUCTURAL
S1.0 GENERAL NOTES 1
S1.1 TESTING AND INSPECTION
S1.2 TYPICAL DETAILS
S1.3 TYPICAL DETAILS
S1.4 METAL STUD DETAILS 1
S1.5 METAL STUD DETAILS
S1.6 TYPICAL DETAILS
S2.1 FOUNDATION PLAN
S2.2 ROOF FRAMING PLAN 1
S3.1 SECTIONS 1
S3.2 SECTIONS 1
S5.1 DETAILS 1
S6.1 STAIR FRAMING PLAN AND DETAILS 1
S6.2 EQUIPMENT ANCHORAGE DETAILS
5 - MECHANICAL
M1.0 MECHANICAL LEGENDS
M1.1 MECHANICAL SCHEDULES
M1.2 MECHANICAL SCHEDULES 1
M2.1 MECHANICAL FLOOR PLAN
M2.2 MECHANICAL ROOF PLAN
M4.1 MECHANICAL DETAILS
M4.2 SECTIONS AND DIAGRAMS 1
M4.3 HEATING WATER PIPING DIAGRAM
5A - MECHANICAL CONTROL DIAGRAMS
CT1.0 SYSTEM ARCHITECTURE 2
CT2.0 SYSTEM MANAGER CONTROL DIAGRAM 2
CT3.0 VAV WITH REHEAT CONTROL DIAGRAM 2
CT3.1 HOT WATER REHEAT CONTROL DIAGRAM 2
CT3.2 PSH500A TRANSFORMER DETAIL 2
CT4.0 OAS-1, OAS-2 & OAS-3 CONTROL DIAGRAM 2
CT5.0 EXHAUST FANS EF-1 & EF-2 CONTROL DIAGRAM 2
CT5.1 EXHAUST FAN EF-4 CONTROL DIAGRAM 2
CT5.2 EXHAUST FANS EF-3, EF-5, EF-6 & EF-7 CONTROL DIAGRAM 2
CT6.0 BOILERS B-1, B-2 & HWP-1 CONTROL DIAGRAM 2
CT6.1 WATER HEATERS WH-1 THROUGH WH-3 CONTROL DIAGRAM 2
CT7.0 DNA & BEFERAGE AIR FREEZER CONTROL DIAGRAM 2
CT8.0 SEQUENCE OF OPERATION 2
6 - ELECTRICAL
E0.1 ELECTRICAL AND LIGHTING SCHEDULES 1
E0.2 ONE-LINE DIAGRAM
E0.3 PANEL SCHEDULES
E1.1 ELECTRICAL SITE PLAN
E2.1 POWER PLAN
E2.2 ROOF PLAN
E3.1 LIGHTING PLAN
E4.1 ELECTRICAL DETAILS
E4.2 ELECTRICAL DETAILS
6A - FIRE ALARM
FA0.1 FIRE ALARM SCHEDULES
FA2.1 FIRE ALARM PLAN
FA4.1 FIRE ALARM DETAILS
6B - TECHNOLOGY
T0.1 TECHNOLOGY SCHEDULES
T1.1 TECHNOLOGY SITE PLAN
T2.1 TECHNOLOGY PLAN
T2.2 INTRUSION AND ACCESS PLAN
T2.3 AUDIO VISUAL PLAN
T3.1 LOW VOLTAGE PATHWAY PLAN
T4.1 TECHNOLOGY DETAILS
7 - PLUMBING
P1.0 PLUMBING SCHEDULES 1
P2.1 PLUMBING WATER SUPPLY FLOOR PLAN
P2.2 PLUMBING WASTE FLOOR PLAN 1
P4.0 PLUMBING DETAILS
P4.1 PLUMBING DETAILS
8 - LANDSCAPING
L-1.0 LANDSCAPE CONSTRUCTION PLAN 1
L-1.1 LANDSCAPE CONSTRUCTION DETAILS 1
L-2.0 LANDSCAPE PLANTING PLAN 1
L-2.1 LANDSCAPE PLANTING DETAILS 1
L-3.0 LANDSCAPE IRRIGATION PLAN 1
L-3.1 LANDSCAPE IRRIGATION DETAILS 1
L-3.2 LANDSCAPE IRRIGATION DETAILS 1
L-3.3 LANDSCAPE IRRIGATION CALCULATIONS 1
9 - CALIFORNIA GREEN CODE
CG-1 CALGREEN MANDITORY MEASURES
10 - ENERGY COMPLIANCE
EC-1 ENVELOPE ENERGY COMPLIANCE 1
EC-2 MECHANICAL ENERGY COMPLIANCE 1
EC-3 MISC. ENERGY COMPLIANCE 1
PROJECT
RGA PROJECT #
DRAWN
CHECKED
SUBMITTAL DATE
OWNER
PROJECT ADDRESS
ASSESSORS PARCEL
NUMBER
PLAN CHECK #
115 MEYERS STREET
SUITE 110
CHICO, CA 95928
530 342 0302
RUSSELL,
GALLAWAY
ASSOCIATES inc.
RUSSELL,
GALLAWAY
ASSOCIATES inc.
r .r .
www.rgachico.com
..gg aa
architecture + engineering
CONSULTANT
1ST RESUBMITTAL 1 2020.08.14
2ND RESUBMITTAL 2 2020.08.28
COVER SHEET
G0.1
DR
RGA
19-467
EVIDENCE /
MORGUE
FACILITY
BUTTE
COUNTY
SHERIFF-
CORONER
GILLICK WAY
OROVILLE CA
95965
031-040-028
B20-1843
2020.06.12
DRAWING RELATED ITEMS
A. GENERAL DISCLAIMER ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS
DRAWING SET ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE
OWNER. THEY MAY NOT BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF RUSSELL,
GALLAWAY AND ASSOCIATES (R.G.A.) OR THE OWNER. ADDITIONALLY THE OWNER HOLDS RIGHTS TO
THE DRAWINGS, BUT SHALL INDEMNIFY R.G.A. FROM USES NOT CONTAINED WITHIN THE DRAWINGS.
B. CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH THE
CODES AS LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE
WRITTEN REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE
CONFIRMED IN WRITING BY THE JURISDICTION'S BUILDING OFFICIAL.
C. VERBAL DEFINITIONS "ACCESSIBLE" REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS
FOR DISABLED PERSONS AS PRESCRIBED IN THE AMERICAN'S WITH DISABILITIES ACT (A.D.A.) AND
CHAPTER 11 OF THE C.B.C.
"ALIGN"MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE: WALLS, WINDOWS,
JAMB, ETC.) LINE UP ACROSS VOIDS OR DISCONTINUITIES.
"TYPICAL"MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED.
"SIMILAR"MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED.
D. DETAILS ARE INTENDED TO THE END RESULT OF WORK. MINOR MODIFICATIONS NECESSARY TO
ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO
APPROVAL OF R.G.A.
E. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT.
DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE
FOUND, A REQUEST SHALL BE MADE TO R.G.A. FOR VERBAL OR WRITTEN CLARIFICATION.
F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN, UNLESS
OTHERWISE NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES,
OR TOP OF SHEATHING UNLESS OTHERWISE NOTED IN DRAWINGS.
G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P.)
DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIFIES WHICH
SHEETS SHOULD BE INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET, IT
IS THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS
PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES (SEE ITEM 'B' ABOVE). IF M.E.P. DRAWINGS
ARE INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL
DRAWINGS. ANY DISCREPANCIES SHALL BE BOUGHT TO THE ATTENTION OF R.G.A. FOR CLARIFICATION.
H. ASSEMBLIES WITHIN RATED CONSTRUCTION REQUIRE A UL ASSEMBLY NUMBER RECOGNIZED BY THE
C.B.C., C.F.C. OR FIRE MARSHAL. WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS
CRITICAL THAT THE ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS THEREOF AND THAT PRODUCT
LITERATURE RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION.
I. EXPOSED INSULATION SYSTEMS, INCLUDING THOSE APPLIED TO THE EXTERIOR SURFACES OF DUCTS,
SHALL MEET THE FLAME SPREAD REQUIREMENTS OF THE C.F.C. AND C.B.C. CHAPTER 7.
J. PLEASE REFER TO THE DOOR SCHEDULE FOR THE REQUIREMENTS OF DOORS AND DOOR SIGNAGE.
K. PLEASE REFER TO THE ENERGY COMPLIANCE SHEETS (IF NECESSARY IN THIS SUBMITTAL) FOR THE
REQUIREMENTS ASSOCIATED WITH CALIFORNIA TITLE 24 ENERGY REQUIREMENTS.
L. PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE
GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ITEMS.
M. FACILITIES WHICH ARE OPEN TO THE GENERAL PUBLIC ARE REQUIRED TO BE ACCESSIBLE. FOR
ADDITIONAL INFORMATION REGARDING ACCESSIBILITY SEE INTERIOR AND EXTERIOR ACCESSIBILITY
SHEETS.
CONTRACTOR RELATED ITEMS - REFER TO SPECIFICATIONS DIVISION 1 AND CONSTRUCTION CONTRACT
FOR ADDTIONAL INFORMATION AND REQUIREMENTS.
1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL
SAMPLES TO THE COUNTY FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK.
2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY
CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE COUNTY FOR
CONSIDERATION BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL ALSO VERIFY THE
LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK.
3. EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE
COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND
OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND
COORDINATE ALL PORTIONS THEREOF.
4. THE CONTRACTOR IS EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO
HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE. SUCH CONDITIONS
SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK. ANY WORK
DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER.
6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED TO THE
COUNTY IN A TIMELY MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE COUNTY WITH
RESPECT TO DESIGN AND PERFORMANCE. THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND
DELAYS WHICH ARE THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS
ARE REQUIRED IN ORDER TO REVIEW ALTERNATIVE ITEMS. THE COUNTY RESERVES THE RIGHT TO
REJECT A SUBSTITUTION FOR ANY REASON. CHANGES MUST ADDITIONALLY BE APPROVED BY THE
GOVERNING AGENCY.
7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK SHALL
BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS.
8. THE CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING POWER,
WATER, OR OTHER UTILITIES, WITH THE COUNTY. SUCH DISRUPTIONS MAY INCLUDE CONCRETE CUTTING
OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL FACILITY OPERATIONS.
