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Attachment 3 - Project Plans(E)TRANSFORMERTO BE RELOCATEDNEW PARKINGISLANDSNEW PARKINGSTALLSNEWCURBSTE11(N) P2D/T2,350 sfOUTDOORPATIO9T113'-2" ± EXISTING 2' HIGH CONCRETE WALL, TO REMAIN 150'-0" NEW 2' HIGH CONCRETE WALL 5'1030185REMOVED(E) PARKINGISLANDSREMOVED(E) TREE WELL(E)WALMART±100,745 sf(E) P11,360 sf25'(E)PYLON SIGN TO BEDEMOLISHNEW DRIVE-THRU LANE PROPOSED PYLON SIGN(E) TE(E) TRANSFORMERPUBLIC SIDEWALKPUBLIC SIDEWALK(E) PARKING710334'-0"14'-0"57'27'-3"12'-0"TYP.14'-0"19'-0"50'-0"108'14'-0"18'-0"9'8'-0"7'-2"19'-0"19'-0"12'-0"8'-0"11'-6"19'-0"14'-0"16'-0"16'-0"12'-0"10'-7"10'EASEMENTSETBACK12'-0"TYP.QUICK QUACK CAR WASHQQ108 ± 3,596 S.F.16'-0"20'-0"23'-4"5'14'10'-0"EASEMENTSETBACK5'10'-0"4'TYP.14'-0"14'-0"113'-2" ±EXISTING 2' HIGH CONCRETE WALL, TO REMAIN6'28'-0"11'-0"4'-6"18'-4"16'-5"16'-0"3'NEW RETAININGWALLNEW RETAININGWALL65'-1"5'6'-5"8'-8"5'8'20'-0"9'-0"26'-7"10'-0"8'-3"12'-2"24'-0"9'-0"EXISTINGMONUMENT SIGNNEWMONUMENT SIGNNEWTRANSFORMERLOCATIONDEMO (E) TRANSFORMERNEWV-GUTTERNEW6" CONCRETECURB(E)V-GUTTERNEWADA STALLSNEWCURBSTNOT A PARTE. ORANGETHORPE AVENUELEMON STREETDURST STREETNEW ADA /PEDESTRIANCONNECTIONNEW 4'SIDE WALKLOADINGONLYNOPARKING15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONODRIVE THRUDO NOTENTER26'-5"26'30'5'-3"10'-8"18'25'36'25'4'-3"8'-5"24'-3"18'Typ.8'-6"Typ.85'18'24'-1" 13'-4"12' 11'±3'±30'EXISTING ACCESS±30'EXISTING ACCESS±7' 12'20'±30'EXISTING ACCESS±28'EXISTING ACCESS±26'EXISTING ACCESS 913'-0"21'-3"(E)BUILDING C±14,016 SF(Includes Patios)NOPARKINGNEWTRANSFORMERT0 5' 20' 50' 75'10'100'50'N144 NORTH ORANGE ST., ORANGE, CA 92866(714) 639-9860SEC of ORANGETHORPE AVE. & LEMON ST.ANAHEIM, CA2023-10-05 2021-249PRELIMINARY SITE PLANLEGENDATTACHMENT NO. 3 QUICK QUACK CAR WASHQQ108 ± 3,596 S.F.NEW RETAININGWALLNEW RETAININGWALL20'-0"QUICK QUACK CAR WASHQQ108 ± 3,596 S.F.NEW RETAININGWALLNEW RETAININGWALLCircular block ref "*U"QUICK QUACK CAR WASHQQ108 ± 3,596 S.F.NEW RETAININGWALLNEW RETAININGWALLE. ORANGETHORPE AVENUE 28'-4"N N G000 COVERSHEET A100 SITE PLAN A108 TRASH/VACUUM ENCLOSURE PLANS A109 VACUUM ENCLOSURE PLAN A200 FLOOR PLAN A204 ROOF PLAN A300 EXTERIOR ELEVATIONS A301 EXTERIOR ELEVATIONS 1 COLORED EXTERIOR ELEAVTIONS 2 COLORED EXTERIOR ELEVATIONS ES1.1 ELECTICAL SITE LIGHTING PLAN ES1.2 LIGHTING FLOOR PLAN ES1.3 LIGHT FIXTURE CUT SHEETS PROJECT DIRECTORY CIVIL ENGINEER ARCHITECTURAL LANDSCAPE ARCHITECT PROJECT MANAGER ELECTRICAL ENGINEER STANTEC ARCHITECTURE, INC. 224 S. MICHIGAN AVENUE, SUITE 1400 CHICAGO, IL. 60604 PHONE: (312) 453-7094 CONTACT: ROBERT CHANDLER, PROGRAM MANAGER EMAIL: Robert.Chandler@stantec.com AMS ASSOCIATES, INC. 801 YGNACIA VALLEY ROAD, SUITE 220 WALNUT CREEK, CA. 94596 PHONE: (925) 943-2777 CONTACT: BOB BURDUE EMAIL: Robert@amsassociates.us OLIVE STREET LANDSCAPE ARCHITECTURE P.O. BOX 2083 PETALUMA, CA. 94952 PHONE: (707) 280-8990 CONTACT: ROD SCACCALOSI EMAIL: Rod@olivestreetlandscape.com SACRAMENTO ENGINEERING CONSULTANTS 10555 OLD PLACERVILLE ROAD SACRAMENTO, CA. 95827 PHONE: (916) 368-4468 CONTACT: CHRIS GILLAND EMAIL: Cgilland@saceng.com QUICK QUACK CAR WASH 1380 LEAD HILL BLVD., SUITE 260 ROSEVILLE, CA. 95661 CONTACT: DOUG LIVINGSTON, AIA ARCHITECTURAL DIRECTOR MOBILE: (425) 420-0642 EMAIL: Dlivingston@dontdrivedirty.com IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.2022-11-30PLANNING SUBMITTALA106A EAST VACUUM STALL CANOPY ELEVATIONS A106B WEST VACUUM STALL CANOPY ELEVATIONS A105 PAY CANOPY C-1.1 COVERSHEET (CIVIL) C-3.1 GRADING PLAN C-4.1 UTILITY PLAN C-2.1 SITE PLAN - HORIZONTAL CONTROLS L1 LANDSCAPING PLAN L1 LANDSCAPING PLAN - RENDERING ** PER 2022 CBC, SECTION 508.4 TABLE FOR B OCC to B OCC, NS, THERE IS NO SEPARATION REQUIRED BETWEEN BUILDING AND CANOPY. ORANGETHORPE AVENUE10 4 1 7 1 10 TE11(N) P22,350 sfT VICINITY MAP SITEQUICK QUACK CAR WASH CIVIL C-1.1 COVER SHEET C-2.1 SITE PLAN C-3.1 GRADING PLAN C-4.1 UTILITY PLAN 47-286 NOT TO SCALE CONCEPTRUAL GRADING PLAN 94 E ORANGETHORPE AVENUE ANAHEIM, CA 92801 FEMA FLOOD ZONE SITE ZONING ORANGETHORPE AVENUE10 4 1 7 1 10 TE112,350 sfT ORANGETHORPE AVENUETE11T ORANGETHORPE AVENUETE11(N) P2D/T2,350 sfT4 TREES QTY BOTANICAL / COMMON NAME CONT WUCOLS 10 Lagerstroemia indica 'Red' / Red Crape Myrtle 15 gal.Low 6 Lophostemon confertus / Brisbane Box 24" box Low 4 Phoenix dactylifera / Date Palm 8` BTH (skinned)Low Fruitless variety SHRUBS QTY BOTANICAL / COMMON NAME CONT WUCOLS 15 Agave americana / Century Plant 5 gal.Low 241 Callistemon viminalis 'Better John' / Weeping Bottlebrush 5 gal.Low 58 Dianella revoluta 'DTN03' / Baby Bliss™ Flax Lily 1 gal.Low 204 Dianella revoluta 'Little Rev' / Spreading Flax Lily 5 gal.Low 30 Lantana montevidensis / Purple Trailing Lantana 1 gal.Low 70 Lomandra longifolia 'Breeze' TM / Breeze Mat Rush 1 gal Low 23 Phormium tenax 'Dark Delight' / Dark Delight Flax 5 gal.Low 73 Rhaphiolepis indica 'Spring Rapture' / Spring Rapture Indian Hawthorn 5 gal.Low 77 Yucca x `Bright Star` / Variegated Spanish Dagger 5 gal.Low VINES/ESPALLIERS QTY BOTANICAL / COMMON NAME CONT WUCOLS 6 Podocarpus gracilior / Fern Pine Espalier 15 gal.Moderate GROUND COVERS QTY BOTANICAL / COMMON NAME CONT WUCOLS SPACING 56 Senecio mandraliscae / Blue Fingers 1 gal Low 30" o.c. PLANT SCHEDULE GENERAL NOTES 1. All landscape planting areas shall receive a minimum 3" layer of non-combustible organic wood chip mulch top dressing. 2. All new trees located within 5' of pavement or permanent structure shall have a root barrier. 3. Landscape Maintenance shall be the responsibility of the property owner. 4. Irrigation system shall meet or exceed City of Anaheim water use requirements. A Landscape irrigation water audit shall be prepared by an Irrigation Association Certified Irrigation Water Auditor. The audit report shall be submitted to the City Inspector prior to final installation approval. The irrigation audit shall be repeated once every five years as part of on going site landscape maintenance. BIKE RACK/STORAGE PROPERTY LINE (TYP.)QUICK QUACK CARWASH BUILDING ORANGETHORPE AVENUE PROPERTY LINE (TYP.)WALKWAYTRANSFORMER VACUUM STALLS CANOPY DRIVE-THRU DRIVE-THRU UTILITY AND TRASH ENCLOSURE. (TO BE SCREENED) DRIVEWAY EXISTING SIDEWALK PARKING AREA RETAINING WALL FLAG POLE WALKWAY UTILITY ENCLOSURE (TO BE SCREENED) WALKWAY APPROACH SITE LINE AREA(HIGHLIGHTED IN GRAY AND PER CITY STANDARD DETAIL 115-B). PLANTS SHALL HAVE A MATURE HEIGHT OF NO MORE THAN 24" NEW PALM STREET TREE (QTY. 4) PER CITY OF ANAHEIM MASTER TREE LIST DRIVE-THRU COMPLIANCE STATEMENT I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package 6-12-23 HYDROZONE/PLANTING DESCRIPTION PLANT FACTOR (PF) IRRIG. METHOD IRRIG. EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA (Sq. Ft.) ETAF x AREA ESTIMATED TOTAL WATER USE (ETWU) TOTALS (A)8,187 (B) 3,144 ETWU Total 93,955 GAL. Total ETAF x Area Total Area (B)3,144 (A) 8,187 Average ETAF (B / A) .38 Water Efficient Landscape Worksheet Note: 1.Average ETAF for Regular Landscape Areas must be below .55 for residential areas and .45 for non-residential areas. LOW WATER USE (SHRUBS) MODERATE WATER USE (TREES/VINES) REGULAR LANDSCAPE AREA .3 .5 .81 .81 DRIP DRIP 7,727 460 .37 .62 2,859 285 85,438 GAL. 8,517 GAL. ETAF Calculations Maximum Applied Water Allowance (MAWA). MAWA= (ETo) (Conversion factor) ((ETAF)(Landscape Area)) + ((1-ETAF) x SLA) (48.2) (.62) (.45 x 8,187) + (1-.45) X 0) =110,097 GALLONS Estimated Total Water use (ETWU). ETWU= (ETo)) (Conversion factor) ((ETAF) (Area)) (48.2) (.62)(3,144)= 93,955 GALLONS NORTH 0 SCALE: feet163248 1" = 16'LEASE LINESHARED DRIVEWAY IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.