HomeMy WebLinkAboutB18-0279 025-090-036BUTTE COUNTY
DEPARTMENT OF DEVELOPMENT SERVICES
INSPECTION CARD MUST BE ON JOB SITE
24 Hour Inspection Line (IVR) : 530.538.4365 (Cut off time for inspections is 3pm)
Development Services cannotgiiarantee inspections on the date requested
Office: -530.538.7601 Fax:530.538.7785 www.ButteCounty.net/dds
Permit No: B 18-0279 Issued: 2/5/2018
APN: 025-090-036
Address: 2899 DOS RIOS RD, BIGGS _
Owner: ROLES BRIAN & CHRISTINE
Permit Type: PERMIT TO COMPLETE
Description: PERMIT TO COMPLETE THE POOL 05 -
AREA
Flood Zone: SRA Area:
SETBACKS for Zon*np- AG- SRA. PW
Front: Centerline of Road:
Rear: SRA:
Street: AG:
Interior
Total Setback from Centerline of Road:
ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING
Inspection Type
IVR INSP DATE
Setbacks
131
Foundations / Footings
111
Pier/Column Footings
122
Eufer Ground
216
Masonry Grout
120
Setbacks
131
Do Not Pour Concrete Until Above are Signed
Pre -Slab
124
Gas Test Underground/floor
.404
Gas Piping Underground/floor
403
Underfloor Framing
149
Underfloor Ducts
319
Shear Transfer
136
Under Floor Plumbing
412
Under Slab Plumbing
411
Blockin nde inin
612
Tiedown/Soft Set System
611
Do Not Install Floor Sheathing or Slab Until Above Signed
ShearwallB.W.P.-Interior
134
ShearwallB.W.P.-Exterior
135
Roof Nail/Drag Trusses
129
417
Manometer Test
Do Not Install Siding/Stucco or Roofing Until Above Signed
Rough Framing
153
Rough Plumbing
406
Rough Mechanical
316
Rough Electrical
208
4 -Way Rough Framing
128
Gas Piping House
403
Gas Test House
404
Shower Pan/Tub Test
408
Do Not Insulate Until Above Signed
r
Permit Final
802
Electrical Final
803
Mechanical Final
809
Plumbing Final
813
Fire Sprinkler Test or Final
702
Swimming
Pools
Inspection Type
IVR INSP DATE
T -Bar Ceiling
145
Stucco Lath
142
Swimming
Pools
Setbacks
131
Pool Plumbing Test
504
Gas Test
404
Pre-Gunite
506
Pre -Deck
505
Pool Fencing/Alarms/Barriers
503
Pre -Plaster
507
Manufactured Homes
Setbacks
131
Blockin nde inin
612
Tiedown/Soft Set System
611
Permanent Foundation System
613
Underground Electric
218 J
Sewer
407
Underground Water
417
Manometer Test
605
Continuity Test
602
Skirting/Steps/Lan-dings
610
Coach Info
Manufactures Name:
Date of Manufacture:
Model Name/Number:
Serial Numbers:
Len th x Width:
Insignia:
Fi5als 7
Public Works Final 538.7681
Fire De artment/CDF 538.6226
Env. Health Final 538.7281
Sewer District Final
"PROJECT FINAL
r *Project Final is a Certificate of Occupancy for (Residential Only)
PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR
RENEWAL 30 DAYS PRIOR TO EXPIRATION
i
l
RTES RESIDENTIAL
PERMIT NO.
025-090-036 05-2420
ROLES, BRL4N
2899 DOS RIOS RD, BIGGS
Cont: BI COUNTY POOS
POOL- MSTR 01-520
SPECIAL CONDITIONS
CHECKED
BY
SRA '
FLOOD CERTIFICATE REO.
FIRE SPRINKLERS REO.
SPECIAL INSPECTION ITEMS
VERIFY
USE PERMIT CONDITIONS
SUB -STANDARD HOUSING LETTER
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MOBILE HOMES
Date
MOBILE HOME UTILMES (Plans) OK except Vs
1. Zoning Requirements -Setbacks -Easements
2. Soils; Special MH Support Sketch
3. Sewer, Location -Test -Fall -CIO -Concrete
4. Water, Location -Test -Easement Needed (Sketch)
S. Electricity, Location-Clearances-Gmd-/ /Amp -Concrete
6. Gas; Locadon-Test-Wrap;-/ P L'ft
/ P Nat or/ /" L'ftJ P LPG
7. Well Clearance & Disconnect
8. Utility Clearance
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Card B-1
Date
MOBILE HOME INSTALLATION (Plans) OK except ti's
1. Zoning Requirements -Setbacks -Easements
2. Footings, Size -Spacing -Marriage Une
3. Gas; MH Test -Demand -Valve -Connector
4. Electricity; MH Test -Crossovers -Breakers -Clearances
5. Drain; MH Test -Fall -Flex Connector
6. Water, MH Test -Regulator -Connector
7. Water and Sewer Connected -C/O to Grade -HD Approval
B. Gas and Electricity Tagged
9. Tie Downs -Type -Installation Cert
10. Exits; Insp.-Sketch
11. Cert of Occupancy
Date
Card B-1 Date Card 8-1
Date
Card B-1 Date • Card B-1
Date
PERMANENT END SYSTEM (ONLY)
