|
-0.1' TYPICAL UNLESS
<br /> OTHERWISE SHOWN NOTES NOTES
<br /> 1 4 6" 1/2" RADIUS 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS
<br /> (TYPICAL) APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC 0.1' TYPICAL UNLESS OF THE CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL @ @ @ @ @
<br /> AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE 4,000 PSI, TYPE 11 CEMENT OTHERWISE SHOWN 14"-#3 DOWEL AT 24" O.C. CONCRETE SHALL BE 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.
<br /> BATTER UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. r 12" LO
<br /> 6" 6 ---1/2" RADIUS 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT FILLER AT 30' O.C. MAXIMUM, BCR's (D COLOR OMES WITH THE COLOR TO BE
<br /> z (TYPICAL) dm BASE DIAMETER
<br /> < #4 REBAR CONT. 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT FILLER AT 30' O.C. AND ECR'S. YELLOW (APPROXIMATE FS 33538 OF
<br /> 0_j AT 12" O.C. MAX. MAXIMUM, BCR's AND ECR'S. @ @ @ @ 0.45" TO 047"
<br /> PROPOSED� (n a_ TOP DIAMETER FEDERAL STANDARD 595C)
<br /> GRADE OF 4:12 BATTER 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK
<br /> - of 0.57. MIN. FS N z
<br /> DIRT (o(3 L'i 3. WEAKENED PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY OR PCC PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED <
<br /> a_ 1.27. MIN. AC ADJACENT SIDEWALK OR PCC PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. z #4 REBAR PER AT THE TIME OF PCC PLACEMENT. _j
<br /> 60f< a_ I TAPERED EDGES
<br /> 3" WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC PLACEMENT. PROPOSED GRADE j__ _j DETAIL "A" Uj @ @ @ @ @ WHERE EXPOSED
<br /> 7�7 OF COMPACTED -Tn7rr- IL Uj p ZZ
<br /> LANDSCAPED LL Of 4. 4" THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK AND PCC PAVEMENT. (n �-a-
<br /> (0 C3 Uj 0.57. MIN. FS < _j
<br /> B 4. 4" THICK C.A.B. SHALL BE USED WHEN ADJACENT TO SIDEWALK AND PCC PAVEMENT. PLANTER SOIL a_ _j SECTION A-A
<br /> 1.27. MIN. AC 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 BATTER AND 6
<br /> ;�j a C� A A@
<br /> z 5. WHEN USING VARIABLE CURB FACE HEIGHT OF BETWEEN 0" AND 6" C.F. HOLD 4:12 HEIGHT BELOW THE PAVEMENT FINISHED SURFACE. I
<br /> 0 0 0
<br /> @OR 12 BATTER AND 6" HEIGHT BELOW THE PAVEMENT FINISHED SURFACE. #4 REBAR CONT. 3" C�
<br /> 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND
<br /> 00
<br /> #4 REBAR AT 18,--, 6. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, PROP. FS OR IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10
<br /> IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY MORE AC PAVEMENT FOOT STRAIGHT EDGE.
<br /> OC. MAXIMUM WHENO THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE.
<br /> � 81, @ @ @ TRUNCATED DOMES DETECTABLE WARNING STRIP TO
<br /> IS GREATER THA N 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION
<br /> CF CONCRETE PAVEMENT A.C. PAVEMENT 7. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR BE MANUFACTURED BY ENGINEERED PLASTIC INC.
<br /> "ARMOR-TILE" (800) 682-2525, MODEL #ADA-P-1212
<br /> HEIGHT SECTION @ (13") SECTION @ (17") OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR TO TO PLACING BID OR BEGINNING CONSTRUCTION. 2.3" TO CAST-IN-PLACE, OR EQUAL. PROVIDE INFORMATION
<br /> VERIFY INSTALLATION WITH IN-N-OUT PRIOR TO PLACING BID OR BEGINNING 100 1 2.4" APARr 0.65" FOR 5 YEAR MANUFACTURER WARRANTY.