--P.O. Box 2083 Petaluma CA 94952 707-280-8990 OliveStreetLandscape.com rod@olivestreetlandscape.com PRELIMINARY LANDSCAPE PLAN TREES QTY BOTANICAL / COMMON NAME CONT WUCOLS 10 Lagerstroemia indica 'Red' / Red Crape Myrtle 15 gal.Low 6 Lophostemon confertus / Brisbane Box 24" box Low 4 Phoenix dactylifera / Date Palm 8` BTH (skinned)Low Fruitless variety SHRUBS QTY BOTANICAL / COMMON NAME CONT WUCOLS 15 Agave americana / Century Plant 5 gal.Low 241 Callistemon viminalis 'Better John' / Weeping Bottlebrush 5 gal.Low 58 Dianella revoluta 'DTN03' / Baby Bliss™ Flax Lily 1 gal.Low 204 Dianella revoluta 'Little Rev' / Spreading Flax Lily 5 gal.Low 30 Lantana montevidensis / Purple Trailing Lantana 1 gal.Low 70 Lomandra longifolia 'Breeze' TM / Breeze Mat Rush 1 gal Low 23 Phormium tenax 'Dark Delight' / Dark Delight Flax 5 gal.Low 73 Rhaphiolepis indica 'Spring Rapture' / Spring Rapture Indian Hawthorn 5 gal.Low 77 Yucca x `Bright Star` / Variegated Spanish Dagger 5 gal.Low VINES/ESPALLIERS QTY BOTANICAL / COMMON NAME CONT WUCOLS 6 Podocarpus gracilior / Fern Pine Espalier 15 gal.Moderate GROUND COVERS QTY BOTANICAL / COMMON NAME CONT WUCOLS SPACING 56 Senecio mandraliscae / Blue Fingers 1 gal Low 30" o.c. PLANT SCHEDULE NORTH 0 SCALE: feet163248 1" = 16' GENERAL NOTES 1. All landscape planting areas shall receive a minimum 3" layer of non-combustible organic wood chip mulch top dressing. 2. All new trees located within 5' of pavement or permanent structure shall have a root barrier. 3. Landscape Maintenance shall be the responsibility of the property owner. 4. Irrigation system shall meet or exceed City of Anaheim water use requirements. A Landscape irrigation water audit shall be prepared by an Irrigation Association Certified Irrigation Water Auditor. The audit report shall be submitted to the City Inspector prior to final installation approval. The irrigation audit shall be repeated once every five years as part of on going site landscape maintenance. BIKE RACK/STORAGE PROPERTY LINE (TYP.)QUICK QUACK CARWASH BUILDING ORANGETHORPE AVENUE PROPERTY LINE (TYP.)WALKWAYTRANSFORMER VACUUM STALLS CANOPY DRIVE-THRU DRIVE-THRU UTILITY AND TRASH ENCLOSURE. (TO BE SCREENED) DRIVEWAY EXISTING SIDEWALK PARKING AREA RETAINING WALL FLAG POLE WALKWAY UTILITY ENCLOSURE (TO BE SCREENED) WALKWAY APPROACH SITE LINE AREA(HIGHLIGHTED IN GRAY AND PER CITY STANDARD DETAIL 115-B). PLANTS SHALL HAVE A MATURE HEIGHT OF NO MORE THAN 24" NEW PALM STREET TREE (QTY. 4) PER CITY OF ANAHEIM MASTER TREE LIST DRIVE-THRU COMPLIANCE STATEMENT I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape Documentation Package 6-12-23 HYDROZONE/PLANTING DESCRIPTION PLANT FACTOR (PF) IRRIG. METHOD IRRIG. EFFICIENCY (IE) ETAF (PF/IE) LANDSCAPE AREA (Sq. Ft.) ETAF x AREA ESTIMATED TOTAL WATER USE (ETWU) TOTALS (A)8,187 (B) 3,144 ETWU Total 93,955 GAL. Total ETAF x Area Total Area (B)3,144 (A) 8,187 Average ETAF (B / A) .38 Water Efficient Landscape Worksheet Note: 1.Average ETAF for Regular Landscape Areas must be below .55 for residential areas and .45 for non-residential areas. LOW WATER USE (SHRUBS) MODERATE WATER USE (TREES/VINES) REGULAR LANDSCAPE AREA .3 .5 .81 .81 DRIP DRIP 7,727 460 .37 .62 2,859 285 85,438 GAL. 8,517 GAL. ETAF Calculations Maximum Applied Water Allowance (MAWA). MAWA= (ETo) (Conversion factor) ((ETAF)(Landscape Area)) + ((1-ETAF) x SLA) (48.2) (.62) (.45 x 8,187) + (1-.45) X 0) =110,097 GALLONS Estimated Total Water use (ETWU). ETWU= (ETo)) (Conversion factor) ((ETAF) (Area)) (48.2) (.62)(3,144)= 93,955 GALLONS LEASE LINESHARED DRIVEWAY IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.--P.O. Box 2083 Petaluma CA 94952 707-280-8990 OliveStreetLandscape.com rod@olivestreetlandscape.com PRELIMINARY LANDSCAPE PLAN 1 7 10 434'-0"14'-0" 57'27'-3"12'-0" TYP.14'-0"50'-0" 108' 14'-0" 8'7'-2"19'-0"19'-0"12'-0"8'-0"11'-6"19'-0"14'-0"16'-0" 16'-0" 12'-0" 10'-7" 10' EASEMENT SETBACK 12'-0" TYP. QUICK QUACK CAR WASH QQ108 ± 3,596 S.F.16'-0"20'-0" 23'-4" 5'14'10'-0" EASEMENT SETBACK 5'10'-0"4'TYP.14'-0"14'-0"113'-2" ± EXISTING 2' HIGH CONCRETE WALL, TO REMAIN 6'28'-0"150'-0" NEW 2' HIGH CONCRETE WALL 11'-0"4'-6" 18'-4" 16'-5" 16'-0" 3' NEW RETAINING WALL NEW RETAINING WALL 65'-1"5'6'-5"8'-8"5'8'20'-0"1 6'-7" 10'-0"7'-10"12'-2"24'-0"9' 1 5'-3" 28'-4" 19'-6" 5 5 6 4 4 7 7 7 7 8 13 10 11 28 7 TYP. 13 15 1 1717 17 17 19 20 21 TYP. 22 23 24 27 28 27 29 TYP. 29 TYP. 35 TYP. 35 TYP. 17 12 25 35 TYP. 35 18 17 16 17 17 17 17 17 16 6 17 28 17 17 37'-0" (E) ACCESS ROADWAY 9 TYP. 9 TYP. 9 TYP. 9 TYP. 9 TYP. 1 1 NEW FLUSH SURFACE AT TRANSITION (TYPICAL) NEW POLE MOUNTED INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ACCESSIBLE PATH OF TRAVEL. NEW 6" CONCRETE CURB (TYPICAL) NEW INTERNATIONAL SYMBOL AT PARKING STALL (TYP. 2 PLACES) NEW CONCRETE WALK, MEDIUM BROOM FINISH PERPENDICULAR TO PATH OF TRAVEL. SLOPE NOT TO EXCEED 5% IN DIRECTION OF TRAVEL. CROSS SLOPE NOT TO EXCEED 2%. SEE CIVIL PLANS NEW VAN ACCESSIBLE PARKING STALL - PAINT ACCESSIBLE LOADING ZONE WITH 4" WIDE STRIPING WITH TWO COATS OF HIGHWAY BLUE PAVEMENT MARKING PAINT. PAINT THE WORDS "NO PARKING" IN 12" HIGH LETTERS WITHIN THE LOADING ZONE. NEW ACCESSIBLE PARKING SIGN. (TYPICAL 2 PLACES) NEW CONCRETE DRIVE SLAB WITH #4 BARS AT MID SLAB 24" O.C. EACH WAY. HEAVY BROOM FINISH PERPENDICULAR TO TRAFFICE ADA PATH OF TRAVEL SHOWN DASHED. NEW LANDSCAPING - SEE LANDSCAPE DRAWINGS NEW BICYCLE RACK NEW TRASH/VACUUM ENCLOSURE. SEE DRAWING A108. NEW TRASH RECEPTACLES (TYPICAL 23 PLACES) NEW 4" CONCRETE FILLED PIPE BOLLARD (TYPICAL 4 PLACES) NEW TRUNCATED DOMES (TYPICAL 6 PLACES) 1 2 3 4 5 6 7 8 9 10 11 12 13 16 17 20 21 22 23 18 19 24 25 26 27 NEW UNDERGROUND GREASE INTERCEPTOR 14 NEW MONUMENT SIGN - REFERENCE ONLY (UNDER SEPARATE PERMIT) 15 ELECTRICAL TRANSFORMER. SITE TO BE DETERMINED WITH NEW PAY CANOPY. ELECTRICAL SWITCHGEAR CABINET. 28 NEW HIGHWAY PAINT WHITE PAVEMENT MARKINGS (TYPICAL)29 NEW HIGHWAY PAINT YELLOW 4" WIDE STRIPING. 30 31 NEW HIGHWAY PAINT WHITE 18" "DO NOT ENTER" (TYPICAL 3 PLACES) 32 33 34 NOT USED. 30 FOOT FLAG POLE. FOR REFERENCE ONLY UNDER SEPARATE PERMIT ELECTRIC COMPANY. NEW WEST VACUUM CANOPY. PER SOILS REPORT RECOMMENDATIONS - SEE CIVIL PLANS NEW VACUUM EQUIPMENT ENCLOSURE. SEE DRAWING A109. NEW EAST VACUUM CANOPY. PROVIDE 4" AT STACKING LANES FINAL LOCATION OF PATH OF TRAVEL LOCATION TO BE COORDINATED WITH SHOPPING CENTER DRAWINGS 24" ROLLED CONCRETE CURB.35 NOT USED.36 NEW TRENCH DRAIN - SEE CIVIL DRAWINGS37 NOT USED. NOT USED. NOT USED. NEW STORM WATER CATCH BASIN, SEE CIVIL DRAWINGS.. LEASE AGREEMENT LINE. NOT USED.N1 A100 PROPOSED QUICK QUACK SITE PLAN - FULLERTON-ANAHEIM 1/16" = 1'-0" NEW 9'-0" x 19'-0" STANDARD STALL NEW 12'-0" x 19'-0" ADA STALL (VAN) NEW 12'-0" x 19'-0" VACUUM STALLS NEW TOTAL PARKING STALLS NEW BIKE PARKING SPACES 2 STALLS 2 STALLS 16 STALLS 22 STALLS 2 SPACE NEW LONG TERM BIKE PARKING SPACES 1 SPACES CLIENT : QUICK QUACK CAR WASH JURISDICTION : ANAHEIM, CA APN :073-090-31 SITE AREA :.905± ACRES (39,421 SF) SITE NUMBER : 47-286 BUILDING : QQ108 STACKING LANES : (2) LANES STACKING WIDTH : 28'-0" MINIMUM VACUUM STALLS : (16) 12' x 19' VACUUM PRODUCER: (2) 40 HP ADA PARKING : (2) 12' x 19' (VAN STALLS) PARKING STALLS : (2) 9' x 19' EV PARKING STALLS (3) 9' x 19' BUILDING AREA : +/- 3,596 SF BUILDING SPRINKLERED :NO QB STATION ATTACHED : YES BUILDING LENGTH : 108'-0" SHOWROOM LENGTH:106'-8" CONVEYOR TRENCH LENGTH :106'-8" CONVEYOR LENGTH :105'-10" CONVEYOR TYPE :REAR WHEEL PUSH IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.2022-11-30PLANNING SUBMITTALEV STALLS (1 ADA & 3 STANDARD) 4 STALLS REVISED PLAN: AUGUST 28, 2023 STANTEC ARCHITECTURE, INC. 224 S. MICHIGAN AVE. SUITE 1400 CHICAGO, IL. 60604 PHONE: (312) 453-7094 CONTACT: ROBERT CHANDLER, PROGRAM MANAGER EMAIL: Robert.Chandler@stantec.com IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.2022-11-30PLANNING SUBMITTAL IssuedPermit-SealDrawing No.Title Client/Project SheetofRevisionRevision QUICK QUACK CARWASH #47-286 LEMON ST. & ORANGETHORPE AVENUE ANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. www.stantec.com TEL. 3133 West Frye Road, Suite 300 Chandler, AZ. 85226-5110 480.687.6100 Architecture Inc. 2022-11-30PLANNING SUBMITTAL