1. Zoning Requirements -Setbacks -Easements
2. Footings; Size -Spacing -Marriage Une
3. Blocking
4. Gas; MH Test -Demand -Valve
5. -Electricity; MH Test
6. Water, MH Test
7. Water and Sewer Connected
8. Gas and Electricity Tagged
9. Ends
:10. Ucense Decals
11. Verify A's with Office
Date
Card B-1 Date • Card B-1
Date
Card B-1 Date Cana B-1
MISCF,LLANE®VS
Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except Vs
1. Zoning Requirements -Setbacks -Easements
2. Footings; Sods -Size -Depth -Spacing -Connectors -Steel
3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails
4. Wood Awn.; Posts-Beams-Rftrs-Connectors
Shthg-Frg-Bracing
5. Alum. Awn.; Columns-Connections-Splice-Decal-Erxiosures
6.•Carports; Windows-Doors
T. Electric
8. Fong.; Sins- tuds-Rtirs-Tnisses
9. Siding; Narling-Venter-Shicco-Mesh
10. Roof Shthg-Roofirig
11. Ext; Steps -Doors -Landings
12. Braced Wad Panels
Date Card B-1 Date Card B-1
Date Card B-1 t Date Card B-1
Date POO(Plans) OK except #'s -
S cks-Easements
oils; Cpm ction-Stricture Stability
3. P tructure; Steel -Connections -Thickness
Dead Men-Uning
4. Elec.; Receptacles and Ughting, Distance -GA
5. ec.; Pool Lighting; l5 Vohs-GFI
ec.; Enclos es; Conduit Entries -Terminals
. Elea; pI57fWn4fMetal w/5' -aminating Equip. -Heater
8. Elea; rounding; Equip. w/5' Circulating Equip: Pool Lghtg.
Boxes=Enclosures-Panetboanis-Ins. to Main Conduit
9. Health Department Approval
10. plamb.; Cir. Test -Water Supply Test
Date 'N/ 7a/ Card B-1 JA,,V Date • • Card B-1
-------7
I CK
_. Nm OK
eW�
. RESIDENTIAL
Sate
UNDERFLOOR (Plans) OK except N's
Date
1. Zoning -Setbacks -Easements -Rood -Slope .
2. Ftg., Main; Sails -Elco. GrncL4 . P Fig.. Depth
3. Ftg., Garage; Sats-Steel-Elec. Gmd.-/ P Fig. Depth
4. Ftg., Porches & Decks; Soils -Steel-/ r Fig. Depth
S. Stemwalls, Main; Steel-Blockouts-Wrapped
6. Stemwalis, Garage; Steel-Blodcarts-Wrapped
Date
6a Hold Downs and. Special Anchors:
7. Slab. Stee!-Wmpped
8. Piers -Fireplace Ft_ .-Steel
9. D.W.V.; Fall -Rang -Test -2 Way C/0 -Sewer Test
10. UF, Gas Pipe; Size Anchors -Yard Gas P'IplrC Size Test
11. Water Pipe; Test-Anchors-RegulatorSeivice Test
12. Electric Underground .
.13. Plenums & Ducts; Clearance-Material-Support-Ins.14.
Girders-S81s-AiwJw Bolts -Joists -Vents -Crappies
15. Access & Ventilation16.
Insulation.:.
Date
Card B-1 Date :.. Card B-1
Date
Cana B-1 ,.Date Card B-1
Date
PLUMBING (Permit) OK except N's
17. Water Htr; Vent -Access -Combustion Air Baffle
-16. Water Pipe; Test & Anchor Nail Protection
19.: D.W.V.; Test Fittings & Anchor -Nail Protection
20. Shower Pan; Test, First Floor -Tub Access'
-
21. Test Tub & Shower Second Floor -Tub Access
22. Gas Pape; Saxe & Anchors
23. Fire SPrutkler; Test
Date
Cana B-1 Date Card B-1
Date.
Card'B-1 Date Card B=9 .•
Date
LECTRI
ECAL (Perrnit) OK except N's .
Fixture ture & Transformer Cleance-
ralns: Protection
25. Elec. Receptacles Spacing -tights & Switches at Doors
26. Sire Boxes & No: of Conductors Stapled
27. Romex Installed Close to Edge of Studs & C.J.
28. Gquip. Ground made up w/Mech Fasteners -Bond Gas & Water
29. 2 Appliance Circuits in Krtehen & Conductor Size GFl
30. Subfeed Wire Size) /ga. Cu or AhAC. Wire Sae/ /ga Cu or At
31. Range CirrJe/ /ga Cu or AI -Oven Circ. / /ga Cu or AI
Insulited Neutral O Yes O No
32. Service -Riser Conductors & Ground Main Disconnect
33. Equip. Clearances Panels -Motors -Meth. Equip.
34. Clothes, Closet Light -Shower Ught-Spa Light
35. Smoke Detector
Single & Duplex)
Date
Card B-1 Date Card B-1
Date
Card B-1 Date Cana B-1
Date
MECHANICAL (Permit) OK except N's
36. A.C. Ducts insulation & Support
.37. Vent Fan, Exhaust above insulation
38. Condensate Drain & Overflow, Size & Grade
39., Furnace -Vent Access -Comb. Ait-Return AirVent 115 Outlet
40. Attic Access & Platform If Furnace in Attic
Date
Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Date FRAMING (Permit) OK except N's
41. Sills Proper Materials & Anchors
42. Walls Studs -Nailing Spacing & Braces -Plates -Sound
43. Bearing Walls over Girders & Floor Nailing
44. Draft Stop in Walls (rat proof)
45. Fre Stops. Furred Ceilings-Stairs-Chasers-Tubs
46. Headers & Beams -Sae & Bearing
Date FRAMING (Continued)
47. Hangers -Post Caps-Anchors-Corinectors .
48. Clung. Joist -Mr. Ties-Purrm-Rolf Brac. Tmrss-Shtang.-Rtng.
.49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance
50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles
51. Bdn . Windows or Exiting Doors -SM HL & Dimensions
52. Garage Fire Protection Framing -RC Channel
54. Ext Doors -One 3' -Check Garage 3rd Story, 2 Exits
55. Stairs; Wkdttt-Headroom-Rise-Run-Landing-Fre Protection
56. Plywood on Roof Overhand -Attic Vents -Rafter Outrilaaers . • .
*a. ,tucco Mesh-Unp Screed -Fd. Vents-Undertic Access
59. Glazing Area -Glass ProtectionSkylights-Plastic
60. Shear Wails; Nailing -Botts
61. Brice Interior/Exterior Wall Panels
62. Insulation -Walls -Ceilings
63. InAtration-Walls-Windows
Date Card B-1 Date Card B-1
Date Carl B-1.:: Date Card B-1
Date FINAL (Plans) OK except 8's "
64. Ext. Steps -Door &Sldelight.Protection-landings
65. Smoke Detector
66. Furnace Vents -clearance -Comb, Air -Connector -
In Garage; Above Floor -Ducts -Meeh. Protection
67. Bedroom Exiling
68. G.FL & Bath Fbctures & Tub Access -Spa
69. Elec. Tram & Subpanel, Breaker Sizes & Labels
70. Stairs & Rads
71 Fueplace.or Stove; Clearance -Hearth .
72. Elec.Outlets at Wood Panel, int & Ext
73. IOL Fixt. & Appliance; Ground Air -.Gap -Cooking Clearance
74. Elec. Outlets & Receptacles at Kd. Counter
75. Garage Fre Door; Swing -Landing -Closure
76. A.C. Duct ut Garage -Damper: :..
77 W+, WN• Vn..MJ^/e.............!-..tet w:-n�--j-- nn a•
in Garage; Above Rohr-Mech. Notectl6ri
78. Pib.; Elec. & Medi. Egirip. Listed for Location
79: EW- Receptacles in Garage (FFI.)-Rdmex Protection
80.' Insulation-Fdam-Cooked tri Attic .