<br /> CONSTRUCTION. 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, MINIMUM
<br /> BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR TO VERIFY 3' MINIMUM-SEE PLAN NOTE: WHERE INSTALLED IN A RADIAL
<br /> 011 25" 25" 12" 29" 29" 12" 8. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT INSTALLATION WITH IN-N-OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. PATTERN, TRUNCATED DOMES SHALL
<br /> 4" 25" 29" 12" 29" 33" 12" OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT PEDESTRIAN PATH OF TRAVEL HAVE A CENTER-TO-CENTER
<br /> 6" 25" 31 12" 29" 35" 12" BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR TO DETAIL "C" 9. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. TYPICAL PLAN SPACING OF BETWEEN 1.6" AND 2.4".
<br /> 81, DETAIL "A0QQ PLACING BID OR BEGINNING CONSTRUCTION. PLANTER CURB WITH 12" WIDE CONCRETE STEP-OFF SIDEWALK DETAIL 'F
<br /> 25" 33" 12" 29" 37" 12" 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" NOTE: DETECTABLE WARNING SURFACES
<br /> 12" 25" 37" 12" 29" 41" 12" EXTENDED DEPTH CONCRETE 9' ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. NOT TO SCALE CURING COMPOUND. TRUNCATED DOME DETAIL FOR PEDESTRIAN SHALL CONTRAST VISUALLY WITH
<br /> 181, 1 ACCESS DETECTABLE WARNING STRIP ADJACENT WALKING SURFACES EITHER
<br /> 25" 43" 12" 29" 47" 12" PLANTER CURB 10. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED LIGHT-ON-DARK OR DARK-ON-LIGHT.
<br /> 24" 25" 49" 12" 29" 53" 12" NOT TO SCALE WITH A "TYPE 1" CURING COMPOUND. NOT TO SCALE
<br /> 2'-2" #4 REBAR CONT. 1.5' 11' TYPICAL OR PER PLAN NOTES PROPOSED A.C. PROPOSED FINISHED
<br /> 6" 1,2 V-6" PROPOSED DRIVE-THRU LANE 1. CONCRETE AND RELATED MATERIALS SHALL PAVEMENT
<br /> COMPLY IN ALL RESPECTS WITH ALL CONTINUOUS 2"x6" GRADE 1" BELOW
<br /> 4"-#3 DOWEL AT 24" O.C. _j Z HEADER
<br /> 1/2" RADIUS (PCC PAVEMENT ONLY) < APPLICABLE SECTIONS OF THE CURRENT REDWOOD HEADER
<br /> (TYPICAL) #4 REBAR CONT. AT 18" O.C. MAX. _j EDITION OF THE LOCAL GOVERNING PUBLIC N
<br /> OR AS SHOWN HEREON OR EVENLY a_IL AGENCY STANDARD DRAWINGS. ALL CONCRETE
<br /> C,4� AT 18" O.0
<br /> #4 REBAR SPACED FROM CENTERLINE OF SLAB Of SHALL BE 4,000 PSI TYPE 11 CEMENT UNLESS
<br /> PLACE IN CENTER OF Uj . . . . . . . . . . . . . . .
<br /> #4 REBAR PER 1.0% MIN. -Lo a- . . . . . . . . . . . . .
<br /> (D - PCC SLAB OTHERWISE SPECIFIED BY THE ENGINEER.
<br /> DETAIL "A" C�fy- Q:�s 77
<br /> 2% MAX. 00 0`�10 0`�10�9
<br /> 2. CONTROL JOINTS TO BE A MINIMUM 3/4" 000 000
<br /> 4 0 2-12d NAILS
<br /> 3" 3" 17-6 1 4- OR 17-6 POLYSTYRENE JOINT FILLER AT 30' O.C.
<br /> 1% TYP. PER STAKE
<br /> 1� MAXIMUM, BCR's AND ECR'S.
<br /> TYP PER
<br /> 00;;.
<br /> 7- WEAKENED PLANE JOINTS TO BE AT 10' MAX.
<br /> 7 INTERVALS AND ALIGNED WITH ANY ADJACENT
<br /> :A 2%3"x1 8"
<br /> 1 T;PIC L
<br /> #4TREB R PER
<br /> 7EJDE AIL A
<br /> C)oz) 12 =17" 0 (.0 C)oz) REDWOOD`0'�
<br /> CURB OR PCC PAVEMENT, HAVE A 1.5 INCH STAKE AT 24" O.C.