NOPARKINGNOPARKINGIssuedPermit-SealDrawing No.Title Client/Project SheetofRevisionRevision QUICK QUACK CARWASH #47-286 LEMON ST. & ORANGETHORPE AVENUE ANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. www.stantec.com TEL. 3133 West Frye Road, Suite 300 Chandler, AZ. 85226-5110 480.687.6100 Architecture Inc. 2022-11-30PLANNING SUBMITTAL IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.2022-11-30PLANNING SUBMITTAL IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.2022-11-30PLANNING SUBMITTAL 13456778910111213161616171718211422222218222214232312203112345678910111213141516171819202122232426272829303132293233343419222220202716372425A50273028352635331230211363615151620222226263738383939404025NIssuedPermit-SealDrawing No.Title Client/Project SheetofRevisionRevision QUICK QUACK CARWASH #47-286 LEMON ST. & ORANGETHORPE AVENUE ANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. www.stantec.com TEL. 3133 West Frye Road, Suite 300 Chandler, AZ. 85226-5110 480.687.6100 Architecture Inc. 2022-11-30PLANNING SUBMITTAL 13338111314141212152220520683131920215232419192024223459182012445114161745196A20611A4056A2069A20612A20613A2065A2067A206510106102A2066124567891011121314151617181920213222324NIssuedPermit-SealDrawing No.Title Client/Project SheetofRevisionRevision QUICK QUACK CARWASH #47-286 LEMON ST. & ORANGETHORPE AVENUE ANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. www.stantec.com TEL. 3133 West Frye Road, Suite 300 Chandler, AZ. 85226-5110 480.687.6100 Architecture Inc. 2022-11-30PLANNING SUBMITTALN IssuedPermit-SealDrawing No.Title Client/Project SheetofRevisionRevision QUICK QUACK CARWASH #47-286 LEMON ST. & ORANGETHORPE AVENUE ANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scale the drawing - any errors or omissions shall be reported to Stantec without delay. The Copyrights to all designs and drawings are the property of Stantec. Reproduction or use for any purpose other than that authorized by Stantec is forbidden. www.stantec.com TEL. 3133 West Frye Road, Suite 300 Chandler, AZ. 85226-5110 480.687.6100 Architecture Inc. 2022-11-30PLANNING SUBMITTAL IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionQUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 The Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.2022-11-30PLANNING SUBMITTAL Standard - Design VisualizationBoral Smooth Honed Face CMU#225 “Light Gray” Precision Face CMU SillDark Gray Basalite - Split Face CMU#790 “Dark Gray” Sherwin Williams #7025“Backdrop” Sherwin Williams #6902“Decisive Yellow” Sherwin Williams“Quick Quack Green” Sherwin Williams #7658“Gray Clouds” Sherwin Williams #7004“Snowbound” Color Legend: West Elevation North Elevation Quick Quack Carwash Site# 47-286 Fullerton at Orangethorpe & lemon Anaheim, CA Version 2-3-2023 Standard - Design VisualizationBoral Smooth Honed Face CMU#225 “Light Gray” Precision Face CMU SillDark Gray Basalite - Split Face CMU#790 “Dark Gray” Sherwin Williams #7025“Backdrop” Sherwin Williams #6902“Decisive Yellow” Sherwin Williams“Quick Quack Green” Sherwin Williams #7658“Gray Clouds” Sherwin Williams #7004“Snowbound” Color Legend: East Elevation South Elevation Quick Quack Carwash Site# 47-286 Fullerton at Orangethorpe & lemon Anaheim, CA Version 2-3-2023 IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionThe Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.QUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 8 11 3 ORANGETHORPE AVENUELEMON STREETQUICK QUACK CAR WASH QQ108 ± 3,596 S.F. LIGHTING FIXTURE SCHEDULE IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionThe Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.QUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 IssuedPermit-Seal Drawing No.TitleClient/ProjectSheet of Revision RevisionThe Contractor shall verify and be responsible for all dimensions. DO NOT scalethe drawing - any errors or omissions shall be reported to Stantec without delay.The Copyrights to all designs and drawings are the property of Stantec. Reproductionor use for any purpose other than that authorized by Stantec is forbidden.www.stantec.comTEL. 3133 West Frye Road, Suite 300Chandler, AZ. 85226-5110480.687.6100Architecture Inc.QUICK QUACK CARWASH #47-286LEMON ST. & ORANGETHORPE AVENUEANAHEIM, CA2007130193 NOT A PARTE. ORANGETHORPE AVENUELEMON STREETDURST STREETMISSILE WAY7103Circular block ref "*U"271032NOPARKINGLOADINGONLYNOPARKINGE. ORANGETHORPE AVENUENOPARKINGLOADINGONLYNOPARKING1143021613303161730616153041671230016173012023292636252818272124303.1181530416303.130530530535261430216519191921106533222443418>>>>>>>>>>>>>>>>>>>>>>>>>>>8931111130113223236>>>>>323737>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>272>>>>>>>>>>>>>>>>>>>>>>>>>>>>3333113839SITE PLAN KEY NOTES1SITE PLAN LEGEND ONO LIMITS OF CONSTRUCTION / LEASE LINE1ENLARGEDSITE PLANSCALE: 3/32"=1'-0"N234567891011121314151617-KEY MAPSCALE: NTSNREFER TO CIVIL & LANDSCAPE PLANS FOR SITE WORKSDURST ST.1819202122ONO HAWAIIAN BBQE. ORANGETHORPE AVE&LEMON ST.ANAHEIM, CA 928012,350 SQ. FT.TYPE V-BFULLY SPRINKLERED2324252627282930313233DRIVE-THRU ELEMENTSSITE PLAN GENERAL NOTESA-000ENLARGED SITE PLAN34E. ORANGETHORPE AVE. & LEMON ST.ANAHEIM, CA·LEMON ST.E ORANGETHORPE AVE.35PATIO375 SQ.FT.SITE PROPERTY LINEPARKING REQUIREMENT36ACCESSIBLE PATH OF TRAVEL>>>SIGN SIGHT DISTANCE37RRARCH PROJECT #: PROJECT NAME/ADDRESS:STAMPARCHITECT23-038ARCHITECTUREGWA1000 Corporate Center DriveSuite 550Monterey Park, CA 91754tel: (626) 288-6898Member of The American Institute of ArchitectsE. ORANGETHORPE AVE &LEMON STANAHEIM, CA 92801ANAHEIM, CASTORE#:ONO-0##JOB NUMBERDRAWN BYSHEET CONTENTSHEET NO.JBCHECKED BYJPREVISION / ISSUE DATENO SCOPE IN THIS AREA3839 FSKABCG.M.FDFDFSFSFSFSFSFSFDFDDININGAREA100HALLWAY101BEVERAGEAREA102SERVICEAREA103DRIVE-THRUAREA104KITCHENAREA105PREP / WASH /STORAGE AREA106WALK-INCOOLER107WALK-INFREEZER108ALL-GENDERRESTROOM"A"109ALL-GENDERRESTROOM"B"110D11342212323222224222220202020195678991011111414141617182324W1W1W4W2W5W3W6W7D2D3D4D43215PATIODINING AREA111252624G-10724G-10724G-107121A-3002A-3002A-2002A-2011A-2001A-20127271313282819131329201FLOOR PLANSCALE: 1/4"=1'-0"N1234FLOOR PLAN KEY NOTES567GENERAL NOTESACCESSIBLE SEATING89101112131415161718192021222324A-100FLOOR PLAN25262728RRARCH PROJECT #: PROJECT NAME/ADDRESS:STAMPARCHITECT23-038ARCHITECTUREGWA1000 Corporate Center DriveSuite 550Monterey Park, CA 91754tel: (626) 288-6898Member of The American Institute of ArchitectsE. ORANGETHORPE AVE &LEMON STANAHEIM, CA 92801ANAHEIM, CASTORE#:ONO-0##JOB NUMBERDRAWN BYSHEET CONTENTSHEET NO.JBCHECKED BYJPREVISION / ISSUE DATE29 KEF1KEF2MUA1H01H02EF1RTU1MPE1RTU2MPE2255133467788991219101111S L O P E 1/ 4 " = 1 ' - 0 "SLOPE1/4"=1'-0"1113131A-3002A-300ROOF PLAN KEY NOTES13567GENERAL NOTES2ROOF PLAN LEGEND WALL / STRUCTURE BELOW1ROOF PLANSCALE: 1/4"=1'-0"NDESIGNATED AREA FOR FUTURE SOLAR EQUIPMENT.15% OF TOTAL ROOF AREA1049118A-110ROOF PLANRRARCH PROJECT #: PROJECT NAME/ADDRESS:STAMPARCHITECT23-038ARCHITECTUREGWA1000 Corporate Center DriveSuite 550Monterey Park, CA 91754tel: (626) 288-6898Member of The American Institute of ArchitectsE. ORANGETHORPE AVE &LEMON STANAHEIM, CA 92801ANAHEIM, CASTORE#:ONO-0##JOB NUMBERDRAWN BYSHEET CONTENTSHEET NO.JBCHECKED BYJPREVISION / ISSUE DATE1213 G.M. ELEVATION PLAN KEY NOTES GENERAL NOTES -KEY PLAN SCALE: NTS N 1 3 5 7 8 2 4 6 1ELEVATION - EAST SCALE @ 1/4"=1'-0" 2ELEVATION - NORTH SCALE @ 1/4=1'-0" A-200 EXTERIOR ELEVATION 9 10 11 12 13 14 16 17 18 19 20 1 A-601 1 A-602 21 22 1 - 2 - 23 24 RR ARCH PROJECT #: PROJECT NAME/ADDRESS: STAMP ARCHITECT 23-038 ARCHITECTURE GWA 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 tel: (626) 288-6898 Member of The American Institute of Architects E. ORANGETHORPE AVE & LEMON ST ANAHEIM, CA 92801 ANAHEIM, CA STORE#: ONO-0## JOB NUMBER DRAWN BY SHEET CONTENT SHEET NO. JB CHECKED BY JP REVISION / ISSUE DATE T T T T T FIN. FLOOR LINE +0'-0" A.F.F. T.O. STOREFRONT +10'-0" A.F.F. B.O. PATIO STRUCTURE +12'-0" A.F.F. T.O. CLERESTORY +16'-0" A.F.F. T.O. PARAPET +27'-0" A.F.F. FIN. FLOOR LINE +0'-0" A.F.F. B.O. PATIO STRUCTURE +12'-0" A.F.F. T.O. PARAPET +27'-0" A.F.F. 1 1 3 EP-15 EP-1 18 WD-2 16 MT-1 SIGNAGE SIGNAGE SIGNAGE T 134 EP-6 2 19 EP-6 TTT KB T T T T T T FIN. FLOOR LINE +0'-0" A.F.F. B.O. PATIO STRUCTURE +12'-0" A.F.F. T.O. CLERESTORY +16'-0" A.F.F. T.O. PARAPET +27'-0" A.F.F. FIN. FLOOR LINE +0'-0" A.F.F. T.O. AWNING +12'-8" A.F.F. T.O. PARAPET WALL +23'-0" A.F.F. T.O. PARAPET +27'-0" A.F.F. B.O. CLERESTORY +13'-6" A.F.F. T.O. STOREFRONT +10'-0" A.F.F. 2 19 EP-6 2 19 EP-6 10 EP-1 18 WD-2 16 MT-1 1 134 EP-6 1 3 EP-1 967 EP-4 SIGNAGE SIGNAGE T.O. STOREFRONT +10'-0" A.F.F. KB T.O. PARAPET +27'-0" A.F.F. T.O. PARAPET WALL +23'-0" A.F.F. FIN. FLOOR LINE +0'-0" A.F.F. 16 MT-1 4 EP-6 T.O. HEADER +9'-6" A.F.F. B.O. PATIO STRUCTURE +12'-0" A.F.F. T.O. CLERESTORY +15'-6" A.F.F. 3 EP-1 16 MT-1 8 EP-6 2 19 EP-6 12 EP-1 16 MT-1 10 5 EP-1 5 EP-1 1722 +0'-0" A.F.F. FIN. FLOOR LINE T.O. PARAPET +27'-0" A.F.F. B.O. SOFFIT +14'-0" A.F.F. 7 EP-3 18 WD-2 118 WD-2 16 MT-1 12 EP-1 FIN. FLOOR LINE +0'-0" A.F.F. T.O. PARAPET +27'-0" A.F.F. FIN. FLOOR LINE +0'-0" A.F.F. T.O. PARAPET WALL +23'-0" A.F.F. T.O. PARAPET +27'-0" A.F.F. T.O. SOFFIT +14'-0" A.F.F. B.O. HEADER +7'-0" A.F.F. 118 WD-2 16 MT-1 9 EP-1 20 EP-1 7 EP-3 7 EP-4 12 EP-1 10 16 MT-1 21 EP-4 22 11 11 6 23 B.O. AWNING +10'-0" A.F.F. G.M. 1ELEVATION - WEST SCALE @ 1/4"=1'-0" 2ELEVATION - SOUTH SCALE @ 1/4=1'-0" A-201 EXTERIOR ELEVATION ELEVATION PLAN KEY NOTES GENERAL NOTES 1 3 5 7 8 9 2 4 6 10 11 12 13 14 16 17 18 19 20 1 A-601 1 A-602 21 22 -KEY PLAN SCALE: NTS N 1 - 2 - 23 24 RR ARCH PROJECT #: PROJECT NAME/ADDRESS: STAMP ARCHITECT 23-038 ARCHITECTURE GWA 1000 Corporate Center Drive Suite 550 Monterey Park, CA 91754 tel: (626) 288-6898 Member of The American Institute of Architects E. ORANGETHORPE AVE & LEMON ST ANAHEIM, CA 92801 ANAHEIM, CA STORE#: ONO-0## JOB NUMBER DRAWN BY SHEET CONTENT SHEET NO. JB CHECKED BY JP REVISION / ISSUE DATESIGNAGE SIGNAGE SIGNAGE SIGNAGE JT.O PARAPET+23'-0" A.F.F.T.O ROOF DECK+17'-9" A.F.F.B.O PATIO TRELLIS+12'-0" A.F.F.T.O PARAPET+27'-0" A.F.F.FIN FLOOR+0'-0" A.F.F.B.O. CANOPY+10'-0" A.F.F.FSKABCG.M.FDFDFSFSFSFSFSFSFDFDJJT.O ROOF DECK+17'-4" A.F.F.B.O CANOPY+12'-0" A.F.F.T.O PARAPET+27'-0" A.F.F.FIN FLOOR+0'-0" A.F.F.CEILING@WALK IN FREEZER+9'-0" A.F.F.-KEY PLANSCALE: NTSN1SECTIONSCALE @ 1/4"=1'-0"2SECTIONSCALE @ 1/4"=1'-0"211A-300BUILDING SECTIONSRRARCH PROJECT #: PROJECT NAME/ADDRESS:STAMPARCHITECT23-038ARCHITECTUREGWA1000 Corporate Center DriveSuite 550Monterey Park, CA 91754tel: (626) 288-6898Member of The American Institute of ArchitectsE. ORANGETHORPE AVE &LEMON STANAHEIM, CA 92801ANAHEIM, CASTORE#:ONO-0##JOB NUMBERDRAWN BYSHEET CONTENTSHEET NO.JBCHECKED BYJPREVISION / ISSUE DATE NORTHTREESQTYBOTANICAL / COMMON NAMECONTWUCOLS1 Jacaranda mimosifolia / Jacaranda15 gal.Moderate19 Lagerstroemia indica 'Red' / Red Crape Myrtle15 gal.Low12 Lophostemon confertus / Brisbane Box24" boxLow6 Phoenix dactylifera / Date Palm8` BTH (skinned) LowFruitless variety6 Phoenix roebelenii / Pygmy Date Palm Multi-Trunk24" boxModerateSHRUBSQTYBOTANICAL / COMMON NAMECONTWUCOLS21 Agave americana / Century Plant5 gal.Low5 Agave attenuata `Boutin Blue` / Boutin Blue Agave5 gal.Low420 Callistemon viminalis 'Better John' / Weeping Bottlebrush5 gal.Low181 Dianella revoluta 'DTN03' / Baby Bliss™ Flax Lily1 gal.Low336 Dianella revoluta 'Little Rev' / Spreading Flax Lily5 gal.Low30 Lantana montevidensis / Purple Trailing Lantana1 gal.Low23 Lantana montevidensis / Trailing Lantana1 galLow92 Lomandra longifolia 'Breeze' TM / Breeze Mat Rush1 galLow31 Phormium tenax 'Dark Delight' / Dark Delight Flax5 gal.Low73 Rhaphiolepis indica 'Spring Rapture' / Spring Rapture Indian Hawthorn 5 gal.Low34 Strelitzia juncea / Narrow-leafed Bird of Paradise5 gal.Low126 Yucca x `Bright Star` / Variegated Spanish Dagger5 gal.LowVINES/ESPALLIERSQTYBOTANICAL / COMMON NAMECONTWUCOLS2 Hardenbergia violacea / Lilac Vine5 gal.LowTrain vine to trellis on building9 Podocarpus gracilior / Fern Pine Espalier15 gal.ModerateGROUND COVERSQTYBOTANICAL / COMMON NAMECONTWUCOLSSPACING106 Senecio mandraliscae / Blue Fingers1 galLow 30" o.c.2023-08-30 11:35PLANT SCHEDULECircular block ref "*U"46 8 9 12NOPARKINGLOADINGONLYNOPARKING15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONODRIVE THRUDO NOTENTER0SCALE: feet2040601" = 20'GENERAL NOTES1.All landscape planting areas shall receive a minimum 3" layer of non-combustible organic wood chip mulch topdressing.2.All new trees located within 5' of pavement or permanent structure shall have a root barrier.3.Landscape Maintenance shall be the responsibility of the property owner.4.Irrigation system shall meet or exceed City of Anaheim water use requirements. A Landscape irrigation water audit shallbe prepared by an Irrigation Association Certified Irrigation Water Auditor. The audit report shall be submitted to the CityInspector prior to final installation approval. The irrigation audit shall be repeated once every five years as part of ongoing site landscape maintenance.SHARED DRIVEWAYEXISTING BRISBANE BOXSTREET TREE TO REMAINTRASH ENCLOSURE(TO BE SCREENED WITH SHRUBSAND VINES)ONO BARBEQUEPARKINGPARKING AREAPARKING AREASHARED DRIVEWAYPARKING LOT SHADETREE (TYPICAL)APPROACH SITE LINE AREA(HIGHLIGHTEDIN GRAY AND PER CITY STANDARDDETAIL 115-B). PLANTS SHALL HAVE AMATURE HEIGHT OF NO MORE THAN 24"EXISTING TREE TO BEREMOVEDTRAIN NEW VINETO TRELLIS ONBUILDINGOUTDOOR PATIOPARKINGPARKINGPARKINGPEDESTRIANACCESSNEW PALM STREET TREE (TYP.) PERCITY OF ANAHEIM MASTER TREE LISTEXISTING BRISBANE BOXSTREET TREE TO REMAINPARKING LOT LIGHT (TYP.)EXISTING TREE LEGENDEXISTING TREE TO REMAINEXISTING TREE TO BE REMOVEDSHAREDDRIVEWAY819 SF271 SF231 SF2020 SF922 SFEAST ORANGETHORPE AVE.PARKING LOTEXISTING LANDSCAPETO REMAINEXISTING LANDSCAPETO REMAINSIDEWALKLEASE LINE (TYPICAL)BIKERACK/STORAGEPROPERTY LINE (TYP.)QUICKQUACKCARWASHBUILDINGPROPERTY LINE (TYP.)WALKWAYTRANSFORMERVACUUMSTALLSCANOPYDRIVE-THRUDRIVE-THRU1340 SFUTILITY ANDTRASHENCLOSURE. (TOBE SCREENED)EXISTING SIDEWALKPARKING AREARETAINING WALLFLAG POLEWALKWAY7,620UTILITY ENCLOSURE(TO BE SCREENED)WALKWAYAPPROACH SITE LINE AREA(HIGHLIGHTEDIN GRAY AND PER CITY STANDARDDETAIL 115-B). PLANTS SHALL HAVE AMATURE HEIGHT OF NO MORE THAN 24"NEW PALM STREET TREE (TYP.) PERCITY OF ANAHEIM MASTER TREE LISTDRIVE-THRULEASE LINE4,219 SF1,080 SF1,352 SF481 SF255 SFSEC of ORANGETHORPE AVE. & LEMON ST.ANAHEIM, CA2023-08-29PRELIMINARY LANDSCAPE PLAN TASTEOFDNAD E E R LT A RFO NILICA PEARCASCER SIG ECIHTTP.O. Box 2083Petaluma CA 94952707-280-8990OliveStreetLandscape.comrod@olivestreetlandscape.comL-100 1 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT R E A L I T Y B E G I N S W I T H V I S I O N 1160 Rail road St . Corona, CA 92882 Te l. 800.862.3202 w w w .a d -s .c o m COLOR DISCLAIMER Due to the limitations of desktop scanners and the relative inconsistencies of various display monitors and printers, the colors you see on your screen or on paper may not be a totally accurate reproduction of the actual product. We strive to make our colors as accurate as possible, but screen and printed images are intended as a guide only and should not be regarded as absolutely correct. Site conditions and onsite lighting can also affect how the product appears (i.e. LED, different Florescent bulbs, Natural Light, Backlit, Halolit, Facelit). We recommend that you request a color sample as CMYK (Cyan, Magenta, Yellow and Black) are the colors used in the printing process, whereas RGB (Red, Green and Blue) are the colors used by screen displays such as your monitor. For this reason and due to variations introduced by light and various equipment, the colors on your screen or a print may not exactly match the finished product. If you would like to see a sample of any color, please request an actual sample from your Salesperson or Project Manager. WITHOUT