81. Guard Rails & Deck Construction-Post"Caps
82." Fdn. VBertts & Crawl Hole Door Draanaga & Wood=Earth
Clearance Looked under Floor O Yes .
83. Faflowiag thstkilDrive O Yes O ftYi is O Yes'D NkdPlarrters O Yes O No
84. Stucco Brown -Fetish
85. A.C. Unit Disconnect, Electrical -Plumbing
86. Vents Above Roof, Pabg-Appliance-Rieplace-Clearance to Openings
87. Water Well, Disconnect, Electrical, Plumbing
88. Exterior Elec. Trim, G.F.I. Receptacle -Underground
89. Ventilation Throughout House
90. Glass Protection
91. Corrections from Previous Inspections
92. Gas Test -Meters Tagged, Gas -Electric
93. Water & Sewer Connected -C/O to Grade -HD Approval
94. Energy Compliance Certificate -Other Certificates
95. Address Posted
96. Fire Sprinkler
Date Card B-1. Date Carel B-1
Date Card B-1 Date Card B-1
Date Card B-1 Date Card B-1
Comments at Final:
BUTTE COUNTY PERMIT NO.
♦uT TF DEPARTMENT OF DEVELOPMENT SERVICES
0o BUILDING PERMIT BPO52420
00 24 HOUR INSPECTION 111. (630) 538-7636 (OROVILLE) (630) 891-2834 (CHICO)
o a OFFICE #: (530) 538-7541
0 a ..
B. C. Building Permit 01.16.04 pg 1
LICENSED CONTRACTORS DECLARATION
I hereby affirm under penalty of perjury that I am licensed under
provisions of Chapter 9 (commencing with Section 7000) of Division 3 of
Issued Date: 09/26/2005 APN: 025-090-036-000
the Business and Professions Code, and my license Is In full force and
effect
License Claasss�:/�CS3 License mber. Zos��
Site Address • 2899 DOS RIOS RD BIG
Date: 9,,,"�`�_,__. Contractor.
Map Index: .
Description: POOL MASTER#01-520
- OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the
Contractors' State License Law for the following reason (Sec. 7031.5
Business and Professions Code: Any city or county which requires a
Owner- ROLES BRIAN & CHRISTINE
permit to construct alter, Improve, demolish, or repair any structure, prior
P O BOX 977
to Its Issuance, also requires the applicant for such permit to file a
signed statement that he or she Is licensed pursuant to the provisions of
BIGGS, CA
the Contractor's State License Law (Chapter 9 oommendng with Section
.
95917
7000)0f Division 3 o1 the Business and Professions Code) or that he or
she Is exempt therefrom and the basis for the alleged exemption. Any
(530)868-1528
violation of Section 7031.5 by any applicant for a permit subjects the
applicant to a civil penalty of not more than rive hundred dollars (8500).):
❑ I, as owner of the property, or my employees with wages as their
sole compensation, will do the work, and the structure Is not
Intended or offered for sale (Sec. 7044, Business and Professions
Applicant: BI -COUNTY POOL CONSTRUCTION INC
Code: The Contractors' State License Law does not apply to an
"
owner of property who builds or impioves thereon, and who does
such work himself or herself or through his or her own employees,
provided that such Improvements are not Intended or offered for
871 VON GELDERN WAY "
sale. If however, the building or Improvements are sold within one
year of completion, the owner -builder will have the burden of
YUBA CITY, CA 95991
proving that he or she did not build or Improve for the purpose of
530-673-3786
sale.).
❑ I, as owner of the property, am exclusively contracting with
licensed contractors to construct the project (Sea 7044, Business
and Professions Code. The Contractors' State License Law does
not appy to an owner of properly who builds or Improves thereon,
Contractor: BI -COUNTY POOL CONSTRUCTION INC "
and who contracts for such projects with a oontreclor(s) licensed
pursuant to the Contractors' Stale License Law.).
-
❑ lam Exempt under Article 3 of the Business and Professions Code
871 VON GELDERN WAY
Date: Owner.
YUBA CITY, CA 95991
530-673-3786 (530)6734079
• WORKERS' COMPENSATION DECLARATION
1 hereby affirm under penalty of perjury one of the following declarations:
❑ 1 have and will maintain a certificate of consent to self -Insure for
License #: 720512 -
workers' compensation, as provided for by. Section 3700 of the
Labor Code, for the performance of the work for which this permit
is Issued.
❑ 1 have and will maintain workers' compensation insurance, as
architect:
required by Section 3700 the Labor Code, for the performance of
'
the work for which this permit is issued. My workers' compensation
Engineer:
Insurance carder and policy number are:
Cartier.
Policy#: "_titin
Total Square Ft: 0 S. F. J c
❑ 1 certify that in the performance of the work for which this permit is
Valuation: $0.00 "
Issued, I shall not employ any person In any manner so as to
become subject to the workers' compensation laws of California,
Census Code:
and agree that if I should become subject to the workers'
compensation provisions of Section 3700 of the Labor Code, I shall
forthwith comply with those provisions:
_
Date:20 5�
.
Applicant
WARNING: Failur to s ure workers' compensation coverage is
unlawful, and shall s bject n employer to criminal penalties and one
hundred thousand do (5100,000), in addition to the cost of
"
compensation, damages as provided for in Section 3706 of the Labor
code, Interest, and attorney's fees.
2'�-• - /i
CONSTRUCTION LENDING AGENCY
This perms Is'pe y issued under lh pp ble provisions of the Butte County Code and/or
I hereby affirm that there Is a construction lending agency for the
of the work for which this is issued (Sec 3097 Civ.)