9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF
INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE
FOR THE LIMITS AS REQUIRED BY LAW AND THE COUNTY CONTRACT FOR CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY
PRECAUTIONS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS AND
REGULATIONS.
10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE
COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN-UP, CLEAN ALL GLASS, AND PLASTIC
LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM-CLEAN CONDITION.
11. THE CONTRACTOR SHALL GUARANTEE FOR ONE (1) YEAR THAT ALL OF THE WORK PERFORMED UNDER
THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK-PROOF IN
EVERY PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP.
12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND
EQUIPMENT OF ANY LONG LEAD TIME ITEMS. THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND
ALL WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES.
RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED.
AA - DRAWING INDEX
SCALE: NONE
EE - CODE SUMMARY
SCALE: NONE
II - GENERAL NOTES
SCALE: NONE
MM - PLAN SYMBOLS
SCALE: NONE
NN - MATERIAL SYMBOLS
SCALE: NONE
QQ - ABBREVIATIONS
SCALE: NONE
SS - VICINITY MAP
SCALE: NONE
LL - PROJECT INFORMATION
SCALE: NONE
& AND
@ AT
A.B. ANCHOR BOLT
A.C. ASPHALT
CONCRETE
A/C AIR
CONDITIONER
A.D. AREA DRAIN
ACOUST. ACOUSTICAL
ADJ. ADJACENT
A.F.F. ABOVE FINISHED
FLOOR
AGG. AGGREGATE
ALUM. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECURAL
ASSY. ASSEMBLY
ASPH. ASPHALT
BD. BOARD
BLDG. BUILDING
BLK(G) BLOCKING
BM. BEAM
BOT. BOTTOM
CAB'T CABINET
C.B. CATCH BASIN
C.B.C. UNIFORM
BUILDING CODE
W/ CALIFORNIA
AMENDMENTS
CEM. CEMENT
CER. CERAMIC
C.I. CAST IRON
C.J. CONTROL JOINT
C CENTER LINE
CLG. CEILING
CLR. CLEAR
CMU CONCRETE
MASONRY UNIT
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONST CONSTRUCTION
CONT. CONTINUOUS
C.W. COLD WATER
DBL. DOUBLE
DET. DETAIL
D.F. DRINKING
FOUNTAIN/
DOUG FIR
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
DR. DOOR
D.S. DOWN SPOUT
DWG. DRAWING
(E) EXISTING
EA. EACH
E.J. EXPANSION JOINT
ELECT. ELECTRIC(AL)
ELEV. ELEVATION
EMBED EMBEDMENT
EQ. EQUAL
EQUIP. EQUIPMENT
EXH. EXHAUST
EXP. EXPANSION
EXT. EXTERIOR
FBGL. FIBERGLASS
FE/FEC FIRE
EXTINGUISHER/
CABINET
F.D. FLOOR DRAIN
FHWS FLAT HEAD WOOD
SCREW
FIN. FINISH
FLR. FLOOR(ING)
FOC FACE OF
CONCRETE
FOS FACE OF STUD
FRAMG. FRAMING
FTG. FOOTING
FURN. FURNISHED
GA. GAUGE
GALV. GALVANIZED
G.B. GRAB BAR
G.I. GALVANIZED IRON
GLB GLUE LAMINATED
BEAM
GLU-LAM GLUE LAMINATED
GYP. GYPSUM
GYP. BD. GYPSUM BOARD
H.B. HOSE BIB
HDR. HEADER
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HT. HEIGHT
I.D. INSIDE DIAMETER
INSUL. INSULATION
INT. INTERIOR
JAN. JANITOR
JT. JOINT
LAM. LAMINATE
LAV. LAVATORY
LT. LIGHT
MAS. MASONRY
MAX. MAXIMUM
MECH. MECHANICAL
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD. MOUNTED
MTL. METAL
MTP METAL TOILET
PARTITION
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O DIAMETER
O/ OVER
O.C. ON CENTER
O.D. OUTSIDE
DIAMETER
OPG. OPENING
OPP. OPPOSITE
P.B. PIPE BOLLARD
PERIM. PERIMETER
PERPEND PERPENDICULAR
PFB. PREFABRICATED
PL PROPERTY LINE
PLAM. PLASTIC LAMINATE
PLAS. PLASTER
PLYWD. PLYWOOD
PR. PAIR
PT. POINT
PTD. PAPER TOWEL
DISPENSER
PTD/R PTD AND
RECEPTACLE
PVC POLYVINYL
CHLORIDE
R RISER OR RADIUS
R.B. RUBBER BASE
R.D. ROOF DRAIN
REF. REFRIGERATOR
REINF. REINFORCE(D)
REQD. REQUIRED
REV. REVERSED
RHWS ROUND HEAD
WOOD SCREW
RM. ROOM
R.O. ROUGH OPENING
RWD. REDWOOD
S.C. SOLID CORE
SCD SEAT COVER
DISPENSER
SCHED. SCHEDULE
SD SOAP DISPENSER
SECT. SECTION
SH SHELF, SHELVING
SHT. SHEET
SHTG. SHEATHING
SIM. SIMILAR
S.O.G. SLAB ON GRADE
SND SANITARY NAPKIN
DISPENSER
SNR SANITARY NAPKIN
RECEPTACLE
SPECS SPECIFICATIONS
SQ. SQUARE
S.S. STAINLESS STEEL
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRL. STRUCTURAL
SUSP. SUSPENDED
SYM. SYMMETRICAL
SYS. SYSTEM
T TREAD
TB TACKBOARD
T&G TONGUE &
GROOVE
TEL. TELEPHONE
TEMP. TEMPERED
THK. THICK(NESS)
TOB TOP OF BLOCK
TOM TOP OF MASONRY
TOP TOP OF PLATE
TOS TOP OF SLAB
TOW TOP OF WALL
TPD TOILET PAPER
DISPENSER
T.S. TUBULAR STEEL
TYP. TYPICAL
UON UNLESS
OTHERWISE
NOTED
UR URINAL
VERT. VERTICAL
V.C.T. VINYL
COMPOSITION TILE
VWC VINYL WALL
COVERING
W/ WITH
WAIN. WAINSCOT
WC WATER CLOSET
WD. WOOD
W.H. WATER HEATER
WP WATERPROOF-
(ING)
GG - APPROVALS/DEFERRALS
SCALE: NONE
BUTTE COUNTY SHERIFF-CORONER
EVIDENCE / MORGUE FACILITY
GILLICK WAY OROVILLE CA 95965
721V
(E)SD
(
E
)
SD
(
E
)
SD (E)SD(E)SD(E)SD(E)SD(E)SD
(E)SD(E)SD(E)SD (E)SD (E)SD (E)SD
(E)SD (E)SD (E)SD
(E)SD(E)SD(E)SD(E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD18"INV=244.88(E)SD(E)SD(E)SD(E)SS (E)SS (E)SS (E)SS (E)SS(E)SS(E)SD(E)SD(E)SD(E)SDSS FMSS FM
SS
FM
SS
FM
SS
FM
SS
FM
(E)SS (E)SS (E)SS (E)SS(E)SS(E)SS(E)SS(E)SD(E)SD(E)SD(E)SD(E)G (E)G (E)G (E)G (E)G (E)G
F/OF/OF/OF/OF/OF/O(E)T(E) EAST FACILITYSS FM(E)E (E)E (E)E(E)W(E)W(E)W(E)W(E)T(E)T(E)T(E)T(E)T(E)T(E)T(E)TF/OF/OF/OF/OF/OF/OF/OF/O(E)E(E)E(E)E(E)E(E)E(E) BUILDINGJUVENILE HALLBUILDING(E
)T
(E)T(E)T(E)SD(E)SS(E)WF/O F/O14 CP NAILELEV = 251.4621 CP NAILELEV = 251.155 CP BMNAIL / WASHERELEV = 266.9323 CP SPIKEELEV = 265.4922 CP SPIKEELEV = 252.021151 CP SPIKEELEV = 238.83892 CP SPIKEELEV = 250.82GILLICK WAY(E)SSPL
PLPLPL
PL
X X X X X X X
XXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXIIII(E) BASKETBALL COURT(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SDF/OF/O
(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SSSS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM(E)SS(E
)
S
S
(E
)
S
S
(E
)
S
S
(E
)
S
S
SS
F
M
SS
F
M
SS
F
M
SS
FM (E)SD(E)SDSEDIMENT FOREBAY250250
25
5
251
251252252253
25
4 240245250237238239241242243244246247248249251252 245250244246247248249251
250249251245250246247248249240238