A SIGNED COLOR SAMPLE, AD/S COMPANIES, ITS VENDORS AND AFFILIATES ARE NOT RESPONSIBLE FOR DIFFERENCES, REAL OR PERCEIVED, BETWEEN THE WAY YOUR PRODUCT APPEARS ON SCREEN OR PAPER AND THE FINAL PRODUCT. Client Name (Please Print) _________________________ Date ____/____/____ Client Name (Signature) ____________________________________________ PLEASE INITIAL ALL PAGES AD/S Drawing #32289 Rev. #06 Rev. Date: 08-28-23 Pages: 16 (Including Cover Sheet) Approved Revise & Resubmit Approved as Noted Rejected 88 Orangethorpe Shopping Center Prepared for: From: Barbara Cohen cell: 714-906-2029 email: bcohen@ad-s.com Conceptual Package Production Package Permit Package Project Address: 88 Orangethorpe Ave. Anaheim, CA 92801 PIN Number: Lot area: Tract: Lot: Parcel: Assessor Parcel: 162A221 199 37,835.5 SF TR 237 64 126A207 313 5686021056 Legal Description: From: Brittney Lawton cell: 714.469.8898 email: blawton@ad-s.com Scope of Work: PAGE SIGN SIGN D/F ILLUM'D SIGN SIGN NO ID TYP E (Y or N)(Y or N)DIMENSIONS QTY FR1.00 FR1 PYLON Y Y 13'-2" x 25'-0"1 192 sq ft FR2.00 FR2 PYLON Y Y 14'-2" x 25'-0"1 208 sq ft FR3.00 FR3 MONUMENT Y Y 9'-0" x 15'-0"1 78.7 sq ft ILLUM'D AREA From: Barbara Cohen cell: 714-906-2029 email: bcohen@ad-s.com fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t 2 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t Site Plan SP1.00 SITE PLAN SCALE: 1" = 100' - 0"1 N NOT A PART E. ORANGETHORPE AVENUE LEMON STREETDURST STREET MISSILE WAY151’-10”227’-0”163’-6”639’-1”337’-4”138’-3”378’-10” 1 SP1.10 FR1 FR3 2 SP1.20 2 SP1.20 FR2 GREEN LINE REPRESENTS PROPOSED RIGHT OF WAY REVISED SHEET2023.08.28 6 ADDED PROPOSED RIGHT OFWAY CALL OUT 6 3 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t Site Plan - FR1 SP1.10 SIGN LOCATION PLAN – SIGN FR1 SCALE: 3/32" = 1' - 0"1 ORANGETHORPE AVE NEW SIGN CABINET & FOOTING 7’-0” x 50’-0” Visibility Triangle Property Line Lease Line 7’-0” x 50’-0” Visibility Triangle 7’-0”31”20’-10”36”44’-7”23’-6”22”13’-2”7’-0”50’-0”50’-0” 4 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t LEMON STLEMON STEXISTING SIGN CABINET & FOOTING (approx.) NEW SIGN CABINET & FOOTING NEW SIGN CABINET & FOOTING SIGN LOCATION PLAN – SIGN FR2 SIGN LOCATION PLAN – SIGN FR3 SCALE: 3/32" = 1' - 0"SCALE: 3/32" = 1' - 0"2 3 Site Plan - FR2/FR3 SP1.20 7’-0” 61”14’-2”14’-4”33”36”6’-2”50’-0”Property Line 7’-0” x 50’-0” Visibility Triangle 7’-0” 108”96”52”69”48”22”50’-0”Property Line 7’-0” x 50’-0” Visibility Triangle GREEN LINE REPRESENTS PROPOSED RIGHT OF WAY6 REVISED SHEET2023.08.28 6 ADDED PROPOSED RIGHT OFWAY CALL OUT GREEN LINE REPRESENTS PROPOSED RIGHT OF WAY6 5 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t FR1 – Freestanding Pylon FR1.00 T E NAN T T E NAN T T E NAN T36”9”35-½”28” 96” 8”60”36”36”73”11’-8”24” 36” 36”6” 4”4”4”4”24”24” 6” 12’-0”14” 13’-2”15’-11”15’-11”25’-0”9’-1”9’-1”25’-0”SIGNTYPE FR1 – FREESTANDING PYLON SIDE ELEVATION - PATIO SIDE SIDE ELEVATION - DRIVE THRU SIDE ELEVATION - NIGHT VIEWQTY: [01] SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"SCALE: 1/8" = 1' - 0"1 2 3 4 Acrylic slide-in tenant panels Internally illuminated w/ 1st surface applied opaque vinyl graphics with reverse cut copy & graphics. Only copy & graphics to be illuminated Sign panel background surface to be opaque vinyl and to NOT emit light. Only sign letters and logos to be translucent material (acrylic/vinyl) that emit light. DRIVE THRU SIDE Aluminum cladding w/ painted texcoat finish Non-illuminated FCO aluminum logo & address number Wood paneling Wood paneling 192.0 192.0 Aluminum retainers and dividers Illuminated sign area = Aluminum cladding w/ painted texcoat finish TENANT TENANT TENANT 6 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t SIGNTYPE FR1 – FABRICATION DETAILS, ELEVATION SIGNTYPE FR1 – FABRICATION DETAILS, SIDE ELEVATION SCALE: 3/16" = 1' - 0"SCALE: 3/16" = 1' - 0"1 2 Saddle Angles – 5’-0” O.C. spacing along 12” STD pipe 2” x 2” x ” aluminum angle welded to sign cabinet frame3/ 16 2” x 2” x ” steel angle welded to 12” STD steel pipe3/ 16 Mechanically fastened with 1/2”Ø HDG bolt saddle angles Concrete footing 4’-0”Ø x 9’-7” deep per engineering calculations see sheet FR1.20 120V power supplied by G.C. tenant panel frame w/ dividers 25’-0”33’-7”9’-7”4’-0”1’-0”15’-11”15’-11”9’-1”9’-1”4’-0”12” 24” 36” 6”6” 12” 8’-0” 14”12’-0” 13’-2” 4’-0” saddle angles steel pipe sign cabinet frame FR1 – Freestanding Pylon FR1.10 12” STD steel pipe (12.8” O.D., ” wall thickness)3/ 8 Disconnect Switch LED Power Supplies located inside sign cabinet Sign Cabinet Frame 2” x 2” x ” aluminum angle3/ 16 w/ .090” aluminum skin, all exposed sides -Thissignisintendedtobeinstalledinaccordancewiththerequirements ofArticle600oftheNationalElectricalCodeand/orotherapplicable localcodes.Thisincludespropergroundingandbondingofthesign.-ThelocationoftheDisconnectSwitchafterinstallationshallcomplywithArticle600.6(A)(1)oftheNationalElectricalCode. E-Note #1: All requirements not in sign company’s scope of work must be in place prior to installation. E-Note #2: Electrical to be brought to base of sign (by others) and not in sign company's scope of work. E-Note #3: Timers and/or photocells for signs to be furnished and installed by the customer's electrician, who should also ensure that the completed electrical system is code compliant. ®ALL COMPONENTS TO BE APPROVED ®ALL SIGNS TO BE LISTED ____ Dedicated ____ Amp Circuit at _____ Volts201201 PRIMARY ELECTRICAL TO SIGN LOCATIONS TO BE PROVIDED BY OTHERS. A DEDICATED CIRCUIT WITH NO SHARED NEUTRALS AND A GROUND RETURNING TO THE PANEL IS REQUIRED FOR INSTALLATION. ALL TRANSFORMERS/DRIVERS/POWER SUPPLIES SHALL BE (GFI) GROUND FAULT-INTERRUPTED. ALL SIGNS HAVE: - DEDICATED BRANCH CIRCUIT - THREE WIRES : LINE, NEUTRAL, & GROUND - WIRE SIZE : MINIMUM OF 12 GA. THHN COPPER WIRE ALSO NOTE: GAUGE OF WIRE IS DETERMINED BY THE LENGTH OF RUN & AMPERAGE AS PER NEC ARTICLE 300. - GROUND WIRE MUST BE CONTINUOUS AND GO FROM THE SIGN TO THE PANELBOARD GROUND BUS. - VOLTAGE SHOULD READ NO MORE THAN 3 VOLTS BETWEEN GROUND AND NEUTRAL. - CONDUIT CAN NOT BE USED AS GROUND PATH. - POWER TO SIGN MUST BE DONE BY A LICENSED ELECTRICIAN OR ELECTRICAL CONTRACTOR. REQUIREMENTS FOR ELECTRICAL ILLUMINATION: NOTE: THIS PERTAINS TO THE SIGN'S INTERNAL WIRING ONLY, NOT THE PRIMARY WIRING. Tenant Panel Frame SignComp Extrusion – (2) 12” Single Face Body w/ 2” Flat Retainer Tenant Panels ” white #2447 Acrylic w/ 1st surface translucent vinyl1/ 8 Tenant panels to be internally illuminated with GE Tetra Snap DS 7100K LED modules Tenant Panel Dividers SignComp Extrusion – 2” wide divider 7 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t FR1 – Freestanding Pylon FR1.20 Page 1 of 4 8-1-2022-20000000000000000000000000000000022222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222222228-1 PROJ ECT:88 Orangethorpe Shopping Center DAT E: PRO J. N O.:36240 ENG IN EER: CLIENT:Architectural Design & Sign V5.5 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASC E 7-16 F=qz*G*Cf*Af with qz = 0.00256KzKztKdV2 (29.3.2 & 29.4) Cf=1.693 (Fig. 29.3-1)1.00 0 max. height=25.00 1.0 Kzt=1.0 (26.8.2) (=1.0 unless unusual landscape)s=15.92 Kz=from table 28.3-1 Exposure=c 2 Kd=0.85 for signs (table 26.6-1)Lz= V=95 mph G=0.85 (26.9)weight=2.822 kips s/h=0.637 MDL=6.69 k-ft B/s=0.83 Pole structure height at W ind Loads component section c.g.Kz qz Af shear Moment MW 1 4.5 0.850 16.7 72.7 1746 7930 2 12.0416667 0.850 16.7 77.9 1872 22540 3 17.5 0.876 17.2 65.8 1630 28529 4 22.5 0.921 18.1 65.8 1714 38556 sums:282.2 6962 97.56 (Mw)k-ft arm=14.0 Pu=3.39 kip M=97.79 k-ft M=sqrt(MDL 2+Mw 2) Mu=sqrt(1.2MDL 2+1.0MW 2) =97.89 k-ft Pole Design section;pipe Mu < fMn with Mn = fyZ fy=35 ksi f F =0.9 H Mu(k-ft)t (in)Z US E at grade 97.9 0.375 53.7 12 Std.Pipe,Mn=141kͲ ft Footing Design footprint:round w=1.3 IBC 1605.3.2 IBC Table 1806.2, sections 1806.3.4, 1807.3.2 S=(1.3x2x) P=5.43 kip S1 = S x d / 3 A = 