Resol ora to ork in eD a fo Ich fees have been paid.
j
performance permit
Name:
BY ,`' ` Date:
Address:
PERMIT EXPIRES ON:
Este
❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage,
handling and use of hazardous materials.
❑ Notification In accordance with Section 19827.5 of California Health 8 Safety Code Is not applicable to the scheduled construction of this project.
❑ Attached are copies of the required E.P.A notification fortes.
I hereby certify that I have read this application, that the above Information Is cored, and that I am the owner or the duty autho d agent of the owner. I agree to comply with
• all county and state laws relating to building construction. I acknowledge it is unlawful to eller the substanceof any offici rm or cumenl of Butte County. I hereby
authorize representatives of Butte County to enter upon the above mentioned property for Inspection purposes.
Print Name: 1 " , 1117 —y} •1-f Signature:
Date:
• ❑ Owner - XOontrector ❑ Agent for Owner ❑ Agent for Contractor
B. C. Building Permit 01.16.04 pg 1
• � as T ♦•. • c
COUNTY OF BUTTE -
+ BUILDING DIVISION '
'DEPARTMENT OF DEVELOPMENT SERVICES
`7 Count Center Drive • Oroville, CA • 530 538-754,1
TION RRE NOTICE' - =
CORRECTION 0 TI E C ,
t OWNER ! vPERMIT NO. �f
F t A routine inspection indicates that the following violations of Butte County Ordinances exist at
d "• r- the above address and should be corrected..Ptease call for re -inspection when correction of
r '•'i work is completed. If you have any questions pertaining to this matter, or need additional
F r y t explanation, please contact the Building Inspector as indicated below.
5 71
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Inspector
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REV 4/05
Phone # X J
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' FOR RE -INSPECTION CALL: 538-7636 OR 891-2834
+ t ' COUNTY OF BUTTE C
BUILDING DIVISION 4
DEPARTMENT OF DEVELOPMENT SERVICES '
7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE'10
{
Y
• }' PERMIT NO.
• w �;ir OWNER � . -
A routine inspection indicates that the following violations of Butte County Ordinances exist at
-the above address and should be corrected. Please call for re -inspection when correction of ;
a
!,jW ' work is completed. If you have any questions pertaining to this matter, or need additional -
explanation, please contact the Building Inspector as indicated below:
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Date ' t ". ti- r ' Inspector
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EV, 4/05 Phone #
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;FOR_ RE -INSPECTION CALL: 538-7636 OR 891-2834
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COUNTY OF BUTTE
BUILDING DIVISION
,
DEPARTMENT OF, DEVELOPMENT SERVICES
7 County Center Drive`* Oroville, CA • (530) 538-7541
CORRECTION NOTICE
AJ;-'/
r
,rc
t -t • OWNER PERMIT NO.
A routine irispection indicates that the following violations of Butte County Ordinances exist at
I
r the above addressland should be corrected. Please call for re-Inspection when correction of
`
a't work is completed: If you have any questions pertaining to this matter, or need additional
explanation, please contact the Building Inspector as indicated below.
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t Date' Inspector "�'"'• --
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i , REV 4/05 Phone # • -/�
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�i FOR RE-INSPECTION CALL: 538-7636 OR 891-2834
COUNTY OF BUTTE _
BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES
• y t ' :p, 7 County Center Drive • Oroville, CA • (530) 538-7541 ;
CORRECTION NOTICE.
t OWNER., PERMIT NO. j +
` A routine inspection indicates that the following violations of Butte County Ordinances exist at
t • the above address.and should be corrected. Please call for re -inspection when correction of
work Is,completed:, If you have any questions pertaining to this matter, or need additional +
explanation, pleasecontactthe Building Inspector as indicated below.
{ j• �.' CSG: 1` �'1,!��' i.'J � l �I.` l �' �`1 / .�..G-� �• •
I_J G f G 4 {
' Date
12-5.0Inspector
` REV 4/05 Phone #
FOR RE -INSPECTION CALL: 538-7636 OR 891-2834 ,
COUNTY OF BUTTE
t BUILDING DIVISION
DEPARTMENT OF DEVELOPMENT SERVICES ;
;7 County Center Drive • Oroville, CA • (530) 538-7541
CORRECTION NOTICE. r
OWNER, , } PERMIT NO.
'A routine inspection indicates that the following violations of Butte County Ordinances exist at t
? i t the above address and should be corrected. Please call for reinspection when correctiori of ;
work is completed, If you have any questions pertaining to this matter, or need additional
¢explanation, please contact the Building Inspector as indicated below. II
LfJ'1!
4 f
r
of + ` • 1
r
i t
is .4 ,
f Date p L Inspector CAI' f _
I REV 4/05 Phone #. ]��
FOR. RE -INSPECTION CALL: 538-7636 OR 891-2834 • r
o>
o
� M
�
O
,
5
.. .....
.jFj.
{�1
P
��� ...
TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE
BOND SEE NOTE!
Al
:OW
DECK aIAI
A3
mE
NIN0.11 11'(TYP.) TOOL OErTM a1.w-
II
LLSANF FLOOR
' ANOFLOOR l (AS MEASURED FROM
r
sALL salrL6
/]@Ir O.t. EACH WAY I, TOP OF RETAINED SOIL)
0
II
F'
IT BOND REAM REIN. 343BARS
MIN.VERTREIN.F3@IZO.0„FOR T 1
'- I
(IYF,FORALLSOND11EAMS)
ADDITIONAL VERT, REIN. IREfEMED
TO AS ALTERNATE BARS I.bDSEE ��TI1r FOR ADJACENT j
ALTERNATE LOGnONa
BOND SEAMIAR ITYPI
S.EDQE. TALE 1) r HMUSEOR
3-WN.(TYP.)
FER YNOS
SNOTCRETE STEPS" STAIIWRD NOW. REIN Ir 3* MIN, (TVP.) LINES SEE NOTE 3
W. WISL
BENCHES 11 NEEDED .]@Ir O.C.