239241242(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E) SD CBGRATE EL 251.13INV EL 245.59 24"(E) 24" SD(E) 24" SD(E) BASKETBALLHOOP(E) COVERED CONC(E) TELE PED(E) TELE VAULT(E) FIBER VAULTR-VALUE #4TEST PITR-VALUE #5TEST PIT(E) CONC PATHW/ RR TIE STEPS(E) LANDSCAPE WALL(E) SS FM(E) HORSE SHOE PITS(E) SD OUTLETINV 241.79 12"(E) SSMHRIM EL 252.77INV 252.02 2" ININV 251.37 2" ININV 251.22 4" OUT(E) FENCE, TYP(E) FENCEGATE(E) FM SSMHRIM EL 251.472 -1" CHECK VALVES(E) SSMHRIM EL 264.0±INV EL 256.24(N)INV EL 256.32(SW)(E) 60" SDMHRIM=252.3±INV=244.19(E) 60" SDMHRIM=250.50INV=244.36(24")INV=243.36(36")(E) 84" SDMHRIM EL 250.0±INV 242.8± 24" (SE)INV 241.23 36" (N)ABANDONED STORM DRAIN(E) 36"X36" CONCRETE DRAIN INLET,GRATE EL 248.70INV EL 244.46(E) 6" SS STUBINV EL 245.60(E) SSMHRIM EL 259.0±INV EL 245.40(S&W)INV EL 245.32(N)(E) SSMHRIM EL 242.5±INV EL 236.66(E&S)INV EL 236.58(W)RIM=241.2±INV=235.93(N)INV=235.84(E)INV=235.76(S)TOP=242.5±INV=236.93(IN)INV=236.78(OUT)(E) 36" SD(E) 36" SD(E) 4" SSFORCE MAIN(E) 6" GRAVITY SS(E) 6" GRAVITYSS(E) 6" GRAVITYSS(E) SS LIFT STATION(E) WOODBRIDGE(E) SD OUTLETINV 237.25 12"(E) SD INLETINV 237.22 12"(E) SD OUTLETINV 236.99 18"(E) SD INLETINV 240.89 18"(E) FLARED ENDSECTION,INV 238.60(E) SD CBGRATE EL 250.35INV EL 244.15 12"BOTTOM EL 244.45(E) SSMHRIM EL 252.034"INV(NE) EL 249.234"INV(E) EL 247.436"INV(S) EL 247.836"INV(W) EL 247.06(E) CONDUIT(E) LIGHTPOLE BASE(E) SD CBGR EL 251.0324" INV(S) EL 244.5324" INV(N) EL 244.48(E) BASKETBALL HOOP(E) IRRIGATIONCONTROL VALVES(E) HOSE BIBB(E) COVERED CONC(E) SD CBGRATE EL 250.5518" INV(SW) EL 246.5412" INV(W) EL 246.5324" INV(N) EL 246.34BOTTOM EL 246.81(E) SD CBGRATE EL 250.4810"INV(N) EL 247.8712"INV(E) EL 247.75BOTTOM EL 247.86(E) SD CBGRATE EL 254.76CONCRETE EL 255.0624"INV(SE) EL 249.6824"INV(NW) EL 249.69(E) FIBER VAULT(E) FIBER OPTIC(E) GATE(E) GRAVELACCESS ROAD(E) GATE(E) GATEAPPROXLOCATION OLDTRUCK TRAILER(E) DOG CAGES(E) SS PUMP(E) CONC WALKWAY(E) SWALE(E) EVAPCOOLER(E) IRR CONTROLVALVES(E) CARPORT(E) WOODBRIDGE(E) SD OUTLETINV EL 237.70 8"(E) PATHW/ RR TIE STEPS(E) FOREBAY OUTLETSTRUCTURE(E) SWALE(E) SWALE(E) 24" SD(E) SD CBGRATE EL 251.634"INV(NE) EL 250.254"INV(NW) EL 250.188"INV(E) EL 249.40BOTTOM EL 249.5(E) SD CBGRATE EL 253.168" INV EL 250.18(E) SD CBGRATE EL 253.258" INV EL 250.14(E) SD CBGRATE EL 251.604"INV(NW) EL 250.204"INV(NE) EL 250.108"INV(W) EL 248.6010"INV(S) EL 248.60BOTTOM EL 248.7(E) SD CBLID=260.54SIDE INLET INV (OPENING 1.0' X 1.35') (W) = 258.79SIDE INLET INV (OPENING 1.0' X 1.35') (E) = 258.79(E) FIBER VAULT(E) ELEC LINE(E)T(E)T(E)T(E)T (E)T(E)T(E)T(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E) TELECOM(E) 8" SD(E) 10" SD(E) 12" SD(E) 18" SD(E) 18" SD(E) FH(E) 8" SD(E) STREET LIGHT, TYP(E)W(E)W(E)W(E)W(E)SD (E) 18" SD(E) 8" W(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E (E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E) SD CBGRATE EL 259.8018"INV(N) EL 256.5018"INV(S) EL 256.44SPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28GRAPHIC SCALE01 IN = 20 FT2040ABBREVIATIONSABAGGREGATE BASEADAREA DRAINCBCATCH BASINCLCENTERLINECMPCORRUGATED METAL PIPECOCLEANOUTCPCONTROL POINTDIDROP INLETD/WDRIVEWAY(E)EXISTINGEGEXISTING GRADEELECELECTRICALEL/ELEVELEVATIONFESFLARED END SECTIONF/OFIBER OPTICFH FIRE HYDRANTFLFLOWLINEFSFIRE SERVICEGRGRATEGVGAS VALVEHDPEHIGH DENSITY POLYETHYLENEHMAHOT MIX ASPHALTINVINVERTLATLATERALLFLINEAL FEETMHMANHOLEPEDPEDESTALPLPLANTERPHPHONERCPREINFORCED CONCRETE PIPESSLOPESDSTORM DRAINSDMHSTORM DRAIN MANHOLESSSANITARY SEWERSSCOSANITARY SEWER CLEANOUTSSMHSANITARY SEWER MANHOLESTDSTANDARDTBCTOP BACK OF CURBTCTOP CONC/CURBTYPTYPICALUGUNDERGROUNDUNOUNLESS NOTED OTHERWISEWWATERWMWATER METERWSWATER SERVICEWVWATER VALVECP#AGGREGATE BASE LIMITAREA DRAINBENCHMARKBOLLARDCENTERLINECONTROL POINTCULVERTELECTRICAL PANEL / BOXFOUND MONUMENT AS NOTED(E) FIRE HYDRANT(E) GAS METER(E) GAS VALVEGUY ANCHORHOSE BIBLIGHT POLEPHONE PEDESTALPOLE- JOINT UTILITYPOLE- POWERSANITARY SEWER LATERALSANITARY SEWER MANHOLESANITARY SEWER CLEANOUT / RODHOLESANITARY SEWER CAPSTORM DRAIN MANHOLETELCO BOXTEST PITTREE/SHRUBWATER METER/BOX(E) WATER VALVESYMBOL LEGENDWCLEGVPGHBT LINE LEGEND(E) EP(E) CONCPROPERTY LINE(E) FLOWLINE(E) WATER MAIN(E) WATER SERVICE(E) FIRE SERVICE(E) STORM DRAIN(E) SANITARY SEWER(E) GAS LINE(E) TELECOM LINE(E) FIBER OPTIC LINE(E) ELEC LINETOE OF SLOPETOP OF SLOPE(E) FENCEWSFS(E)SS(E)G(E)SD(E)WHATCH LEGEND(E) CONCRETE(E) PAVEMENT(E) AB ROAD(E)TF/OXTOPOGRAPHICMAPC1.0(E)ENOTES:1.TOPOGRAPHIC MAP BASED ONSURVEY INFORMATION PROVIDEDBY BUTTE COUNTY. ORIGNIALSURVEY PERFORMED BY ROLLSANDERSON & ROLLS DATED9-26-16. SURVEY CONDUCTEDJULY & AUGUST 2016.2.CONTOUR INTERVAL: 1-FOOT3.SURVEY DATUMH: NAD 83 STATE PLANE ZONE 1V: NAVD 888/28/20
(E)SD
(
E
)
SD
(
E
)
SD (E)SD(E)SD(E)SD(E)SD(E)SD
(E)SD(E)SD(E)SD (E)SD (E)SD (E)SD
(E)SD (E)SD (E)SD
(E)SD(E)SD(E)SD(E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SDSDOUTLET18"INV=244.88(E)SD(E)SD(E)SD(E)SS (E)SS (E)SS (E)SS (E)SS(E)SS(E)SS(E)SD(E)SD(E)SD(E)SDSS FM S
S
FM
SS
FM
SS
FM
SS
FM
SS
FM
(E)SS (E)SS (E)SS (E)SS(E)SS(E)SS(E)SS(E)SD(E)SD(E)SD(E)SD(E)G (E)G (E)G (E)G (E)G (E)G
F/OF/OF/OF/OF/OF/O(E)T(E) EAST FACILITYSS FM(E)E (E)E (E)E (E)E (E)E (E)E (E)E (E)E (E)E (E)E(E)E(E)W(E)W(E)W(E)W(E)T(E)T(E)T(E)T(E)T(E)T(E)T(E)TF/OF/OF/OF/OF/OF/OF/OF/O(E)E(E)E(E)E(E)E(E)E(E) BUILDINGJUVENILE HALLBUILDING(E)T(E)T
(E
)T(E)SS(E)WF/O F/O14 CP NAILELEV = 251.4621 CP NAILELEV = 251.155 CP BMNAIL / WASHER23 CP SPIKEELEV = 265.4922 CP SPIKEELEV = 252.021151 CP SPIKEELEV = 238.83892 CP SPIKEELEV = 250.82GILLICK WAY(E)SSPL
PLPLPL
PL
X X X X X X X
XXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X XXXXXXXXXXXIIII(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SDF/OF/OF/O
(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SS(E)SSSS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM SS FM(E)SS(E
)
S
S
(E
)
S
S
(E
)
S
S
(E
)
S
S
SS
F
M
SS
F
M
SS
FM
SS
F
M (E)SD(E)SD250250
255
251
251252252253
25
4 240245250237238239241242243244246247248249251252 245250244246247248249
251250249251245250246247248249240238
239241242APPROX 112 LF (E) 24" SD TBR(E) SD CB TBRAPROX 40 LF (E) 24" SD TBR243 LF (E) TELE LINE TBR(E) BASKETBALL COURT,HOOPS, & COVERED CONCAREA TBRAPPROX 43 LF(E) 24" SD TBR(E) SD CB TBR(E) AREA DRAIN TBR(E) LIGHTPOLE TBRW(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)GSAWCUT NEAT EDGE@ (E) PAVEMENTAPPROX 75 LF (E) CURB,700 SQ FT OF (E)PAVEMENT, & 140 SQ FT(E) CONC TBR(E) SIDEWALKTO REMAIN(E) LANDSACPEPLANTER CURBTO REMAINAPPROX 200 LF (E)FIBER CONDUIT TBR(E) IRRIGATIONCONTROLVALVES TBR(E) LANDSACPEPLANETER CURBTO REMAINAPPROX 125 SQ FT(E) CONC WALKWAYAND CURB TBRAPPROX 575SQ FT OF (E)PAVEMENT TBR(E)T(E)T(E)T(E)T(E)T (E)T(E)T(E)T(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E) CONC PATIO TBRAPPROX 450 LF(E) FENCE TBRAPPROX 10 LF(E) SD TBRAPPROX 200 SQ FT(E) HMA TBR(E)W(E)W(E)W(E)W(E)SD (E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E (E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E(E)E (E)E (E)E (E)E (E)E (E)E (E)E