<br /> 0� MINIMUM DEPTH AND THEY SHALL BE
<br /> 9�1 - F.L. AT
<br /> 0 0 0.50% INSTALLED AT THE TIME OF PCC PLACEMENT. MAX.
<br /> 6
<br /> of Of MINIMUM OR
<br /> 0 0 CM200 no PER PLAN
<br /> DRIVE-THRU LANE 4. ALL SURFACES SHALL BE STRAIGHT,
<br /> UNIFORM, FREE OF HUMPS, SAGS,
<br /> (n (n
<br /> V-4" 12" NOT TO SCALE IRREGULARITIES AND IMPERFECTIONS. UNIFORM DETAIL "E" @
<br /> �;z
<br /> AS REQUIRED SURFACES SHALL NOT VARY MORE THAN
<br /> REDWOOD HEADER
<br /> 0.01' WHEN MEASURED WITH A 10 FOOT
<br /> C14
<br /> VARIES (4'MINMUM) 18' TYPICAL OR PER PLAN STRAIGHT EDGE. NOT TO SCALE
<br /> NOTES SIDEWALK PROPOSED PARKING SPACES 5. REBAR SHOWN HEREON IS NOT A
<br /> REQUIREMENT OF THIS PERMIT, BUT IS AN
<br /> 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH ALL APPLICABLE SECTIONS OF THE OPTIONAL CONSTRUCTION REQUIREMENT BY
<br /> CURRENT EDITION OF THE LOCAL GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE #4 REBAR CONT. AT 18" O.C. IN-N-OUT BURGER. CONTRACTOR TO VERIFY
<br /> 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. #4 REBAR AT 18" O.C. AS SHOWN HEREON OR EVENLY INSTALLATION WITH IN-N-OUT PRIOR TO
<br /> PLACE IN CENTER OF SPACED FROM CENTERLINE OF SLAB PLACING BID OR BEGINNING CONSTRUCTION.
<br /> 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT FILLER AT 30' O.C. MAXIMUM, BCR's AND ECR'S. PCC SLAB
<br /> 6. INSTALL "TYPE A" JOINT SEALANT IN ALL
<br /> 3. WEAKEND PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH ANY ADJACENT SIDEWALK OR PCC JOINTS. SEALANT IS NOT A REQUIREMENT
<br /> PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH. WEAKENED PLANE JOINTS TO BE INSTALLED AT THE TIME OF PCC 1.9% MAX. 1 1.9% MAX. OF THIS PERMIT, BUT IS AN OPTIONAL
<br /> PLACEMENT. Typ. 0.5% MIN. CONSTRUCTION REQUIREMENT BY IN-N-OUT
<br /> BURGERS. CONTRACTOR TO VERIFY
<br /> 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, IRREGULARITIES AND IMPERFECTIONS.
<br /> INSTALLATION WITH IN-N-OUT PRIOR TO
<br /> UNIFORM SURFACES SHALL NOT VARY MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. PLACING BID OR BEGINNING CONSTRUCTION.
<br /> 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION 14"-#3 DOWEL) 7. ALL SURFACES SHALL RECEIVE A FINE
<br /> REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR TO AT 24" O.C. 7 BROOM FINISH.
<br /> PLACING BID OR BEGINNING CONSTRUCTION.
<br /> 8. UPON COMPLETION OF FINISHING OPERATIONS
<br /> 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN SIDEWALK AND PCC PARKING (Ee ALL SURFACES SHALL BE SPRAYED WITH A
<br /> OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION WITH "TYPE 1" CURING COMPOUND.
<br /> IN-N-OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION. NOT TO SCALE
<br /> 9. WHEN SIDEWALK ABUTS ANY BUILDING OR
<br /> 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH. TRASH ENCLOSURE ENTRANCE AND WHEN
<br /> PCC PAVEMNT ABUTS TRASH ENCLOSURE
<br /> 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE SPRAYED WITH A "TYPE 1" CURING ENTRANCE INSTALL 14"-#3 DOWEL AT 24"
<br /> COMPOUND. DETAIL "ID" (�)w O.C.