DETAIL B: CANTILEVER DECK
TMCKNESS OF A
T.CMEEtE
rT0 AlE
FJO'ANSNE
ION JOINT
COPINGry
UB
( SEE TABLET 5
r ,... Pil00R MAINOMTN, NO ADOTL ( •L
REINF. NECESSARY ,��j+
'l1I JIlIJII�f-.IuG�G•_
TMCKNE33 7TOSMWUSSEE 1 �F F
lIYY� RIFiI�I UNLESS GRAIN GN
L,l A9N
SEED. OCANOuININ, MDNS NOTE I4 i TII
IS D :11
�)L
EXT M TMNSVERSERENFORCEMEUT. BEND.3 AS SMOAM W
n10lENMTN SPACED 1 r CENTERS T)ETAR K. I 7
EN
TR NEENNN IMS,CENTEREO
7.0R
IF NO TMNSDION pAAY BE E1Q.1MTED IF NOTOPOF
7.0&
8.0 It.
S
POOL FLOOR
8.0&
I uln;2e 10.0 foot pool depth .0,,duk).
ban is
bo= pardlel rel,. bais 2.51. V.B.C. section. 1107. 1912. and 1124 he. pax the raised bond boom porta, a eeds 2.0' ands retaining well
DETAIL A: TYPICAL LONGITUDINAL SECTION TCURE SHELL
NOT TO SCALE FOR MIN.7 DAYS
IS
ab
DETAIL C: COPING
'
NOT ra s, AAE
MANUFACTURE MD
Its
WATER
I Is
ab
I IS
ab
.OMTROUGFI
71
BREAK r MAC r-(
II
ab
N, N. TOOL DEITM IN DEET
I t, (AS MEASUREOFRW
TO OFRETAINEDSdy
MAX
ALTERNATE
IT ILUMtWO
GTd!
'y
E%PANSRINJEYNT
SCREYI DASD BE OPEMMTESEIG-)I
REMOVEDASIOOI OIEMNG TOOL PLUG
ISDMINED
ab
IS
Ai
AT
tT
0.0
0
r
RAM •MDE
6
0
;ENOd)VM
2J3!.
0
6
TtinsT)FN.
r
0
6
WATER 1
PI:MRTo/MOrMW.
r
ALL AROUNDTCETE
A
6E3ELEVATED
0.5
]POOL
2 IS
VAlEO
2a3 E.W.Sn'
I
L
I
TO HYDROSTATIC - �. -•
RELIEF PILE.
"`' II
uP
/3 DIAGONAL
IOTTOMIS �]P SO.�
1T
IERGOMTEO. OR O
0.5
1.0
•r GMVEL BASE UNDER TOOL FLOOR.
(SEE NOTE I AMEN NECESSJuM
...OR...
IL D:
DETAIL H:
ER VAULT
NOT TO6GL6
DETAIL E: SHEER DESCENT
DETAIL F: LIGHT NICHE
N
DETAIL G: SKIMMER
'ALTERNATIVE PRESSURE RELIEF SYSTEM
NOTTOSCALE
NOT ra mAlE
.r
'POOL DEPTH IN FEET EINF. SEE
SCREW Gr, TORE VD6MER GN .
P
MIN. 1P
NS MEASURED FROM ULE
REMOVED AS 100. FLOOR RE0a'OCEMEM
19 DRAINED
SIACEDR2S
(O IIIIAR)
TO OF RETAINED
SOIL. SEE NOTE 171 tlAL POND
-CEMENT
AS PER OETM A
rRY1,1
0
OIL
r�EMr
.,0 4.D c zp
VAz. MAx. r(1YP3 MAX.
IP OVER pIGINA
OVER
CWIOSITE
__JJIi_111L
DEPTH r TYPICAL SPA
1N FEIFFORNMENWALLAEWF.
TOPLIMP
030ITMNAGE
IS NECESSARYO.CE.w,
15
WAGE COSJHA2
'
I I---�4.-AP
IIrE
JrE
UPPED IY WITH FLOORf
REUEf PE. BS.AITIREINFOCEMEM,WKT
PMIN. j
IC=11 I iC:r"" ,till.
EDWOAWAGE
wMPOSITE fIlIER FABRIC
O SLOPED TO DMN BY:
2 VfTY
CLEARANCE FROM EARIN1k
IER[f%UTE0.J:
REINF.
COM,FROM ELEVATED SIA OPTION
LgkERROND BEAMIS
. LAP UIIER BEING.
ORFLOOR
_ 1,d. �GRAVEL BASE UNDER LOQ RO011.
IF"T`IXR 7W.LV SIA TO IDOL
.. I_LQ'+ER REWF.
(SEE NOTE aw NNEMSSAIM
UPOOR pp yx)nON' • IF GREATER TMN r MU T ICRNESS IS REQUIRED FOR
DETAIL I: SPA CONOIS TTIM OOGRn@ 1zoc,acnt� YSHOuoie WED
auLt
DETAIL J: RAISED BOND BEAM
mlE
DETAILK:
'HYDROSTATIC PRESSURE RELIEF SYSTEM
MOT ro scA,E
TOOL OEITPUW I� 'Pawl,
FEET lAS MEASURED UCELAElrt
1 I
7.0 [ROM TOP OF •2r I I I NOIITAR •24'
WATERiGTUREI-EP
/.0 'FOOL OEITIf W FEET IMAX, 1 I 'IDOL ME W FEET ROCK ON TO
(J3I ME,SIINEDFROM -FI I NSMEASUREDFROM
FTOI OF REMINED:dill
VERT. REIN.
13@CO.C..0TOORETAWEDSgL
�=RE
1 L Y / [Ef
13 1REIN. 2.OJA
21 IT
21
I1j
.3 Q Ir O.C.E.w.
2.0.11
MOIIIS
ITO.C.E.W.
2.5
2-
• 1'
2.y 2.0 MIN.
MA%J
FOR GREATER HEIFJOS.
ENGINEER SHgJLD BE
(Ba EMBEDMENT
(SEE NOTES
a CONTACTED. ]
T - na2q
WATERFALL NOTCHED BOND BEAM ROCK ON BOND BEAM
! N.r n Beau Km TO SCALE N°I rs
.. • FJ,.OL(!�y l ^
DETAIL L: ROCK WATER FEATURES
DETAIL M: FREESTANDING WALL
MALENOT
(SEE NOTE 20)
TO WALEUTTFC
0
1(SEE TABLE
0
T
OUN W
I MEE TABLE l) - -
VERT. A HOR. REIN, THIS
-
BUILDING DIVISIO
SIDE.3QITO.C.