APPROX 60 SQ FT(E) CONC TBR(E)G(E)G(E)G(E)G(E)G(E)G(E)GSPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28GRAPHIC SCALE01 IN = 20 FT2040DEMOLITION NOTES:1.CALL USA (811 OR 1-800-227-2600) 48HOURS PRIOR TO ANY DEMOLITIONACTIVITIES TO LOCATE UTILITIES.2.CONTRACTOR SHALL COORDINATE ANDARRANGE FOR THE DISCONNECTION OFALL UTILITIES BEING MODIFIED ORDEMOLISHED WITH THE OWNER AND UTILITYCOMPANIES. THE CONTRACTOR SHALLPROPERLY CAP ALL UNUSED ORABANDONED UTILITIES.3.CONTRACTOR TO PROTECT TREES THAT ARETO REMAIN. INSTALL SNOW FENCEAROUND THE TREE 10-FT± FROM TRUNK FORTREES WITHIN THE PROJECT SITE THAT ARETO REMAIN.4.ALL DEMOLISHED MATERIALS NOT CALLEDOUT IN THE DRAWINGS TO BE RETURNED TOTHE OWNER ARE TO BE PROPERLY DISPOSEDOF OFF-SITE.5.THE CONTRACTOR SHALL MAINTAINEXISTING STORM DRAINAGE SYSTEMS TOFUNCTION THROUGHOUT THECONSTRUCTION PERIOD WITHAPPROPRIATE EROSION AND SEDIMENTCONTROL DEVICES IN PLACE AS SHOWNON SHEET CX.X.6.IT IS THE CONTRACTORS RESPONSIBILITY TOREMOVE AND LEGALLY DISPOSE OF ANYEXCESS FILL MATERIAL AND WASTEGENERATED DURING GRADING ANDCONSTRUCTION OPERATIONS.7.THE CONTRACTOR SHALL ASSUMERESPONSIBILITY FOR THE PROTECTION OFALL PROPERTY CORNER MONUMENTS, ANDSHALL HAVE, AT HIS EXPENSE, ALL CORNERMONUMENTS REPLACED WHICH AREDISTURBED BY CONSTRUCTION ACTIVITIES.8.UNDERGROUND UTILITIES BEING REMOVEDOR RELOCATED THAT ARE WITHIN 5 FEET OFA FUTURE STRUCTURE PAD ORIMPROVEMENT SHALL BE BACKFILLED ANDRECOMPACTED TO 95% OF MAXIMUMDENSITY AS MEASURED BY ASTM D-1557.TBATBRDEMOLITION LEGENDTO BE ABANDONEDTO BE REMOVEDTREES TO BE REMOVEDDEMOLITION LINEDEMOLITION AREA(BLDG, CONC, SIDEWALK)DEMOLITIONPLANC1.18/28/20
255260265256257258259261262263264266267268
269 SDSDSD SD SD SD SD SD
SDSDSD
(E)SD
(
E
)
SD
(
E
)
SD (E)SD(E)SD(E)SD(E)SD(E)SD
(E)SD(E)SD (E)SD (E)SD
(E)SD(E)SD(E)SD(E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD (E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)G (E)G (E)G (E)G (E)G (E)G (E) EAST FACILITY(E)W(E)W(E)W(E)W(E) BUILDING(E)WGILLICK WAYX X X X X X X
XXXXXXXXXXXXX
XXXXXXXXXXXXXX X X X X XXXXX(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD
(E)SDW(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)G(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)SD(E)W(E)W(E)W(E)W(E)SD (E)G(E)G(E)G(E)G(E)G(E)G(E)G24024525023
7
238238238239241242243244246247248249251252240240240245250238238239239239241242243244246247248249251251251252
251251252252252252250250255260265270249249251
251252
253
254256257258259261262263264266267268269251
251
252
252
253254255
2
6
0
252
252
253254
25
6
25
7
25
8
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9 24023924124224
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241242
2432442462472482492512522532402372372
3
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238239
250250249249251252251
252
253
25
4251252(N) MORGUE BLDGFF 253.00SAW CUT NEAT EDGE,MATCH (E) GRADE, TYP(N) BIORETENTION SWALEFG 248.30LIMIT OF GRADING,2:1 MAX, TYP20
CONC
PARKING
2' CURB CUT ANDDRAINAGE SWALE,TYP OF 3 THIS LOT.SEE2' CURB CUT ANDDRAINAGE SWALE,TYP OF 3 THIS LOT.SEE2% MAX (N) EVIDENCE PARKING251
252
2' CURB CUT, INSTALLRIPRAP 4'wX10'L, 4-6"COBBLE IN (E) SWALESEE1C2.1SEE2C2.1SEE3C2.14C2.11' CONC LANDSCAPEBUFFER, TYP ALLPLANTERS. SEE8C6.14C2.1(N) GEN PAD FF252.90(N) BIORETENTIONSWALEFG 250.00(N) BIORETENTIONSWALESFG 251.43252252FILL (E) SWALE &REDIRECT W/ (N) 2'DRAINAGE SWALE,SEE5C2.1250TBC 252.47TBC 252.13TBC 252.09TBC 252.44TBC 251.43TBC 251.67TBC 253.07TBC 254.19TBC 253.22TBC 254.51TBC 255.14TBC 255.67TBC 250.65TBC 250.12TBC 251.01TBC 251.17TBC 251.32TBC 251.64TBC 252.91TBC 252.85TBC 252.86TBC 252.92FG 252.70FG 252.24FG 252.70TC 252.96TC 252.96TC 252.23TBC 252.43TBC 252.36TBC 252.43TBC 252.33TBC 252.09TBC 252.27TBC 252.05TBC 251.87TBC 251.96TBC 252.07TBC 252.17TBC 252.07TBC 251.64TBC 251.42TBC 251.48TBC 251.48TBC 251.53TBC 251.48TBC 251.48TBC 251.53TBC 251.42TBC 251.50TBC 252.58TBC 252.88TBC 252.88TBC 252.88EP 252.52EP 252.52EP 251.33EP 251.26EP 255.17EP 254.64EP 250.82EP 252.35EP 251.58FG 252.92FG 252.03TC 253.00EP 251.67TBC 251.03TBC 251.03TBC 252.85TBC 251.03TBC 251.03TBC 251.03TC 250.91TC 250.46TC 250.02TBC 250.52TBC 251.03TC 252.22TC 252.23TC 253.00TC 253.00TC 253.00TC 253.00TC 252.88TC 253.00TC 252.65TBC 252.33TBC 252.36TBC 252.43FG 252.33FG 252.33FG 252.33FG 252.33FG 252.30FG 252.00FG 252.00FG 252.00FG 251.43FG 251.43EG 252.9±EG 252.9±EG 252.3±EG 252.9±EG 252.9±FG 252.24EG 252.2±TC 252.21EG 252.2±TBC 250.95TBC 250.95TBC 250.97TBC 250.95TBC 250.57TC 253.00TC 252.92FG 252.24FG 252.15FG 252.86FL 251.72FL 251.72FL 251.70FG 252.00FG 248.80FL 250.50FL 251.06FL 252.30FG 251.25FG 250.81TBC 251.43FG 251.362' CLS 2 ABSHOULDER, TYPGRADE AREA TO DRAINTO LANDSCAPE DRAIN252252GRADE BREAKGRADE BREAKGRADE BREAKSAWCUT NEAT EDGE@ EDGE OF (E) HMAFG 252.58FG 252.58EP 252.69EP 252.69VARIABLEREVEALCURBS6" VEHICLE CURB,SEE6C6.22' TRANSITIONFROM VERTICAL TOVEHICULAR CURBTBC 252.12TBC 252.12EP 251.97UTILITY TRENCHRESTORATION,SEE2C6.0PATCH CONC SIDEWALK,CURB, & GUTTER. MATCH(E) GRADESSPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28GRAPHIC SCALE01 IN = 20 FT2040APPROXIMATE GROSS EARTHWORK QUANTITIES (SUBGRADE)1,580 CY - CUT200 CY - FILLTHESE QUANTITIES ARE BASED ON NEAT LINE CALCULATIONS TOSUBGRADE AND DO NOT INCLUDED SHRINKAGE, SWELLING, ORTRENCHING AND FOOTING SPOILS. THE ESTIMATED QUANTITIES AREFOR BUDGETARY PURPOSES ONLY. CONTRACTOR IS RESPONSIBLEFOR DETERMINATION OF EARTHWORK QUANTITIES.ABBREVIATIONSABAGGREGATE BASEADAREA DRAINBOTBOTTOMCBCATCH BASINCLCENTERLINECMPCORRUGATED METAL PIPECPCONTROL POINTCRCURB RETURNDIDROP INLETDSDOWNSPOUTD/WDRIVEWAY(E)EXISTINGEGEXISTING GRADEELECELECTRICALEL/ELEVELEVATIONEPEDGE OF PAVEMENTFESFLARED END SECTIONFFFINISH FLOORFLFLOWLINEFGFINISH GRADEFLFLOWLINEFPFINISH PAVEMENTGBGRADE BREAKGRGRATEHDPEHIGH DENSITY POLYETHYLENEHMAHOT MIX ASPHALTINVINVERTLDLANDSCAPE DRAINLFLINEAL FEET(N)NEWRCPREINFORCED CONCRETE