2.34 x P / (S1 x b)S=267 S1=855 d =0.5xA (1+ (1+4.36x h/A) ^.5)CBC 1807.3.2.1 A=3.72 footing:4' - 0" dia.9' - 7" deep Z req'd. (in)Size(in) 37.29 12 24.03 8/1/22 RM pressure qz*G*Cf 24.03 24.76 26.03 11545 W. Bernardo Court, San Diego, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 Page 2 of 4 8 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t FR1 – Freestanding Pylon FR1.21 PROJ ECT:88 Orangethorpe Shopping Center D AT E: PRO J. N O.:36240 ENGI NEE R:RM CLIEN T:Architectural Design & Sign V5.5 units; pounds, feet unless noted otherwise Check 1/2"Thru Bolts for Saddle connection Pnet =(See page 2) =26.03 psf Tributary Area =Atrib = (5'-0")(13'-2") =65.83 ft2 W L =W L = Pnet*Atrib =1.71 kips DL =DL = 1.2*10psf*Atrib =0.79 kips arm =0.2*(13'-2") =2.63 ft Torsion =W L*arm=4.51 kip-ft pipe diameter ==1.07 ft V due to Torsion =Vtor=Torsion/pipe diameter/2=2.12 kip # bolts =2.00 bolts V per bolt =(Sqrt((Vtor+W L)^2+D L^2))/#bolts =1.95 kips diameter =0.500 in bolt area =0.20 in2 Fnv =27.00 ksi F Vn=F*Fnv*Abolt=3.98 kips O K 8/1/2022 11545 W. Bernardo Court, San Diego, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 Page 4 of 4 PRO J E CT:88 Orangethorpe Shopping Center D AT E: P ROJ. NO.:36240 E NGINEE R:R M C LIENT :Architectural Design & Sign V5.5 units; pounds, feet unless noted otherwise Check Buckling for Round H S S Section Pole Design-AISC section;pipe<=12"weight=2.8 kips Fy=35 ksi f =0.9 E=29,000 ksi H Mu(k-ft)t (in)Z S at grade 97.89 0.349 54 41 spec wt=0.289 kcf r=4.40 signage wt;2.822 k A=13.65 pipe weight 0.592 k D/t=36.7 h (L) =25 P=3.414 k KL/r=136.2 Pr=4.10 k K=2 Fcr=13.97 for KL/r<sqrt(E/fy)AISC Chap. E3 Fe=16.0 ksi (E3-4)Fcr=13.99 for KL/r>sqrt(E/fy) 4.71sqrt(E/fy)=137.9 use Fcr=13.97 for D/t < 0.07 E/Fy section is compact 0.07 E/Fy=58 for D/t < 0.31 E/Fy section is non-compact 0.31 E/Fy=257 Section is compact Pn=FcrAg=190.7 k Pc=fPn=171.6 k Mn=(0.021E/(D/t) + Fy)S=179.9 k (non-compact)(F8-2) Mn=FyZ=157.8 k-ft (compact) Mn=FcrS=48.2 k-ft (slender - slender sections NOT USED) use Mn=157.8 k-ft Pu/fPn =0.02387 Mc=fMn=142.1 k-ft Mu/fMn =0.68904 Pr/Pc=0.0239 A ISC Chap. H1 Pr/2Pc=0.0119 Pr/Pc + 8/9 * Mr/Mc =0.636 For Pr/Pc<0.2; Pr/2Pc + Mr/Mc =0.701 use 0.70 Round Pipe Torsion Capacit y Pipe D=12.8 in t=0.349 in E=29 x10e6 psi L=40 ft J=530 C=83 in3 C=2J/d J=pie/32(d^4-(d-2t)^4) Tn=FcrC f=0.9 AISC H3 Fcr=1.23E / ( sqrt(L/D)(D/t)^1.25 )Fcr =64.5 ksi max;Fcr =78.3 ksi Fcr=0.6E / ( (D/t)^1.5 )Fcr =78.3 ksi Fcr < 0.6Fy 0.6Fy =21 ksi Fcr =21.0 ksi Tu=14.4 k-ft fTn=1564 k-in 130 k-ft ( T u/fTn )2=0.012 Pu/fPn +Mu/fMn +( Tu/fTn )2=0.73 ok 8/1/22 Size(in) 37.29 12.8 11545 W. Bernardo Court, San Diego, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 Page 3 of 4 9 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t TEN A NT TEN A NT TEN A NT36”28” 96” 8”60”36”36”73”12’-8”24” 36” 36”6” 4”4”4”4”24”24” 6” 13’-0”14” 14’-2”15’-11”15’-11”25’-0”9’-1”9’-1”25’-0”SIGNTYPE FR2 – FREESTANDING PYLON SIDE ELEVATION - PARKING SIDE SIDE ELEVATION - STREET SIDEQTY: [01] SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"1 2 3 Aluminum cladding w/ painted texcoat finish Non-illuminated FCO aluminum logo & address number Wood paneling Wood paneling FR2 – Freestanding Pylon FR2.00 STREET SIDE Aluminum retainers and dividers 208.0Illuminated sign area = 9”35-½”ELEVATION - NIGHT VIEW SCALE: 1/8" = 1' - 0"4 Sign panel background surface to be opaque vinyl and to NOT emit light. Only sign letters and logos to be translucent material (acrylic/vinyl) that emit light. TENANT TENANT TENANT Acrylic slide-in tenant panels Internally illuminated w/ 1st surface applied opaque vinyl graphics with reverse cut copy & graphics. Only copy & graphics to be illuminated Aluminum cladding w/ painted texcoat finish 10 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t SIGNTYPE FR2 – FABRICATION DETAILS, ELEVATION SIGNTYPE FR2 – FABRICATION DETAILS, SIDE ELEVATION SCALE: 3/16" = 1' - 0"SCALE: 3/16" = 1' - 0"1 2 FR2 – Freestanding Pylon FR2.10 Saddle Angles – 5’-0” O.C. spacing along 12” STD pipe 2” x 2” x ” aluminum angle welded to sign cabinet frame3/ 16 2” x 2” x ” steel angle welded to 12” STD steel pipe3/ 16 Mechanically fastened with 1/2”Ø HDG bolt saddle angles Concrete footing 4’-0”Ø x 9’-7” deep per engineering calculations see sheet FR1.20 120V power supplied by G.C. tenant panel frame w/ dividers 25’-0”33’-7”9’-7”4’-0”1’-0”15’-11”15’-11”9’-1”9’-1”4’-0”12” 24” 36” 6”6” 12” 8’-0” 14”13’-0” 14’-2” 4’-0” saddle angles steel pipe sign cabinet frame 12” STD steel pipe (12.8” O.D., ” wall thickness)3/ 8 Disconnect Switch LED Power Supplies located inside sign cabinet Sign Cabinet Frame 2” x 2” x ” aluminum angle3/ 16 w/ .090” aluminum skin, all exposed sides -Thissignisintendedtobeinstalledinaccordancewiththerequirements ofArticle600oftheNationalElectricalCodeand/orotherapplicable localcodes.Thisincludespropergroundingandbondingofthesign.-ThelocationoftheDisconnectSwitchafterinstallationshallcomplywithArticle600.6(A)(1)oftheNationalElectricalCode. E-Note #1: All requirements not in sign company’s scope of work must be in place prior to installation. E-Note #2: Electrical to be brought to base of sign (by others) and not in sign company's scope of work. E-Note #3: Timers and/or photocells for signs to be furnished and installed by the customer's electrician, who should also ensure that the completed electrical system is code compliant. ®ALL COMPONENTS TO BE APPROVED ®ALL SIGNS TO BE LISTED ____ Dedicated ____ Amp Circuit at _____ Volts201201 PRIMARY ELECTRICAL TO SIGN LOCATIONS TO BE PROVIDED BY OTHERS. A DEDICATED CIRCUIT WITH NO SHARED NEUTRALS AND A GROUND RETURNING TO THE PANEL IS REQUIRED FOR INSTALLATION. ALL TRANSFORMERS/DRIVERS/POWER SUPPLIES SHALL BE (GFI) GROUND FAULT-INTERRUPTED. ALL SIGNS HAVE: - DEDICATED BRANCH CIRCUIT - THREE WIRES : LINE, NEUTRAL, & GROUND - WIRE SIZE : MINIMUM OF 12 GA. THHN COPPER WIRE ALSO NOTE: GAUGE OF WIRE IS DETERMINED BY THE LENGTH OF RUN & AMPERAGE AS PER NEC ARTICLE 300. - GROUND WIRE MUST BE CONTINUOUS AND GO FROM THE SIGN TO THE PANELBOARD GROUND BUS. - VOLTAGE SHOULD READ NO MORE THAN 3 VOLTS BETWEEN GROUND AND NEUTRAL. - CONDUIT CAN NOT BE USED AS GROUND PATH. - POWER TO SIGN MUST BE DONE BY A LICENSED ELECTRICIAN OR ELECTRICAL CONTRACTOR. REQUIREMENTS FOR ELECTRICAL ILLUMINATION: NOTE: THIS PERTAINS TO THE SIGN'S INTERNAL WIRING ONLY, NOT THE PRIMARY WIRING. Tenant Panel Frame SignComp Extrusion – (2) 12” Single Face Body w/ 2” Flat Retainer Tenant Panels ” white #2447 Acrylic w/ 1st surface translucent vinyl1/ 8 Tenant panels to be internally illuminated with GE Tetra Snap DS 7100K LED modules Tenant Panel Dividers SignComp Extrusion – 2” wide divider 11 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t 23” 84” 6”55” TENANT TENANT TENANT TENANT TENANT TENANT TENANT TENANT13”6”23-¾”13”13”13”13”13”13”13”1117-/ 2”1117-/ 2”15’-0”162-/ 2”162-/ 2”15’-0”93” 96”12” 108” SIGNTYPE FR3 – FREESTANDING MONUMENT QTY: [01] SCALE: 1/4" = 1' - 0"1 REF S.O. #38441 FR3 – Freestanding Monument FR3.00 12” 22” 22”5”5” 4”4”4”4”24”24” SIDE ELEVATION - PARKING SIDE SIDE ELEVATION - STREET SIDE ELEVATION - NIGHT VIEW SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"2 3 3 Non-illuminated FCO aluminum logo & address number Wood paneling TBD Aluminum cladding w/ painted texcoat finish Wood paneling STREET SIDE 78.7 Aluminum retainers and dividers Aluminum cladding w/ painted texcoat finish Illuminated sign area = Acrylic slide-in tenant panels Internally illuminated w/ 1st surface applied opaque vinyl graphics with reverse cut copy & graphics. Only copy & graphics to be illuminated TENANT TENANT TENANT TENANT TENANT TENANT TENANT TENANT Sign panel background surface to be opaque vinyl and to NOT emit light. Only sign letters and logos to be translucent material (acrylic/vinyl) that emit light. 