HORM. REIN.
n@1TOC. IT O• pEFt.0 LOM AP
VERT.t HOR.RON.
IMS SIOElIQIZO.C. VERT.REIN.TMS
SIDE (SEE TABLET
TALE2
VAMSNINO EDGE WALL BCNEWLF
SIDE (SEE TABLE
CK 1\ V, L)
Y OaAQOWTE SOL
/
y%los
GCN MY
H
_
T DEPTISEETOAILE3.
WALL HEIGHT VERTICAL 1
H.R. REINFORCEMENT M)
2-.3 Y (..0
IMAX.) HOR.REKTHn
-HOR.REW.TMS
EIOEI3QIr O,.
2.0 /3Q 12-O.C. 1
STUE.)QITOC.
1
VERT REIN
SEC iALE3
L o3.a
1� T(rn3 .Q
R3 ® IT o.C. 0 J (rv11
4.0 R3®1ro.c. B
(B O MA%.)
H
(P. IF o
MOII1.
SEE NOTE a
2
5.0 03 12.O.C. 1
6.0 R7 a8'O.C. 10
2.a Mw..
II f' EXGVATION
ALL
_L0 _
3.5
7.0 R3®6.O.C, 11
DUVM VEACASNOLSO
FOR y,
7UUL" 20 20 W
2.O V N,
t.0 R3 Q c' O.C. 12
-FY r CENTERS
ALnN. QInH OF
T t IEIOW LOOSE loll. G L
vERT.t HDR. REIN.
ERT. REIN.TO
Z.
-r (SCE NOTE I!) dr
SFORTFOUGM
r3@ITO.C.
PASTMDNS
TN1. p
rtApllA 7rE(
/`Q I2O.C..
1•h
TALE2
I UP EACH
r
� FREE lTANdN6 WALL SCXEDULF
END
4F'11 4:]�..,H=j11=1L:
Ir
PO VJI O, VERNCAI
N.A.N.a 0. REINFOQNEM
I
- c
•T
LL
-
J
PLAN NOT VALI
5.0 3 0 12' O.C.
VERT..40'.TRODOI y
:3
p,o 4 R3au•o.c, AN ORIGINAL
P
REIN. I3QITO.C. N
nQrZ O.C..
LAI DEN ENO
7.0 5 R3 g', AUTHA
49
8
Mw. Ir
Ft
8.0 . G R3@4 -&C. NEILI
'DETAIL N: VANISHING
r
EDGE
r Lid
DETAIL O: FREESTANDING WALL FOR INADEQUATE SOIL SUPPORT ROE
--ALE
ro..LE INOI
TABLE 1 - REINFORCEMENT AND SHOTCRETE THICKNESS SCHEDULE
Column -
Al
A2
A3
B1
82
B3
C1
I C2 11C3
Ill.ShaIcrele shall be pkeed on or ogoinat firm native undisturbed sol.
D1
D2
D3
1 e.camri must be In moist eo talion Immed;etey prior to Placement of
� shotcnle.
Sol Catn" -
NORMAL
D7AA8JE 2
E)P. WIW
NORMAL
EJO[ANSNE
W. WISL
NORMAL
EWANSNE
R . WISL
NORMAL
FJO'ANSNE
EW. WSL
L-5.0 to 7.0 It.. add 1.0 (1., to Pool depth
Pool Depth -
5.0&
5.0&
5.0 I1.
6.0R
6.0 IL
6.0R
7.0R
7.0R
7.0&
8.0 It.
5.AII reirknes-t snail be grade 40. meeting ASTM A615 standard,. Lao splices
8.0 IL
8.0&
I uln;2e 10.0 foot pool depth .0,,duk).
ban is
bo= pardlel rel,. bais 2.51. V.B.C. section. 1107. 1912. and 1124 he. pax the raised bond boom porta, a eeds 2.0' ands retaining well
be use4 as o g
i.1. a ros .here the sled r,;rlorcemml is forced together due toe Hofer. of
depth, ft.
ab
IS
ab
is
ab
IS
ab
Its
ab
I Is
ab
I IS
ab
IS
ab
I5
Ab
IS
ab
IS
ab
IS
ab
IS
depth, 8.
0.0
0
6
0
6
0
6
0
6
0
6
0
6
0.5
0.5
1.0
1.0
1.5
I
15
2.0
2.0
2.5
1
0
0
0
0
0
2.5
l
1
1
1
1
1
1
2
3.0
_L0 _
3.5
-
-
_
-4.0
4.0
8
4.5
7
I
7
7
4.5
5.0
0
6
0
6
1
6
7
7
8
6
5.0
5.5
e
e
9
.7
7
55
_6.0 _
_
-
--
--
0
--
e
0
--
7
1_
7
10
7
8
_6,0 _
8-s
7
�1
e
9
ss
7,0
1
6
1
6
1
9
e
10
7.0
7.5
9
11
75
8.01
6
1
6
2
9
8.0
17�TOOR'0
16
0
1 6
0
1 6
0
6
0
6
1
6
0
6
0
8
1
8
D
8
0
8
2
7
FLOOR
Column -
Et
E2
E3
FI
F2
F3
G1
G2
G3
TABLE 1 FOOTNOTES
1. For Inc .nth larlm (noteslonlesa) ma
(aro Nole 1, Genarol Notes).
2•For Nae with ..Nnhi a (cohesive) ma or
(les 1 s I. Central ll.end
(se. T sal .CeIel.ntrarug osote,) 2:i :lova.
Sol Ca
ie0ory
NORMAL
EMANSIVE
EX►.
WSL
NORMAL
EWAWI
E
E�.WISL
NORMAL
EXPANSIVE
ENF.WSL
Pod
Depth y
9.0
It.
9.0
It,
9.0
IL
10.0&
10.0R
10.0&
HAIL
11.0R
11.0&
deA.It.
ab
IS
ab
IS
ab
b
ab
IS
ab
IS
ab
IS
ab
is
ab
IS
ab T
IS
0.0
0
6
0
8
0
7
0
8
0
6
0
7
0
8
0
6
0
7
3.For use with e.pans;ve sea rela;nag an
0.5
:tending 2:1 scope.