PIPERWLRAIN WATER LEADERSSLOPESDSTORM DRAINSDMHSTORM DRAIN MANHOLESTDSTANDARDTBCTOP BACK OF CURBTCTOP CONCTWTOP OF WALLTYPTYPICALUGUNDERGROUNDUNOUNLESS NOTED OTHERWISECP#AREA DRAINBENCHMARKBOLLARDCENTERLINECONTROL POINTCULVERTDRAINAGE DIRECTION ARROWFOUND MONUMENT AS NOTEDHOSE BIBLIGHT POLESTORM DRAIN MANHOLETEST PITTREE/SHRUBSLOPE DIRECTION MARKERSSYMBOL LEGENDCLHB LINE LEGENDVERTICAL CURB(E) EP(N) EP(E) CONC(N) CONCPROPERTY LINEFLOWLINE(E) STORM DRAIN(N) STORM DRAINSD(E)SDHATCH LEGEND(E) CONCRETE(N) CONCRETE(E) PAVEMENT(N) PAVEMENT LIGHT DUTY (3.5" HMA OVER 12" AB)(N) PAVEMENT HEAVY DUTY (5" HMA OVER 16" AB)(E) AB ROAD(N) CLS 2 AB (17" SECTION)(N) RIPRAP (4-6" COBBLES)DETECTABLE WARNING SURFACENOTES1.THE CONSTRUCTION AND INSTALLATION OF IMPROVEMENTS SHALL CONFORM TOTHESE PLANS, THE CITY OF OROVILLE CONSTRUCTION STANDARDS, BUTTE COUNTYCONSTRUCTION STANDARDS, CALIFORNIA DEPARTMENT OF WATER RESOURCESCONSTRUCTION STANDARDS, THERMOLITO WATER DISTRCT CONSTRUCTIONSTANDARDS, STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 2018STANDARD PLANS AND SPECIFICATIONS, THE STANDARD SPECIFICATIONS FORPUBLIC WORKS CONSTRUCTION (GREEN BOOK), AND THE SOILS REPORT PREPAREDBY HOLDREDGE AND KULL DATED JANUARY 27, 20172.CALL USA (811) TO LOCATE ALL UTILITIES 48 HOURS PRIOR TO ANY CONSTRUCTION.3.SEE SITE PLAN FOR DIMENSIONS NOT SHOWN.4.STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) WITH SMOOTHINTERIOR CONFORMING WITH AASHTO M294 OR APPROVED EQUAL.5.THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANYWORK IN THE STREET RIGHT-OF-WAY.6.ALL GRADES SHOWN ARE FINISH GRADES. ALLOW FOR VARIOUS THICKNESS OFBASE, PAVING AND CONCRETE IN PREPARING SUBGRADE.7.GRADE SITE TO THE GRADES SHOWN. COMPACT FILL AREAS AND TOP 6" OF CUTAREAS TO 95% OF MAXIMUM DENSITY AS MEASURED BY ASTM D-1557. IMPORT OREXPORT AS NECESSARY.8.STRUCTURAL ROAD SECTION LAYER THICKNESS ARE BASED ON R-VALUE OF 11 ASFOUND IN THE PROJECT GEOTECHNICAL REPORT AND A TRAFFIC INDEX OF 8 FORDRIVEWAYS AND 6 FOR PARKING AREAS. DESIGN BASED ON CALTRANS HIGHWAYDESIGN MANUAL R-VALUE (HVEEM METHOD).9.ALL AREAS TO RECEIVE FILL ARE TO BE SCARIFIED A MINIMUM DEPTH OF 8",MOISTURE CONDITIONED, AND COMPACTED TO 95% OF MAXIMUM DENSITY ASMEASURED BY ASTM D-1557.10.ANY CHANGES IN THESE PLANS ARE TO RECEIVE PRIOR APPROVAL OF THE COUNTY,ARCHITECT AND PACE ENGINEERING, INC.11.RADIUS DIMENSIONS ARE SHOWN TO THE FACE OF CURB.12.WATERLINES ARE TO BE LOCATED UNDER STORM DRAINS AND OVER SEWER LINESUNLESS SHOWN OTHERWISE.GRADING PLANC2.08/28/20
TC 252.20TC 251.74TBC 252.13TBC 252.12TC 251.27TC 251.36TC 251.57TC 251.68MATCH GRADE @(E) PAVEMENT, TYPTC 251.67TC 251.34TC 251.74TBC 252.21TC 251.41FP 251.51FP 250.87FP 251.02FP 251.19FP 251.18FP 251.637.5%MAX7.5%MAX1.5%MAX2%MAX (E) PLANTER CURB.CONTRACTORSHALL PROTECTDURING DEMO.MATCH GRADE @ (E)CONC WALKWAY,TYP BOTH SIDESDETECTABLE WARNINGSURFACE, SEE1C6.0ACCESSIBLESTRIPING ANDSYMBOLS, SEEARCH PLANS7'3'3'5'18'TBC 252.24TBC 252.24TBC 252.2013'CONCPARKINGSLAB, SEE2C6.11' CONC LANDSCAPEBUFFER, TYP. SEE8C6.1(N) TRASH ENCLOSURE(N) CMU WALL, SEESTRUCTURAL PLANS(N) LANDSCAPE PLANTERTBC 252.43TBC 252.42TBC 252.36TBC 252.88TBC 252.92FP 252.38FP 252.42TC 252.30TBC 252.87TBC 252.36TBC 252.58TC/FP 252.08TC/FP 252.08TC 252.30TC 252.99TC 253.03TC 252.99TC 252.92TC 252.95TC 252.96FP 251.93FG 252.83252 DETECTABLE WARNINGSURFACE, SEE1C6.02%MAX7.5%
MAX
7.5%
MAX1.5%MAXACCESSIBLESTRIPING ANDSYMBOLS, SEEARCH PLANS2%MAX18'12'5.33'9'CONC PARKINGSLAB, SEE2C6.1TC 252.96TC 252.11TC 252.11TC 252.11TC 252.11TC 252.38TC 252.38TC 252.42TC 252.96TC 252.51TC 252.51TC 252.96TC 252.95TBC 252.88TBC 252.88TBC 252.88TC 252.42TC 252.38TC 252.38TBC 252.884-6" COBBLE OVERNON-WOVENGEOTEXTILE FABRIC,MIRAFI 140N ORAPPROVED EQUAL4:1 TYP1'-0"2'-0"FINISHEDGRADE6"4-6" COBBLE RIPRAPOVER 3" CLS 2 ABNOTES:1.ALL WORK AND MATERIALS SHALL CONFORM TO THE "STANDARDSPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK)4:1 TYP1'-0"2'-0"FINISHED GRADE2
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PRELOCATED TELEPEDESTALREROUTE TELEAT (E) TELE VAULTROUTE (N) FIBER CONDUITFROM (E) FIBER VAULTREMOVE (E) CAP & CONNECT(N) 6" PVC SS TO (E) 6" PVC SSSTUB, INV 245.60SEE NOTE 8SSCOINV 246.89SSCOINV 247.23ADJUST (E) SSMH TO FGSDSD SD SD SD SD SD (N) SD MHRIM EL 251.17INV 243.63 (N) 24" ININV 243.63 (E) 24" OUT(N) SDMHRIM EL 252.30INV 245.48 (N) 24" ININV 245.48 (N) 24" OUT(N) SD MHRIM EL 252.30INV 247.27 (N) 8" ININV 245.93 (E) 24" ININV 245.93 (N) 24" OUTSDSD(N) BIORETENTION SWALEOVERFLOW STRUCTUREGRATE EL 248.80INV 245.40(N) BIORETENTION SWALEOVERFLOW STRUCTUREGRATE EL 248.80INV 244.80(N) BIORETENTION SWALE OVERFLOWGRATE EL 249.50INV 246.81 (N) 8" ININV 245.13 (N) 12" OUTPROPOSED MORGUE BUILDINGFF 253.00(N) 3" WS POCINV 248.00(N) TELE/FIBER/COM POC'S34 LF (N) 4" PVC
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(N) 2" BACKFLOWASSEMBLY PER TWSDSTANDARD W7 & W9(N) 2" WM PER TWSDSTANDARD W8(N) 3" PVC W(N) SAND/OILSEPERATOR, SEEPLUMBING PLANS(N) SS POCINV 247.30(N) ELEC POCF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/O(N) 3" GAS SERVICE,SEE NOTE 11.100 LF (N) 6" PVC SS @ S=0.005(N) ELEC SERVICE PULLBOX& CONNECTION, SEEPG&E PLANS(N) ADGRATE EL 250.25INV EL 244.29REMOVE (E) AREA DRAIN& 24" SD FROM (E) MH10 LF (N) 12" HDPE SDS=4.4% MIN65 LF (N) 18" HDPE SDS=0.7%27 LF (N) 12" HDPE SDS=3.1% MIN60 LF (N) 10" PERF HDPE SD @ S=0.005(E) ADRIM EL 250.72INV 246.34 (E) 24" OUT(E) SDMHRIM EL 250.0±INV 242.80 (E) 24" ININV 241.23 (E) 36" IN/OUTG
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(N) BIORETENTION SWALEOVERFLOW STRUCTUREGRATE EL 249.50INV 247.33(N) BIORETENTION SWALEOVERFLOW STRUCTUREGRATE EL 249.50INV 247.07(N) 3" GASSERVICE,SEE NOTE 11F/O F/O F/O
F/OF/OF/OF/OF/OF/OF/OF/OF/OF/O F/O F/O