<br /> DETAIL "B" PCC PAVEMENT AND SIDEWALK
<br /> EXTENDED DEPTH LANE 6" CURB AND 18" GUTTER NOT TO SCALE
<br /> NOT TO SCALE
<br /> NOTES
<br /> S-O" 4"-#3 DOWEL AT 18" O.C. 1. CONCRETE AND RELATED MATERIALS SHALL COMPLY IN ALL RESPECTS WITH
<br /> 14"-#3 DOWEL AT 18" O.C. V-6" V-6" (PCC PAVEMENT ONLY) ALL APPLICABLE SECTIONS OF THE CURRENT EDITION OF THE LOCAL
<br /> GOVERNING PUBLIC AGENCY STANDARD DRAWINGS. ALL CONCRETE SHALL BE
<br /> (PCC PAVEMENT ONLY) 1/2" RADIUS 1/2" RADIUS 4,000 PSI, TYPE 11 CEMENT UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. __12' WIDE CONCRETE 1' PROPOSED IN-N-OUT BURGER BUILDING ADA ACCESSIBLE 5" THICK
<br /> 0.8% MIN. FS 1/2" OR F.L. AT 0.50% 1/4" 1.1% MIN. AC 2. CONTROL JOINTS TO BE A MINIMUM 3/4" POLYSTYRENE JOINT FILLER AT 30- DRIVE THRU LANE MIN. CONCRETE SIDEWALK
<br /> PER PLAN �'MINIMUM O.C. MAXIMUM, BCR's AND ECR'S.
<br /> 2" f 3. WEAKEND, PLANE JOINTS TO BE AT 10' MAX. INTERVALS AND ALIGNED WITH
<br /> 4 REBAR, CONt. 4 REBAR CONT. ....... ANY ADJACENT CURB OR PCC PAVEMENT, HAVE A 1.5 INCH MINIMUM DEPTH
<br /> AND MAY BE SAWCUT. 5" THICK CONCRETE
<br /> r-4 . . . q 4 VARIES FROM
<br /> 7" . : , 7 4. ALL SURFACES SHALL BE STRAIGHT, UNIFORM, FREE OF HUMPS, SAGS, 14.45TC TO 15.17TC
<br /> 12 7- : 7 12 CONC. STEM WALL
<br /> IRREGULARITIES AND IMPERFECTIONS. UNIFORM SURFACES SHALL NOT VARY 6" TALL CONCRETE CURB
<br /> o 0 0 MORE THAN 0.01' WHEN MEASURED WITH A 10 FOOT STRAIGHT EDGE. 1.6% 17- MIN.
<br /> %q 0 0 14.50FF TO 2% AX.
<br /> 000 00 0 C)CZ�l
<br /> 0 (0 C�00 5. REBAR SHOWN HEREON IS NOT A REQUIREMENT OF THIS PERMIT, BUT IS AN
<br /> 00' o0c) OPTIONAL CONSTRUCTION REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR C)oz,
<br /> 00
<br /> C;Qo(� TO VERIFY INSTALLATION WITH IN-N-OUT PRIOR TO PLACING BID OR BEGINNING
<br /> 50"§-� C88
<br /> CONSTRUCTION. 19L 0
<br /> 6. INSTALL "TYPE A" JOINT SEALANT IN ALL JOINTS. SEALANT IS NOT A
<br /> 12" 4" S-2" 4" 12" REQUIREMENT OF THIS PERMIT, BUT IS AN OPTIONAL CONSTRUCTION 13.42PAID"O"'
<br /> AS REQUIRED AS REQUIRED REQUIREMENT BY IN-N-OUT BURGERS. CONTRACTOR TO VERIFY INSTALLATION
<br /> WITH IN-N-OUT PRIOR TO PLACING BID OR BEGINNING CONSTRUCTION.
<br /> 7. ALL SURFACES SHALL RECEIVE A FINE BROOM FINISH.
<br /> DETAIL "(Y @ 8. UPON COMPLETION OF FINISHING OPERATIONS ALL SURFACES SHALL BE
<br /> 3FT. WIDE DRAINAGE SWALE SPRAYED WITH A "TYPE 1" CURING COMPOUND.