10
(ave Nate 1, General Notes)
15
I
I
I
I
Cob. Alternate Ban (/ of vedi,.I alternate
2.0
rdnfona g eon, a addition to 13 Q 12-
e.). E -t-4 ab B.n is en1 1 ..0/floor
25
0
0
0
0
0
0
0
0
0
radio, e.c,Pt as noted under FLOOR
2
3
2
2
3
2
3
3
feav"Elie"tin• L° nate .
3.5
5. Is. Th;ckness of Showete (minimum
shota, . thlekne,,. Inch).
4.0
e. Under •ab• eolurnn:
45
number indicates distance ;, feet
5'0
that alternate ban Bh.w4 extent
5.5
7
7
past the wall/Ticar .olio,.
-1
1
Under o• column:
, thi.l,.ete in
5.5
7
7
8
6
e
7
7.
7
u,cYb oIrdiieatoor
7,0
8
9
7
8
8
7
7
°s
mtemet. ban ..tend past the
as
e
9
s
10
7
s
9
8
e
wen/floor radius.
8.0
8
9
12
8
10
9
9
9
10
7. For lie •E.p./w SI.' eon agary r the
8.5
8
9
12
8
11
10
9
10
11
tom and I,.g foal depths. mlarole
9.0
1
8
2
7
3
11
9
12
11
10
11
12
J4.
cora (°b], anaNld be /. ban.
9.5 -
--
--
--
9
12
12
11
12
13
10.0
2
7
2
9
3
11
11
13
14
10.5
13
15
11.0
2
S
3
11
3
14
'
FLOOR'
0
5
27
3
7
1
7
2
7
4
6
2
7
2
7
4
e
GENERAL NOTES
I.Norral ..;1 .ssumed to n•ve the lolb+;ng pr.lertin:
I between Inc pipe. M! my Iarxlel realoro<menl. N m.l.l piping is used ..4
Equivalent fluid presawe- 35 pouMs par cubic loot (PCF)
brown paper,
sad ;l snail be ad .;Ih vbqueen or heavyrow
I is plieed a, shotcrM,
Unit Weight - 120 PCF
I exeaPl where it mss, pe.Nmdkvlarty through the aht-t,.
E.p.mtve soil -ell I. have Ne V.O..;r, InI<rties:
Ea lhohmt Fwd pees- - 50 PCF
I10.Soa shall have minimum bearing value of 1000 psf. 1500 psf for fr IOM1n9
I ralb.
Una Weight - 125 PCF
Ill.ShaIcrele shall be pkeed on or ogoinat firm native undisturbed sol.
mi
Eslsns)re l Ielain. an ........ dope .ssumed to have Na follo.;ng
112.11 e.ponsive seas (clays) a e ounlered. the aide. and bottom of the pool
proPediss:
Ewh,1,nl fluid pn- - 15 ICF
1 e.camri must be In moist eo talion Immed;etey prior to Placement of
� shotcnle.
Unit Weight - 125 PCF
Th, obm seared eq dmk,l Nufd pmInmes Yon the :rde.red sail yaws aro
I13,1f osce,d;nq slopes greater than 2:t are encountered, the engineer should be
I contacted before proceeding.
msr4ned -An. iclwl bleml r 0 possums - Amy. UN.ss slated in
X14. um rod;ua far rod to Dos. tnm;li.n for etr.;ght woos is as Isao.s:
hng. no on-site ll otmnaeol fnoysi: Pes prformed CT oar f We ore
Q -Aired to p, de geoleennAva/ FansWlorion I.ojeel it desired.I
Death, It MIR Radius. N. D -1h. jt M;n rt_
2.ror adjacent slretures, For footing distance (L) a-uy from peel edge. add the I 5.0 2.0 7.0 4.0
I 6.0 3.0 8,0 5.0
following increase in depth to the pod when determining rainlomement and
1. fr.m TASLE 1.
I •E.teptan: For pool .db W to 1.0' ;n height, the above minimum .all bottom
.hot ... r.,.iremenl.
L-0 l0 1.9 It., add 3.0 it. to pool depth
1 dry may be ,d.0 W to 2.0' at any location it either of the f.poring pod
L-2.0 to 4.1 fl., add 2.0 it. to pool depth
I Layout candiflor, e•isl:
L-5.0 to 7.0 It.. add 1.0 (1., to Pool depth
f a) Curved freeform .oda that hove o plan radius of 10' or lea.
(For ..ample, if the pool is 6.0 fl deep• use the 8.0
b) Far straight ..Its it the location i..;lh;n 8.0' of . Plot carer,
' N_ Bled schedule to build the pool.)
NI it,malte Lars should a.leM to lop of bond boom
1
05.M aleetY 1 shun be secarey grounded before sholercle is placed.
3.ShNerete (wet .r dry [--only kno+n as 1un;le)) hall be proportioned and
MI6. NI opplitpab mate and 1-1 Iowa and codes .hall be followed.
p1e 4 ee.rd;ng to U..C.. Von 1124 and ACI 506. Cement to aggregate, in
117.1he design ,aumption vas mode that the pool is amply alt of the time,
dry reight atoll not be less than five to one.
4.Oesign based on 28 day compressive strength of 2500 psi
I consequently any combination of pool depth and noised bond boom may be
I 01iled as long os the mo.imum ILO feat depth or the plan is at e. eeded
5.AII reirknes-t snail be grade 40. meeting ASTM A615 standard,. Lao splices
(tor a ample. . 4.0 foot raised bond been, oral a 6.0 loot deep pool would
xthe
aho11 be at least 40 bar a;ametan. NI bends shell Be sham (min.cl-ra
I uln;2e 10.0 foot pool depth .0,,duk).
ban is
bo= pardlel rel,. bais 2.51. V.B.C. section. 1107. 1912. and 1124 he. pax the raised bond boom porta, a eeds 2.0' ands retaining well
be use4 as o g
i.1. a ros .here the sled r,;rlorcemml is forced together due toe Hofer. of
I for son, the raised portion should have wall drainage ;.,failed as ,lawn to
I prevml build-up .1 hydrostatic pressure,.
the wall. 1-/4 bar be mbatituted far 2-/3 eon 1" Order to maintain Inc
lip, For fr<nbnd;ng .all applications, the boae o/ the freestanding wall should
mJin 2.5 ;nen g,
j .I'Minto firm native ..;I (min. 1500 psf bearing) o In, of 2.0�. II this
7. Fo^'o where a ramp has Beene owted on. bockl;Il is not compocled to
rens al 90 sl Inc mo.;m m Ory density of the ASTM D1557
a
I n not accomplished in the normal pool e.eovolion, the engineer ,naw, be
percent
Compoction Test• shouldconsistof /3 ban at 6 Inch centers. avehl
c.Rto.t.d b.fore p-Rod;nq.
e;,fo,ceme,t
ray (both ROF... let and -diel). I e.tm horizontal reirlor ment hold
120.S;le eaMiti,m that require thea of freaat°ndng wall usually invoke
e,tend 3 feet post the edge .f the romp a aYation on ether side. Shatcrete
I onstructlan of Ina pool o Rea o del Idling slope. If the base d the
sr rthe.