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(N) 4" SPARECONDUIT, CAPPED(N) 4" CONDUIT TOTRANSFORMER, SEEELECTRICAL PLANS(N) ELECTRANSFORMER,SEE ELECTRICALPLANS(N) FIBERPULLBOX, TYPSPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28GRAPHIC SCALE01 IN = 20 FT2040ABBREVIATIONSADAREA DRAINCLCENTERLINECMPCORRUGATED METAL PIPECOCLEANOUT(E)EXISTINGEGEXISTING GRADEELECELECTRICALEL/ELEVELEVATIONFFFINISH FLOORFGFINISH GRADEFH FIRE HYDRANTFLFLOWLINEFMFORCE MAINFSRFIRE SPRINKLER RISERGRGRATEGVGAS VALVEHDPEHIGH DENSITY POLYETHYLENEINVINVERTLDLANDSCAPE DRAINLFLINEAL FEETMHMANHOLE(N)NEWO/HOVERHEADPEDPEDESTALPERFPERFORATEDRWLRAIN WATER LEADERSSLOPESDSTORM DRAINSDMHSTORM DRAIN MANHOLESSSANITARY SEWERSSCOSANITARY SEWER CLEANOUTSSMHSANITARY SEWER MANHOLESTDSTANDARDTYPTYPICALUGUNDERGROUNDUNOUNLESS NOTED OTHERWISEWWATERWMWATER METERWSWATER SERVICEWVWATER VALVEAREA DRAINCULVERTELECTRICAL PANEL / BOX(E) FIRE HYDRANT(N) FIRE HYDRANTGAS METERGAS VALVEPHONE PEDESTALPOLE- JOINT UTILITYPOLE- POWERPOINT OF CONNECTIONTWO-WAY SANITARY SEWER CLEANOUTSANITARY SEWER MANHOLESANITARY SEWER CAPSTORM DRAIN MANHOLEUTLITY BOXWATER METER/BOX(E) WATER VALVE(N) WATER VALVESYMBOL LEGENDWEGVPGLINE LEGEND(E) WATER MAIN(N) WATER MAIN(E) WATER SERVICE(N) WATER SERVICE(E) STORM DRAIN(N) STORM DRAIN(E) SANITARY SEWER(N) SANITARY SEWER(E) GAS LINE(N) GAS LINE(E) TELECOM LINE(N) TELECOM LINE(E) FIBER OPTIC LINE(N) FIBER OPTIC LINE(E) ELEC LINE(N) ELEC LINEWWS(E)WWS(E)SSSS(E)GG(E)SDSD(E)TTELF/OF/OUTILITY PLANC3.0(E)EENOTES1.CALL USA (1-800-227-2600) TO LOCATE ALL UTILITIES 48 HOURS PRIOR TOANY CONSTRUCTION.2.STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE) WITHSMOOTH INTERIOR CONFORMING WITH AASHTO M294 OR APPROVEDEQUAL.3.USE TYPE A TRENCH BACKFILL FOR UTILITIES LOCATED IN PAVED AREAS,AND TYPE D IN ALL OTHER AREAS.4.THE CONTRACTOR SHALL OBTAIN AN ENCROACHMENT PERMIT PRIOR TOANY WORK IN THE STREET RIGHT-OF-WAY.5.ANY CHANGES IN THESE PLANS ARE TO RECEIVE PRIOR APPROVAL OFTHE COUNTY, ARCHITECT AND PACE ENGINEERING, INC.6.WATERLINES ARE TO BE LOCATED UNDER STORM DRAINS AND OVERSEWER LINES UNLESS SHOWN OTHERWISE.7.SEE ELECTRICAL, PLUMBING, AND TECHNOLOGY PLANS FORINFORMATION NOT SHOWN.8.(E) SEWER LATERAL CONNECTION POINT ELEVATION IS CRITICAL TOSEWER INFRASTRUCTURE AND IS REQUIRED TO BE FIELD VERIFIED PRIOR TOCONSTRUCTION ACTIVITIES. CONTRACTOR SHALL NOTIFY ENGINEER OFAS-BUILT ELEVATION.9.POTHOLE AND VERIFY LOCATIONS OF ALL PIPE AND UTILITY CROSSINGSPRIOR TO CONSTRUCTION.10.AT ALL LOCATIONS WHERE SD CROSSES SEWER, CONTRACTOR SHALLCENTER 20' SECTION OF SD PIPE AT SEWER INTERSECTION.11.TRENCHING BETWEEN NATURAL GAS CONNECTION AND RISER WILL BEPERFORMED BY CONTRACTOR WHO HAS OBTAINED PG&E OPERATORQUALIFICATION.8/28/20
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DMA-27,527 SQ FT(N) IMPERVIOUS AREADMA-322,540 SQ FT(N) IMPERVIOUS AREADMA-3 BMP1,130 SQ FTBIORETENTION SWALEDMA-2 BMP413 SQ FTBIORETENTION SWALEDMA-14,180 SQ FT(N) IMPERVIOUS AREADMA-1 BMP213 SQ FTBIORETENTION CELLAC4.0SPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28GRAPHIC SCALE01 IN = 20 FT2040MS4 PLANC4.0POST CONSTRUCTION BMP DESIGN1.APPLICABLE STANDARDS:CITY OF OROVILLE POST CONSTRUCTION STANDARDS PLAN2.PROJECT CLASSIFICATION: REGULATED PROJECT (OVER 5,000 SQ FT)3.ANALYSIS TOOL:CALIFORNIA PHASE II LID SIZING TOOL V1.14.DESIGN METHOD: DESIGN STORM5.TREE CREDITS:EXISTING CANOPY: NO CREDITS TAKENNEW: NO CREDITS INCLUDED6.LID SIZING INPUT PARAMETERS:DMA-1:RAIN GAGE: CHICO UNIV FARMSATURATED HYDRAULIC CONDUCTIVITY: .01 IN/HRTOTAL AREA: 9,265 SQ FTNEW IMPERVIOUS AREA: 4,180 SQ FTDMA-2:RAIN GAGE: CHICO UNIV FARMSATURATED HYDRAULIC CONDUCTIVITY: .01 IN/HRTOTAL AREA: 39,219 SQ FTNEW IMPERVIOUS AREA: 7,527 SQ FTDMA-3:RAIN GAGE: CHICO UNIV FARM SATURATED HYDRAULIC CONDUCTIVITY: .01 IN/HRTOTAL AREA: 35,000 SQ FTNEW IMPERVIOUS AREA: 27,877 SQ FT7.RESULTS:DMA-1:BMP CHOSEN: BIORETENTION SWALE (18" AMENDED SOIL OVER 12" GRAVEL). RUNOFFFROM IMPERVIOUS AREA FLOWS TO BIORETENTION CELL, THEN TO EXISTING STORMDRAIN SYSTEM.BIORETENTION AREA NEEDED: 458 SQ FTBIORETENTION AREA PROVIDED: 462 SQ FTPERCENT COMPLIANT LID BMP AREA: 101%DMA-2:BMP CHOSEN: BIORETENTION CELL (18" AMENDED SOIL OVER 12" GRAVEL). RUNOFFFROM IMPERVIOUS AREA FLOWS TO BIORETENTION CELL, THEN TO EXISTING STORMDRAIN SYSTEM.BIORETENTION AREA NEEDED: 1,087 SQ FTBIORETENTION AREA PROVIDED: 1,131 SQ FTPERCENT COMPLIANT LID BMP AREA: 104%DMA-3:BMP CHOSEN: BIORETENTION CELL (18" AMENDED SOIL OVER 24" GRAVEL). RUNOFFFROM IMPERVIOUS AREA FLOWS TO BIORETENTION CELL, THEN TO EXISTING STORMDRAIN SYSTEM.BIORETENTION AREA NEEDED: 1,047 SQ FTBIORETENTION AREA PROVIDED: 1,130 SQ FTPERCENT COMPLIANT LID BMP AREA: 108%MS4 NOTES1.FOR GRADING INFORMATION NOT SHOWN, SEE GRADING PLAN, SH C2.0.2.CONTRACTOR SHALL NOT USE HEAVY EQUIPMENT IN THE AREA OF THE BMPS TO AVOID UNINTENDEDCOMPACTION.3.THE PROJECT WILL NOT CREATE OR REPLACE MORE THAN 1 ACRE (43,560 SQ FT) OF IMPERVIOUS AREA,THUS HYDROMODIFICATION TO SHOW THAT BMP/DETENTION IS DESIGNED TO MAINTAIN OR REDUCERUNOFF IN THE 2-YR 24 HOUR STORM EVENT IS NOT REQUIRED.4.AMENDED SHALL BE A COMPOST/SAND MIXTURE OF 30-40% SAND AND 60-70% COMPOST. SANDSHALL MEET ASTM C33 SPECIFICATION AND COMPOST SHALL BE LANDSCAPE GRADE.INSPECTION AND MAINTENANCE1.INFILTRATION RATE TESTING OF BIORETENTION CELL SHALL BE CONDUCTED ANNUALLY TO VERIFYMINIMUM INFILTRATION RATE OF 5 INCHES PER HOUR. INFILTRATION RATE TEST SHALL BE INACCORDANCE WITH ASTM D3385-18, DOUBLE RING INFILTRATION RATE TESTING.2.BIORETENTION CELL OUTLET STRUCTURES SHALL BE VISUALLY INSPECTED MONTHLY FOR SEDIMENT ANDDEBRIS BUILD-UP ON TOP. IF SEDIMENT IS GREATER THAN 1", STRUCTURES SHALL BE CLEANED.PROJECT (N) IMPERVIOUS AREALEGENDSTORMWATER BMPFG, TYP6" PONDING
24" HDPE ADSDRAINAGESTRUCTURE W/ 6"DEBRIS SUMPAMENDED SOIL LAYER,LANDSCAPING TO BEPLANTED PER CITY OFREDDING APPROVEDVEGETATION LIST24"
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24"CALTRANS CLS 3 PERMEABLEMATERIAL. ENVELOPEPERMEABLE MATERIAL W/NON-WOVEN GEOTEXTILEFABRIC WITH 6" MIN OVERLAP.HDPE PERF PIPE, AS SHOWNON UTILITY PLAN, WRAP W/NON- WOVEN GEOTEXTILEFABRIC.NOTE: GEOTEXTILE FILTER FABRIC SHALL CONFORM TOCALTRANS STATE SPECIFICATION 93-1.02B.BIORETENTION CELL DETAILNTS1C4.0HDPE OUTLET PIPE,SEE UTILITY PLAN3'-0"~5'-6"~13'-0"(N) BUILDING8"AC4.0NTSSECTIONBIORETENTIONCELL, SEE1C4.08/28/20