<br /> NOT TO SCALE
<br /> TYPICAL BUILDING SECTION
<br /> IN-N-OUT BURGER PROCEDURE FOR CONCRETE PLACEMENT SCALE: 1'=2'
<br /> 1. PRIOR TO PLACEMENT OF STEEL REINFORCEMENT, ANY ADDITIONAL MATERIALS ADDED FOR FINE GRADING MUST BE PLACED WITH THE PROPER MOISTURE CONTENT AND ROLLED/COMPACTED
<br /> TO THE SATISFACTION OF THE TESTING LAB.
<br /> 2. REDWOOD IS NOT ALLOWED IN THE CONCRETE. FIBER BCARD/FELT WITH A ZIP STRIP CAP SHALL BE USED AT ALL EXPANSION JOINTS. (THIS MEANS THAT THE CONCRETE MUST BE POURED
<br /> IN SECTIONS BETWEEN EXPANSION JOINTS AND SET WITH FORMS, THEN THE SECTIONS BETWEEN THE POURED AREAS SHALL BE POURED (CHECKER BOARD PATTERN).)
<br /> 3. ALL BROOMING (LIGHT FINISH) SHALL BE CONSISTENT IN APPEARANCE. ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START/STOP POINTS.
<br /> 4. ALL SAW CUTS CONTRACTION/CONTROL JOINTS SHALL BE CUT WITH A SOFF CUT (EARLY ENTRY) SAW AND SHALL BE Ya" CUTS (WIDTH) AND THEN BEVELED WITH A %" BEVEL.
<br /> 5. AFTER CUTTING THE CONTRACTION/CONTROL JOINTS, ALL SAWDUST MUST BE SWEPT/CLEANED UP IN A TIMELY MANNER.
<br /> 6. ALL HOLES FOR BOLLARDS MUST BE CORE DRILLED AND THE CONCRETE INFILL SHALL HAVE A SLIGHT DOME TO IT AND TOOLED AROUND THE EDGE.
<br /> 7. TOOLING AND KEEPING THE CONCRETE EVEN WITH THE TOP OF CLEAN-OUTS, GREASE TRAP LIDS, ETC., SHALL BE PAID PARTICULAR ATTENTION. REFER TO CONSTRUCTION NOTES SHOWN
<br /> ON SHEETS C5 AND C6 FOR NUMBERS
<br /> 8. IF CURING OR SEALING COMPOUND IS USED, IT SHALL BE CONSISTENT IN APPEARANCE. ALL EFFORTS SHOULD BE MADE TO NOT HAVE OBVIOUS START/STOP POINTS. IN CIRCLES SHOWN ON THIS SHEET.
<br /> REVISIONS GHA PROJECT NO. 180641 CIVIL ENGINEER: FESS/C IN-N-OUT BURGER
<br /> DEVELOPER. Underground Service Alert_� MSL L DETAIL SHEET
<br /> IN-N-OUT BURGER ,;�E�ORE 0 ENGINEERING, INC. 2
<br /> N Call: Toll Free �(- G) LATHROP MARKETPLACE
<br /> 13502 HAMBURGER LANE C,
<br /> A CIVIL ENGINEERS AND LAND SURVEYORS SPECIALIZING IN SITE DEVELOPMENT 3 -/, -z
<br /> M 1131
<br /> w M
<br /> BALDWIN PARK, CA. 91706 Arch itecture/Developm ent 402 WEST ARROW HWY., SUITE 4, SAN DIMAS, CA. 91773 No. 38382 SHOPPING CENTER PAD
<br /> 92'
<br /> CONTACT: KORI SEKI 14901 Quorum Drive (909) 305-2395 FAX (909) 305-2397 16514 GOLDEN VALLEY PARKWAY
<br /> TWO WORKING DAYS Suite 300 C/Vo_
<br /> (626) 813-8275 BEFORE YOU DIG Dallas Texas 75254
<br /> Ph: (972) 239-8884 NJ -9 OAI�6Z,�� 10-25-18 OF CA0� LATHROP, CA 95330
<br /> Fax- (972) 239-5054 MARK S R.C.E. 38382 DATE C2
<br /> JN 18023-18023 C2das
<br />
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