12 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t FR3 – Freestanding Monument FR3.10 SIGNTYPE FR3 – FABRICATION DETAILS, ELEVATION SIGNTYPE FR3 – FABRICATION DETAILS, SIDE ELEVATION SCALE: 1/4" = 1' - 0"SCALE: 1/4" = 1' - 0"1 215’-0”21’-10”7’-4”19’-9-/ 2”19’-9-/ 2”15’-2-/ 2”15’-2-/ 2”3’-6” 7’-0” 12”8’-0” 9’-0” 3’-6” Tenant Panels, illuminated ” white #2447 Acrylic1/ 8 6” 12” 22” 5”5” 6” saddle angles steel pipe Saddle Angles – 5’-0” O.C. spacing along 12” STD pipe 2” x 2” x ” aluminum angle welded to sign cabinet frame3/ 16 2” x 2” x ” steel angle welded to 12” STD steel pipe3/ 16 Mechanically fastened with 1/2”Ø HDG bolt Concrete footing 2’-6”Ø x 7’-4” deep per engineering calculations see sheet FR1.20 Tenant Panel Frame SignComp Extrusion – (2) 12” Single Face Body w/ 2” Flat Retainer Tenant Panel Dividers SignComp Extrusion – 2” wide divider 8” STD steel pipe (8.63” O.D., ” wall thickness).322 Sign Cabinet Frame 2” x 2” x ” aluminum angle3/ 16 w/ .090” aluminum skin, all exposed sides tenant panel frame w/ dividers sign cabinet frame 6”-Thissignisintendedtobeinstalledinaccordancewiththerequirements ofArticle600oftheNationalElectricalCodeand/orotherapplicable localcodes.Thisincludespropergroundingandbondingofthesign.-ThelocationoftheDisconnectSwitchafterinstallationshallcomplywithArticle600.6(A)(1)oftheNationalElectricalCode. E-Note #1: All requirements not in sign company’s scope of work must be in place prior to installation. E-Note #2: Electrical to be brought to base of sign (by others) and not in sign company's scope of work. E-Note #3: Timers and/or photocells for signs to be furnished and installed by the customer's electrician, who should also ensure that the completed electrical system is code compliant. ®ALL COMPONENTS TO BE APPROVED ®ALL SIGNS TO BE LISTED ____ Dedicated ____ Amp Circuit at _____ Volts201201 PRIMARY ELECTRICAL TO SIGN LOCATIONS TO BE PROVIDED BY OTHERS. A DEDICATED CIRCUIT WITH NO SHARED NEUTRALS AND A GROUND RETURNING TO THE PANEL IS REQUIRED FOR INSTALLATION. ALL TRANSFORMERS/DRIVERS/POWER SUPPLIES SHALL BE (GFI) GROUND FAULT-INTERRUPTED. ALL SIGNS HAVE: - DEDICATED BRANCH CIRCUIT - THREE WIRES : LINE, NEUTRAL, & GROUND - WIRE SIZE : MINIMUM OF 12 GA. THHN COPPER WIRE ALSO NOTE: GAUGE OF WIRE IS DETERMINED BY THE LENGTH OF RUN & AMPERAGE AS PER NEC ARTICLE 300. - GROUND WIRE MUST BE CONTINUOUS AND GO FROM THE SIGN TO THE PANELBOARD GROUND BUS. - VOLTAGE SHOULD READ NO MORE THAN 3 VOLTS BETWEEN GROUND AND NEUTRAL. - CONDUIT CAN NOT BE USED AS GROUND PATH. - POWER TO SIGN MUST BE DONE BY A LICENSED ELECTRICIAN OR ELECTRICAL CONTRACTOR. REQUIREMENTS FOR ELECTRICAL ILLUMINATION: NOTE: THIS PERTAINS TO THE SIGN'S INTERNAL WIRING ONLY, NOT THE PRIMARY WIRING. Disconnect Switch LED Power Supplies located inside sign cabinet Tenant panels to be internally illuminated with GE Tetra Snap DS 7100K LED modules 120V power supplied by G.C. 13 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t FR3 – Freestanding Monument FR3.20 Page 1 of 4 8/4/2022 P ROJ EC T:99 ORANG ET HORPE SHO PPING CENT ER DAT E: PRO J. NO.:36240B ENGINEE R: CLIEN T :ARC HIT E CHTURA L DES I GN &SIGN V5.5 units; pounds, feet unless noted otherwise Applied Wind Loads; from ASCE 7-16 F=qz*G*Cf*Af with qz = 0.00256KzKztKdV2 (29.3.2 & 29.4) Cf=1.680 (Fig. 29.3-1)1.00 0 max. height=15.00 1.0 Kzt=1.0 (26.8.2) (=1.0 unless unusual landscape)s=9.79 Kz=from table 28.3-1 Exposure=c 2 Kd=0.85 for signs (table 26.6-1)Lz= V=95 mph G=0.85 (26.9)weight=1.246 kips s/h=0.653 MDL=0.00 k-ft B/s=0.92 Pole structure height at Wind Loads component section c.g.Kz qz Af shear Moment MW 1 2.6 0.850 16.7 36.5 869 2263 2 10.10415 0.850 16.7 88.1 2100 21223 3 15.00015 0.850 16.7 0.0 0 1 sums:124.6 2969 23.49 (Mw)k-ft arm=7.9 Pu=1.50 kip M=23.49 k-ft M=sqrt(MDL 2+Mw 2) Mu=sqrt(1.2MDL 2+1.0MW 2) =23.49 k-ft Pole Design section;pipe Mu < fMn with Mn = fyZ fy=46 ksi f =0.9 H Mu(k-ft)t (in)Z US E at grade 23.5 0.258 6.8 8S TD .P I P E,FMn=54.6k-ft Footing Design footprint:round Z=1.3 IBC 1605.3.2 IBC Table 1806.2, sections 1806.3.4, 1807.3.2 S=(1.3x2x) P=2.32 kip S1 = S x d / 3 A = 2.34 x P / (S1 x b)S=267 S1=648 d =0.5xA (1+ (1+4.36x h/A) ^.5)IBC 1807.3.2.1 A=3.34 footing:2' - 6" dia.7' - 4" deep Z req'd. (in)Size(in) 6.81 5 23.83 8/2/22 PRC pressure qz*G*Cf 23.83 23.83 11545 W. Bernardo Court, San Diego, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 Page 2 of 4 14 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t FR3 – Freestanding Monument FR3.21 PR O J ECT:99 O R ANGET H O RPE SHO PP I NG CE NT ER DAT E: PROJ. NO.:36240B ENG INE ER:P RC C LI ENT:A RCH IT ECH T URAL DESIG N &SI GN V5.5 units; pounds, feet unless noted otherwise Check Buckling for Round H S S Section Pole Design-AIS C section;pipe<=12"weight=1.2 kips Fy=36 ksi f =0.9 E=29,000 ksi H Mu(k-ft)t (in)Z S at grade 23.49 0.3 21 16 spec wt=0.289 kcf r=2.95 signage wt;1.246 k A=7.85 pipe weight 0.204 k D/t=28.8 h (L) =15.0003 P=1.450 k K L/r=122.2 Pr=1.74 k K=2 Fcr=16.85 for K L/r<sqrt(E/fy)AIS C Chap. E3 Fe=19.8 ksi (E3-4)Fcr=17.40 for K L/r>sqrt(E/fy) 4.71sqrt(E/fy)=136.0 use Fcr=16.85 for D/t < 0.07 E/Fy section is compact 0.07 E/Fy=56 for D/t < 0.31 E/Fy section is non-compact 0.31 E/Fy=250 Section is compact Pn=FcrAg=132.3 k Pc=fPn=119.0 k Mn=(0.021E/(D/t) + Fy)S=76.2 k (non-compact)(F8-2) Mn=FyZ=62.5 k-ft (compact) Mn=FcrS=22.2 k-ft (slender - slender sections NOT USE D) use Mn=62.5 k-ft Pu/fPn =0.01462 Mc=fMn=56.2 k-ft Mu/fMn =0.41769 Pr/Pc=0.0146 AISC Chap. H1 Pr/2Pc=0.0073 Pr/Pc + 8/9 * Mr/Mc =0.386 For Pr/Pc<0.2; Pr/2Pc + Mr/Mc =0.425 use 0.43 Round Pipe Torsion Capacit y Pipe D=8.63 in t=0.3 in E=29 x10e6 psi L=40 ft J=136 C=32 in3 C=2J/d J=pie/32(d^4-(d-2t)^4) Tn=FcrC f=0.9 AISC H3 Fcr=1.23E / ( sqrt(L/D)(D/t)^1.25 )Fcr =71.8 ksi max;Fcr =112.8 ksi Fcr=0.6E / ( (D/t)^1.5 )Fcr =112.8 ksi Fcr < 0.6Fy 0.6Fy =21.6 ksi Fcr =21.6 ksi Tu=17.7 k-ft fTn=614 k-in 51 k-ft ( T u/fTn )2=0.119 Pu/fPn +Mu/fMn +( Tu/fTn )2=0.55 ok 8/2/22 Size(in) 8.70 8.63 11545 W. Bernardo Court, San Diego, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 Page 3 of 4 P ROJ EC T:99 ORANG ET HORPE SHO PPING CENT ER D AT E: PRO J. NO.:36240B E NGINE ER: CLIEN T :ARC HIT E CHTURA L DES I GN &SIGN V5.5 units; pounds, feet unless noted otherwise Check 1/2"Thru Bolts for Saddle connection Pnet =(See page 2) =23.86 psf Tributary Area =Atrib = (5'-0")(9'-0") =45.00 ft2 W L =W L = Pnet*Atrib =1.07 kips DL =DL = 1.2*10psf*Atrib =0.54 kips arm =0.2*(9'") =1.80 ft Torsion =WL*arm=1.93 kip-ft pipe diameter ==0.72 ft V due to Torsion =Vtor=Torsion/pipe diameter/2=1.34 kip # bolts =1.00 bolts V per bolt =(Sqrt((Vtor+W L)^2+DL^2))/#bolts =2.48 kips diameter =0.500 in bolt area =0.20 in2 Fnv =27.00 ksi F Vn=F*Fnv*Abolt=3.98 kips O K 8/2/22 PRC 11545 W. Bernardo Court, San Diego, CA 92127 projectmanager@sullawayeng.com Phone: 858-312-5150 Fax: 858-777-3534 Page 4 of 4 15 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t Title 24 Documents T24.10 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENE RGY COMMIS SION CERTIFICATE OF CO MPLIANC E NRCC-LTS-E Project Name: 88 Orangethorpe Report Page: (Page 2 of 4) Project Address: Date Prepared: 2023-02-08T12:45:18-05:00 Registration Number:Generated Date/Time:Documentation Software:Energy Code Ace CA Building Energy Efficiency Standards -2022 Nonresidential Compliance Report Version:2022.0.000 Schema Version:rev 20220101 Compliance ID:88031-0223-0002 Report Generated:2023-02-08 09:45:21 C.COMPL IANCE R ESU LTS Results in this table are automatically calculated from data input and calculations in Tables B through H.Note:If any cell on this table says "COMPLIES with Exceptional Conditions"refer to Table D.Exceptional Conditions for guidance or see applicable Table referenced below. 