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SPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28GRAPHIC SCALE01 IN = 20 FT2040INTERIM EROSIONCONTROL PLANC5.0EROSION/SEDIMENT CONTROL NOTES:1.THE CONTRACTOR SHALL USE THE LOCATION SHOWN FOR THEIR ENTRANCE/EXIT OF THEWORK SITE, PER DETAIL 1 SHEET C6.2.2.CONTRACTOR SHALL INSTALL TYPE 2 FIBER ROLL TO PREVENT SEDIMENT FROM LEAVINGTHE SITE. ALSO THE CONTRACTOR SHALL INSTALL TYPE 2 FIBER ROLL AROUNDSTOCKPILES PRIOR TO RAIN EVENTS AND IF STOCKPILE WILL NOT BE USED FOR A LONGDURATION PER DETAIL 2 SHEET C6.2.3.CONTRACTOR SHALL CONSTRUCT GRAVEL BAG AREA DRAIN/DROP INLET SEDIMENTBARRIER PER DETAIL 4 SHEET C6.2, SUBSTITUTING GRAVEL BAGS FOR STRAW BALES.4.CONTRACTOR SHALL INSTALL A 3-FOOT WIDE ROCK CHECK DAM PER DETAIL 3 SHEETC6.2.5.CONTRACTOR SHALL SWEEP STREETS, AS NECESSARY, TO REMOVE ANY CONSTRUCTIONDIRT THAT IS TRACKED ONTO THE PROJECT'S ADJACENT STREETS.6.STRAW & MULCH ALL DISTURBED AREAS. FOR ALL AREAS THAT WILL NOT RECEIVELANDSCAPING OR HARDSCAPING, SEED AND MULCH.7.ONCE CONSTRUCTION OF THE SITE IS COMPLETE AND/OR PERMANENT SITE VEGETATION/ LANDSCAPING IS INSTALLED BARRIERS AND EROSION CONTROL MEASURES SHALL BEREMOVED.8.CONTRACTOR SHALL INSTALL ALL EROSION CONTROL BMP'S PRIOR TO CONSTRUCTION.OWNER IS RESPONSIBLE FOR VERIFYING THAT BMP'S REMAIN IN PLACE AND AREFUNCTIONAL DURING CONSTRUCTION.FIBER ROLLAREA DRAINROCK CHECK DAMFRLEGEND3122222333333333334552224333338/28/20
SPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28DETAILSC6.01C6.0NTSDETAIL2C6.0NTSDETAIL3C6.0NTSDETAIL4C6.0NTSDETAIL6C6.0NTSDETAIL5C6.0NTSDETAIL8/28/20
8"6"4000 PSI REINFORCEDCONCRETE#4 @ 18" OC, BOTH WAYSCLASS 2 ABCOMPACTEDSUBGRADENOTES:1.ALL WORK AND MATERIALS SHALL CONFORM TO THE"STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION" (GREENBOOK)TOOLED OR SAWCUT 18" WIDE14" DEPTH OF CONCRETENOTES1.ALL WORK AND MATERIALS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION" (GREENBOOK)2.CONCRETE SHALL BE 520-C-2500, UNO.3.CONTROL JOINTS SHALL BE AT 5' OC MAX.NOTES1.ALL WORK AND MATERIALS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION" (GREENBOOK)2.1/2 INCH PRE-MOLDED JOINT MATERIAL SHALL BE HELD FIRMLY IN PLACE PRIOR TO PLACING CONCRETE.3.CONCRETE SHALL BE 520-C-2500, UNO.4.EXPANSION JOINTS SHALL BE AT 20' OC MAX.(3) 12" DIA x 24" SMOOTH STEELDOWEL PER JOINT. GREASE ORBOND BREAKER THIS HALF ONLY12" PRE-MOLDEDEXPANSION JOINTMATERIAL, SEE NOTE 2MIDPOINT
12"NOTES:1.ALL WORK AND MATERIALS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLICWORKS CONSTRUCTION" (GREENBOOK)2.#4 SMOOTH DOWELS SHALL BE LOCATED AT 18" ON CENTER.3.CONCRETE SHALL BE 520-C-2500.APPLY BOND BREAKER PRIORTO PLACING (N) CONC.TYP.MIDPOINT (E) CONC(N) CONC#4 SMOOTH DOWEL @ 18" O.C. MAX. & 6"FROM EDGE OF CONC. ADH TO (E) CONCW/ HILTI RE500. GREASE END IN (N) CONC.1/2" MIN6"6"NOTES:1.ALL WORK TO BE DONE AND ALL MATERIALS SUPPLIED SHALL CONFORM TO THE"STANDARDS FOR PUBLIC WORKS CONSTRUCTION" (GREENBOOK).2.CROSS SECTIONAL AREA = 0.66 SQ. FT.3.CONCRETE TO BE 520-C-2500 UNLESS NOTED OTHERWISE, WITH 4-INCH MAX. SLUMP, 11/2 INCH MAX. SLUMP FOR EXTRUDED CURBS.4.PROVIDE A CONTROL JOINT AT 16 FT. O.C.5.PROVIDE EXPANSION JOINT AT ALL BC/EC'S AND MID POINT OF RETURNS.6.ALL EXPOSED SURFACES SHALL RECEIVE A LIGHT BROOM FINISH PARALLEL TO THECURB.6"2"1'-0"2"MAX1'-0"10"3" CLASS 2AGGREGATE BASEFINISHEDGRADE4"6"#4 CONT.NOTES:1.WORK AND MATERIALS SHALL CONFORM TO THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION" (GREENBOOK).2.SIDEWALKS MUST MAINTAIN A MINIMUM OF 4-FEET CLEAR WIDTH AT ALL TIMES.3.SIDEWALK GRADES SHALL NOT EXCEED 5-PERCENT EXCEPT TO MATCH THE GRADE OF THEADJACENT STREET OR ROADWAY.4.SIDEWALKS WITH CONTINUOUS GRADIENTS SHALL HAVE A LEVEL AREA AT LEAST 5-FEET IN LENGTHAT INTERVALS NO LONGER THAN 400-FEET.5.SIDEWALK AND CURB RAMPS WITHIN ALL CURB RETURNS SHALL BE A MINIMUM OF 6 INCHES THICK.6.IN AREAS OF CATCH BASINS, SIDEWALK SHALL BE A MINIMUM OF 6 INCHES THICK.7.CONCRETE SHALL BE 520-C-2500, UNLESS NOTED OTHERWISE.8.ALL BROOMING SHALL BE PERPENDICULAR TO THE CURB.9.PROVIDE EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 16 FT O.C.10.CONTROL JOINTS SHALL BE EVENLY SPACED BETWEEN EXPANSION AT 3 FT TO 5 FT INTERVALS.VARIES - SEE SITE PLAN2% MAX.VERTICAL CURB, SEE1/2" R1/2" R1C6.1FG HMA, TYP4" THICK PCC SIDEWALKOVER MIN. 3" CLASS 2AGG. BASE1'-0"6" CONC CURB, SEE1C6.12%, TYP4" CONC OVER3" CLASS 2 ABNOTES:1.ALL WORK TO BE DONE AND ALL MATERIALS SUPPLIED SHALL CONFORM TO THE "STANDARDS FOR PUBLICWORKS CONSTRUCTION" (GREENBOOK).2.CROSS SECTIONAL AREA = 0.66 SQ. FT.3.CONCRETE TO BE 520-C-2500 UNLESS NOTED OTHERWISE, WITH 4-INCH MAX. SLUMP.4.PROVIDE EXPANSION JOINTS AT INTERVALS NOT TO EXCEED 16 FT O.C.5.CONTROL JOINTS SHALL BE EVENLY SPACED BETWEEN EXPANSION AT 3 FT TO 5 FT INTERVALS.6.ALL EXPOSED SURFACES SHALL RECEIVE A LIGHT BROOM FINISH PARALLEL TO THE CURB.SPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28DETAILSC6.1NOTES1.CONTR SHALL PROVIDE 30 IN Ø CONC COLLAR AROUND BOX W/ AGG BASE BKFL IN AREASSUBJECT TO VEHICULAR TRAFFIC. COLLAR SHALL BE 12 IN THICK.2.CONTR SHALL SET BOX 2 IN ABOVE GRADE & PROVIDE 2 FT x 2 FT x 4 IN PRECAST CONC BLOCK W/CENTERED 8 IN Ø HOLE W/ AGG BASE BKFL IN LIEU OF CONC COLLAR IN LANDSCAPE AREAS.3.SET BOX FLUSH IN TRAVELED AREAS W/ CI TRAFFIC RATED LID.4.SET BOX 2 IN ABOVE GRADE IN NON-TRAVELED AREAS W/ CONC OR CI LID.5.SANITARY SEWER CLEANOUTS SHALL HAVE "SEWER" CAST IN LID, AND STORM DRAIN CLEANOUTSSHALL HAVE "STORM" CAST IN LID.6.CLEANOUT RUN DIAMTER AND RISER DIAMETER TO MATCH LATERAL DIAMETER.CONC COLLAR, SEENOTE 1ROUND CONC VALVE BOXW/ "SEWER" OR "STORM"CAST IN LID, NOTES 3, 4 & 5PRECAST CONC BLOCK, SEENOTE 2AGG BASESEE ABOVE FOR COVERINSTALLATIONTWO-WAY CLEANOUT DETAILNTS7C6.14"
MAX THD PLUG(E) LATERAL(N) 2-WAY C/O, SEENOTE 6AGG BASE(N) LATERAL(N) 2-WAY C/O1C6.1NTSCONCRETE CURB W/ REBAR5C6.1NTS(N) CONCRETE TO (E) CONCRETE6C6.1NTSSIDEWALKCONCRETE PARKING SLABNTS2C6.1CONTROL JOINTNTS3C6.1EXPANSION JOINTNTS4C6.18C6.1NTSCONCRETE LANDSCAPE BUFFER9C6.1NTSWATER SERVICE CONNECTION10C6.1NTSBACKFLOW ASSEMBLY11C6.1NTSWATER SERVICE & METER12C6.1NTSBACKFLOW ASSEMBLY8/28/20