IreeslanSrg
r the nalomement .n the sub;d, of the pool should be ;nere°sed
iemr 3 to 4 acnes.
.all .ve°v°tan lea 7 feet ho;e nbloy from the I... Of o
I descending abpa then the engineer should be eonm°tod to delumina in .rang
a.it seepage resulting In palling .der ;s enc untered in the qac Ii.n during
I if . 61. spec.l;a sal 1-111.U.n i... .M.J.
canstruct;an, hydr.atotie pressure relief ant 4' thick clean grove! base (I/t"-17
121.Nry c.nd;tan not .pseHic,11y covered in this Ilan or nusuat cordit;n
shalt be Inmalled under the pool floor,
1.Up to 2 ineh diamele[ Pipes may be Placed ;n the lower outside c,m,r of the
: encoulend during ....potion shall be brought to the attention of our off;c.
I balore reeeedi,g.
bond beam provided o minimum of 1.5 inch demote is maintained (cont)
127 -MAN N commAWCE tliTH 2007 CALIFORNLA BUDDING CODE.
EESS)0
`6
Z z
lo. 44611
:.p. 306 .Ln2
CNIL a`*
IF CAUr'0�
D UNLESS BEARING
BLUE SIGNATURE
;IGNATURES:
ANDERSON
IHOLMER
1H SMITH
III
9 (ai j
BI -COUNTY POOLS
�,p�
r vvl CONSTRUCTION, INC.
Q�0,' i r t�s.,(r' 871 GARDEN xwY
YUBA CITY, CA 95991
530-673-3786
Contractors License
720512
POOL SPEC�IFICATIO(Nj S
SIZE�� .3LL_L `'ERIMETER 5 AREA-_60sq. (1.
DEITH�yTO _D2-VOLUME2LLf'A1 GALS.
�! CONSTRUCTION SPECIFICATIONS
�}r��` .S�`"•T ti+ RAMI SHALLOW/DEEP SWIMOUT �
Y
LiJVEiI:A11-2il_ WALKOUT _ :
EXCAVATION (COPIN tCANIA.EY.E
FENCE: DOWN BY ' t UI RY
{/i+�1 t'I SJ HOURS OF GRADING LOADS TO
CA OUM►
STUMPS LEAVE/HAUL CONCRETE: REMOVE _ sq. H.
STEEL/GUNITE/TILE/PLASTER (VORTEX/ANTI. VORTEX)
RAISED BOND BEAM _ FT. x _ b•ighl'
RAISED BOND BEAM _ FT. h�ci�hl
DECK TIES TILES�L! <x'=
COLOR OF PLASTER } �' t �•(� °�
—;' e\ '� til ire r
u CAP FOR BOND BEAM
j� �1. t, l 1_,\ • �%� ( CAP FOR RAISED BOND BEAM ✓-..4-^•"-'`-`�-
SPA _ x _ LENEFD'Ali
TCAP FOR DAM GTH • SPILLWAY
PLUMBING SPECIFICATIONS
POOL: NO. OF RETURNS : MAIN DRAIN SIZE ,
1 SIZE OF SUCTION LINE FROM SKIMMER
SLIDE _ FILL LINE _ FOUNTAIN LINE _ II. _
SOLAR HEAT 'T's_ POOL CLEANER
REVERSE FLOW'PLMG. _ DIV. ORD. _ PRONG JIG
SIA MAIDRAIN SIZE _ NO. OF JETS
.,s LIGHT_ RETURN _ VALVE TYPE
NOTE: ALL AIR LINES PLUMBED BACK TO EQUIP. 11"(
UTILITIES
1 ELECTRIC BY �e(�
•
' GAS BY n,
ve-C'POOL DECKING (CAN�LEVER v )
EU•
TE COUNTY [�� $Q. FT. TYPE FINISH
`�• BUILDI;,AlG DIVISION.- FOOTINGS �i�.r_MASTIC
T
. DIVIDERS: TYPE -•,tri DRAINS
APPROVED RISERS _ 11.
D. p.
' '.`
o ,
N
REORDER FROM CALIFORNIA SURVEYING i DRAFTING SUPPLY 1400.143.1.14
POOL EQUIPMENT
FILTER: TYPE _SIZE
PUMP: TYPE G SIZE -\ - HP
'
o,foJ HEATER: TYPE SIZE 0000TU
_ V BLOWER: TYPE SIZE -- AMPS
J POOL CLEANER TYPE=-
BUILDI NOT RESPONSIBLE FOR CONCRETE, SHRUB. SEPARATION TANK
BERY A DN s OR UNDERGROUND OBSTRUCTIONS IN POOL ACCESSORIES
ACCES
+S �
THE UN1�DERSIGNED APPROVES THIS WORKING PLAN LIGHTS: POO2L,R-_SPA _ LENSE KIT
AND CKNOWLEDGES RECEIPT OF A COPY: BOARD _ BOARD STANDARDS
SLIDE STRT.iLC/RC COLOR
A 51-11OUNTY POOL DESIGNEDSPECIALLY FOR GRAB RAILS/STEPS _ Pf�7E� �1ANDRAIL
C 1
POOL CLEANER TYPE D '1
• � � � �; .mss I�r{ VACUUM HEAD AND _FEET OF HOSE
t1� MAINTENANCE KIT AND POLE
SALESMAN n
`dIQU - (SLQ GjZ,.� MAP BOOK PAGE:
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