5'-0" ABOVETOE OF SLOPE1FIBER ROLLS SPACEDEQUALLY ALONG SLOPE(SEE NOTES)FIBER ROLLS SPACEDEQUALLY ALONG SLOPE(SEE NOTES)1'-0"6'-6" BELOWGRADING CONFORMVARIESSLOPE INCLINATIONSTAGGER JOINTS5'-0" TO 10'-0"STAGGER JOINTS5'-0" TO 10'-0"NOTES:1.TEMPORARY FIBER ROLL SPACING VARIESDEPENDING ON SLOPE INCLINATION.2.INSTALLATION SHOWN IN THE PERSPECTIVES AREFOR SLOPE INCLINATIONS OF 10:1 AND STEEPER.SECTIONPLANSECTIONSLOPEEXCAVATEDMATERIALSTAKEFIBER ROLLTEMPORARY FIBER ROLL (TYPE 1 )TEMPORARY FIBER ROLL (TYPE 2 )ELEVATIONSTAKE NOTCH DETAILNOTCHSLOPEFIBER ROLLROPESTAKE1'-6" MIN2'-0"2'-0"6"FIBER ROLLROPESTAKE1'-0" MI N1'-0" MI NFURROWPERSPECTIVETEMPORARY FIBER ROLL (TYPE 1 )PERSPECTIVETEMPORARY FIBER ROLL (TYPE 2 )5'-0" ABOVETOE OF SLOPEFIBER ROLLS SPACEDEQUALLY ALONG SLOPE(SEE NOTES)FIBER ROLLS SPACEDEQUALLY ALONG SLOPE(SEE NOTES)6'-6" BELOWGRADING CONFORM1VARIESSLOPE INCLINATIONGRADING CONFORMOR TOP OF SLOPEFIBER ROLLEXCAVATEDMATERIALGRADING CONFORMOR TOE OF SLOPEFIBER ROLLGRADING CONFORMOR TOE OF SLOPEGRADING CONFORMOR TOP OF SLOPE4"STAKE12" x 12" NOTCHBBSECTIONSPACING BETWEEN CHECK DAMSVIEW LOOKING UPSTREAMPOINT 'A'POINT 'B'2" TO 15" ROCK'L''L' = THE DISTANCE SUCH THAT POINT 'A' AND 'B' AREOF EQUAL ELEVATION.24"18"24"FLOW2
:12:18 FT6"NOTES:KEY ROCK INTO THE DITCH BANKS AND EXTEND IT BEYOND THE ABUTMENTS A MINIMUM OF18" TO PREVENT OVER FLOW AROUND DAM.PONDING HT.NOTES:1.TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS (LESS THAN 5%) AND AREAIMMEDIATELY ADJACENT TO INLET SHOULD BE RELATIVELY FLAT (LESS THAN 1%)STORM DRAINCATCH BASINSTRAW BALE, OFFSETCORNERS AS SHOWNGRAVEL BACKFILLDRAIN INLETWOOD STAKE ORMETAL REBAR,TWO PER BALE,TYPSTRAW BALES,TYPPLAN VIEWPONDING HT.GRAVELBACKFILLSECTION VIEWEMBEDBALES 4"50' MINDIVERSION RIDGE: SIDESLOPES SHALL NOTEXCEED 3:1,SEE NOTE 1123EXISTINGPAVEDROADWAY12 FT MIN.15 FTGEOTEXTILEFABRIC8"SUPPLY WATER TO WASHWHEELS IF NECESSARYEXISTING PAVED ROADWAY A SECTION HBNOTES:1.DIVERSION RIDGE REQUIRED WHERE GRADEEXCEEDS 2%.2.CONSTRUCTION SEDIMENT BARRIER ANDCHANNELIZE RUNOFF TO BASIN AS REQUIRED.SEE NOTE 220 FT RADIUS2" -3" COARSE AGGREGATE (MIN. 6"THICK)A2% ORGREATER6"1'-6"1/2" RADIUS,TYP.2'-0"NOTES:1.CONCRETE SHALL BE CLASS 520-C-2500 PER THE STANDARD SPECIFICATIONSFOR PUBLIC WORKS CONSTRUCTION (GREENBOOK).2.PROVIDE CONTROL JOINT AT 16' ON CENTER.3.PROVIDE EXPANSION JOINT AT ALL BC/EC'S AND AT 60' MAX ON CENTERFG HMA15"2"(MIN)6"6"SPTJ19-467BUTTECOUNTYEVIDENCELOCKER ANDMORGUEBUTTECOUNTYSHERIFFCORONERGILLICK WAYOROVILLE CA95965031-040-028B20-1843PACEENGINEERINGREDDING, CALIFORNIAPROJECTRGA PROJECT #DRAWNCHECKEDSUBMITTAL DATEOWNERPROJECT ADDRESSASSESSORS PARCELNUMBERPLAN CHECK #115 MEYERS STREETSUITE 110CHICO, CA 95928530 342 0302r.r.www.rgachico.com..ggaaarchitecture + engineeringCONSULTANT1ST RESUBMITTALRUSSELL,GALLAWAYASSOCIATES inc.2ND RESUBMITTAL2020.06.122020.08.142020.08.28DETAILSC6.22C6.2NTSFIBER ROLL INSTALLATION3C6.2NTSROCK CHECK DAM4C6.2NTSSTRAW BALE / GRAVEL DROP INLET SEDIMENT BARRIER1C6.2NTSTEMPORARY GRAVEL CONSTRUCTION ENTRANCE6" MIN
PONDING
FG, TYP1'-0" MIN
(6" FREEBOARD)12" HDPE ADS DRAINAGESTRUCTURE W/ 6" DEBRIS SUMPAMENDED SOIL LAYER, LANDSCAPINGTO BE PLANTED PER CITY OF REDDINGAPPROVED VEGETATION LIST18"
VARIES
(12" TO 24")CALTRANS CLS 3 PERMEABLE MATERIAL.ENVELOPE PERMEABLE MATERIAL W/NON-WOVEN GEOTEXTILE FABRIC WITH6" MIN OVERLAP.HDPE PERF PIPE, AS SHOWNON UTILITY PLAN, WRAP W/NON- WOVEN GEOTEXTILEFABRIC.NOTE: GEOTEXTILE FILTER FABRIC SHALL CONFORMTO CALTRANS STATE SPECIFICATION 93-1.02B.BIOSWALE DETAILNTS5C6.2BIOSWALE OUTLET,SEE UTILITY PLANVEHICULAR CURB W/ REINFNTS6C6.28/28/20
X
X
X X X X X X X X X X
NEW CONCRETE, SEE CIVIL DRAWINGS
NEW LANDSCAPING, SEE LANDSCAPE DRAWINGS
NEW GRAVEL, SEE CIVIL DRAWINGS
NEW ASPHALT PAVING, SEE CIVIL DRAWINGS
ASSUMED PROPERTY LINE
FENCE - 8' CHAIN LINK SECURITY TYPE
ROAD BOUNDARY
PAVED WALK WAY
PATH OF TRAVEL NOTES:
"PATH OF TRAVEL" (P.O.T.), AS INDICATED, IS A COMMON BARRIER FREE ACCESS ROUTE WITHOUT ANY
ABRUPT VERTICAL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT LEVEL
CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST 48" WIDE. THE PATH SURFACE IS SLIP
RESISTANT, STABLE, FIRM AND SMOOTH. PASSING SPACES (11B-403.5.3) AT LEAST 60" X 60" ARE
LOCATED NOT MORE THAN 200' APART. THE CROSS-SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE
DIRECTION OF TRAVEL AND IS LESS THAN 5% UNLESS OTHERWISE INDICATED. (P.O.T.) SHALL BE
MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (11B-307.4) AND PROTRUDING
OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80"
(11B-307.2).
PROPOSED ACCESSIBLE PATH OF TRAVEL
V
E
S
C
STARS
VISITOR PARKING SPACES 5
EVIDENCE PARKING SPACES 3
SHERIFF PARKING SPACES 12
CORONER PARKING SPACES 1
SHERIFFS' STAR PROGRAM PARKING 11
TOTAL SPACES = 32
INDICATES 20' WIDE FIRE ACCESS ROAD w/ 26' MIN. TURNING RADUIS.
THIS ROAD ALLOWS HOSE ACCESS OF LESS THAN 150' TO ALL
PORTIONS OF THE BUILDING.
EXISTING PARKING
NEW PUBLIC
ACCESSIBLE PARKING
& CURB RAMP
BIORETENSION
SWALE PER CIVIL
BIORETENTION SWALE PER CIVIL
4500 S.F.
FENCED
STORAGE
EAST FACILITY
NEW EVIDENCE / MORGUE
BUILDING
11' - 6"11' - 5 5/8"ASSUMED PROPERTY LINEGILLICK WAY
A0.2
EE
V
STARS
S
S
S
S
S
S
S
S
S
S
S
E
E E
C S
STARS
STARS
STARS
STARS
STARS
STARS
STARS
STARS
STARS
STARS
VV VV
BIORETENSION
SWALES PER CIVIL
ENTRANCE SIGN
SEE DETAIL II/A0.3
1.ENSURE BUILDING HAS APPROPRIATE VUILDING IDENTIFICATION.
IDENTIFICATION SHALL BE PLACED IN A POSITION THAT IS PLAINLY
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
MINIMUM 4" HIGH AND 0.5" STROKE. POST ADDRESS AT THE STREET MAIN
ENTRANCE AND ON THE MAIN OR FIRST BUILDING ENCOUNTERED.
ENSURE THAT OTHER BUILDINGS ON THE SITE ARE IDENTIFIED WITH
SAME STANDARD AS ADDRESS. BUILDINGS CAN BE NUMBERED,
LETTERED OR NAMED, BUT MUST BE SAME LABEL AS STAFF ON SITE USES.
2.PROVIDE DURABLE, ALL WEATHER LABELING AND SIGNAGE (DANGER-
COMBUSTABLE LIQUID, NO SMOKING OR OPEN FLAMES WITHIN 25', AND
NFPA 704 DIAMOND FOR DIESEL) IN ACCORDANCE WITH THE CALIFORNIA
FIRE CODE CHAPTER 57 FOR GENERATOR FUEL TANK.
PROJECT
RGA PROJECT #
DRAWN
CHECKED
SUBMITTAL DATE
OWNER
PROJECT ADDRESS
ASSESSORS PARCEL
NUMBER
PLAN CHECK #
115 MEYERS STREET
SUITE 110
CHICO, CA 95928
530 342 0302
RUSSELL,
GALLAWAY
ASSOCIATES inc.
RUSSELL,
GALLAWAY
ASSOCIATES inc.
r .r .
www.rgachico.com
..gg aa
architecture + engineering
CONSULTANT
1ST RESUBMITTAL 1 2020.08.14
2ND RESUBMITTAL 2 2020.08.28
OVERALL SITE
PLAN
A0.1
DR
RGA
19-467
EVIDENCE /
MORGUE
FACILITY
BUTTE
COUNTY
SHERIFF-
CORONER
GILLICK WAY
OROVILLE CA
95965
031-040-028
B20-1843
2020.06.12
SCALE : NONE
AA - SITE LEGEND
N
O
R
TH
N
O
R
T
H
PROJECT NORTH
N
O
R
T
H
N
O
R
T
H
TRUE NORTH
SCALE : 1" = 20'-0"
EE - SITE PLAN
SCALE : NONE
CC - FIRE DEPARTMENT NOTES
721