01 02 03 ≥ 04 OR 05 OR 06 07 Name or Item Tag (See Table B) Complete Sign Description (See Table B) Total Allowed (Watts) (See Table F) Total Designed (Watts) (See Table F) Compliant Light Sources (See Table G) ENERGY VER I FIED Label (See Table H) Compliance Results FR1 Double-Faced Pylon ≥OR OR ENERGY VER I FIED Sign Installed COMPL I ES Controls Compliance (See Table F/G/H for Details)COMPL I ES FR2 Double-Faced Pylon ≥OR OR ENERGY VER I FIED Sign Installed COMPL I ES Controls Compliance (See Table F/G/H for Details)COMPL I ES FR3 Double-Faced Monument ≥OR OR ENERGY VER I FIED Sign Installed COMPL I ES Controls Compliance (See Table F/G/H for Details)COMPL I ES D.EXCEPTI ONAL CONDITI ONS This table is auto-filled with uneditable comments because of selections made or data entered in tables throughout the form. E.ADDI TIONAL REM AR K S This table includes remarks made by the permit applicant to the Authority Having Jurisdiction. F.MAXIMUM ALLOWED LIG H TI N G POWER A ND CONT RO LS This section does not apply to this project. 88 Orangethorpe Ave. Registration Number:Generated Date/Time:Documentation Software:Energy Code Ace CA Building Energy Efficiency Standards -2022 Nonresidential Compliance Report Version:2022.0.000 Schema Version:rev 20220101 Compliance ID:88031-0223-0002 Report Generated:2023-02-08 09:45:21 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENE RGY COMMIS SION CERTIFICATE OF CO MPLIANC E NRCC-LTS-E This document is used to demonstrate compliance with requirements in 110.9,110.12,130.0/160.5,130.3/160.5(d),140.8/170.2(e)and 141.0(b)2M/180.2(b)4Bvi for sign lighting scopes using the prescriptive path.Exit signs and traffic signs are not required to comply with prescriptive requirements per exceptions to 140.8/170.2(e)and do not need to complete this compliance document. Project Name: 88 Orangethorpe 88 Orangethorpe Ave. Report Page: (Page 1 of 4) Project Address: Date Prepared: 2023-02-08T12:45:18-05:00 A.G E N E RA L INFORMATI ON 01 Project Location (city)Anaheim 02 Climate Zone 8 03 Occupancy Types within Project Healthcare Facility Multifamily/M F Mixed-use >=4 stories (includes dormitory,senior living) B.PROJ EC T SCO PE This table includes illuminated signs that are within the scope of the permit application and are demonstrating compliance using the prescriptive path outlined in 140.8/170.2(e)or 141.0(b)2M/180.2(b)4Bvi for alterations.Exit signs and traffic signs are not required to comply with prescriptive requirements per exceptions to 140.8/170.2(e)and do not need to complete this compliance document. 01 02 03 04 05 Name or Item Tag Complete Sign Description Sign Status1 Sign Type Compliance Method2 FR1 Double-Faced Pylon New Outdoor E NE RGY V ERIFIED Label FR2 Double-Faced Pylon New Outdoor E NE RGY V ERIFIED Label FR3 Double-Faced Monument New Outdoor E NE RGY V ERIFIED Label 1FOOTNOTE:Sign alterations that increase the connected lighting load,replace and rewire more that 50%of the ballasts,or relocate the sign to a different location must comply with 140.8/170.2(e).See 141.0(b)2M/180.2(b)4Bvi for more details. 2The ENERGY V ERIFIED Label compliance method is only applicable if the sign has a permanent,factory-installed,ENERGY VERI F IE D label certified by UL or comparable,confirming the sign complies with 140.8/170.2(e).Note that using an ENERGY VERI F IE D label is an optional compliance path,not a mandatory requirement.See the tooltips for this table for more details. 16 1160 Railroad St. Corona, CA 92882 T 800.862.3202 F 951.278.0681 www.ad-s.com D i s p l a y s + F i x t u r e s S i g n a g e + F a b r i c a t i o n L i g h t i n g + M a i n t e n a n c e C l i e n t :P r o j e ct : This is an original unpublished drawing created by AD/S Inc. It is submitted for your personal use in conjunction with a project being planned for you by AD/S Inc. It is not to be shown to anyone outside your organization, nor is it to be used, reproduced, copied or exhibited in any fashion without written permission from AD/S Inc. Project No: Date: Sign Type: Sheet No: Rossmore Enterprises of 16 88 Orangethorpe Shopping Center 415 East Hyman Ave. Aspen, CO 81611 88 Orangethorpe Ave. Anaheim, CA 92801 32289-R06 (PS) 07-27-22 BL/RC/RT fi l e p a t h : \\A D S 1 1 \D e s i g n \\A D S D r a w i n g s \8 8 E O r a n g e t h o r pe\j o b 3 8 4 4 1 (dwg 3 2 2 8 9 )\5 - p e r m i t Title 24 Documents T24.20 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENE RGY COMMIS SION C ERTIFICATE OF COMP L IANCE NRCC-LTS-E Project Name: 88 Orangethorpe Report Page: (Page 4 of 4) Project Address: Date Prepared: 2023-02-08T12:45:18-05:00 Registration Number:Generated Date/Time:Documentation Software:Energy Code Ace CA Building Energy Efficiency Standards -2022 Nonresidential Compliance Report Version:2022.0.000 Schema Version:rev 20220101 Compliance ID:88031-0223-0002 Report Generated:2023-02-08 09:45:21 DOCUM E N TATI ON AU THO R'S DEC LA RATI ON STATEME N T I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Barbara Cohen Documentation Author Signature: Company:Signature Date: Address:CEA/HERS Certification Identification (if applicable): City/State/Zip:Phone: RESPO N SI BLE PERSO N'S D EC L AR ATIO N STATEM E N T I certify the following under penalty of perjury,under the laws of the State of California: 1.The information provided on this Certificate of Compliance is true and correct. 2.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design or system design identified on this Certificate of Compliance (responsible designer) 3.The energy features and performance specifications,materials,components,and manufactured devices for the building design or system design identified on this Certificate of Compliance conform to the requirements of Title 24,Part 1 and Part 6 of the California Code of Regulations. 4.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents,worksheets,calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 5.I will ensure that a completed signed copy of this Certificate of Compliance shall be made available with the building permit(s)issued for the building,and made available to the enforcement agency for all applicable inspections.I understand that a completed signed copy of this Certificate of Compliance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: 88 Orangethorpe Ave. Architectural Design & Sign, Inc. Architectural Design & Sign, Inc.2023-02-08 Milton Solomon 2023-02-08 1160 Railroad Street 1160 Railroad Street 714309 n/a Corona, CA 92882 Corona, CA 92882 951-278-0680 ext 122 951-278-0680 STATE OF CALIFORNIA Sign Lighting CALIFORNIA ENE RGY COMMIS SION CERTIFICATE OF CO MPLIANC E NRCC-LTS-E Project Name: 88 Orangethorpe Report Page: (Page 3 of 4) Project Address: Date Prepared: 2023-02-08T12:45:18-05:00 Registration Number:Generated Date/Time:Documentation Software:Energy Code Ace CA Building Energy Efficiency Standards -2022 Nonresidential Compliance Report Version:2022.0.000 Schema Version:rev 20220101 Compliance ID:88031-0223-0002 Report Generated:2023-02-08 09:45:21 G.LI GHT S OUR CES AND CO N TROLS This section does not apply to this project. H.ENERGY VER IFIED L AB E L E D SI GNS AND CONTROLS This table demonstrates compliance with mandatory controls requirements from 130.3 /160.5(d)for illuminated signs using the EN ERGY VER IFIED label compliance method per 140.8(b)/170.2(e)as indicated on Table B of this compliance document.This table may only be completed for signs that have a permanent,pre-printed,factory installed,ENERGY VE RIF I ED label confirming that the sign complies with the Section 140.8 /170.2(e)of the California 2016 Title 24,Part 6 Standards. 01 02 03 04 Name or Item Tag Complete Sign Description Mandatory Controls Field Inspector Shut-Off Dimming Demand Response1 Pass Fail FR1 Double-Faced Pylon Automatic Time Switch + Photocontrol (outdoor)Power reduced 65%+ FR2 Double-Faced Pylon Automatic Time Switch + Photocontrol (outdoor)Power reduced 65%+ FR3 Double-Faced Monument Automatic Time Switch + Photocontrol (outdoor)Power reduced 65%+ 1FOOTNOTE:Demand response controls are only required for an Electronic Message Center having a new connected lighting power load greater than 15 kW per 110.12(d). I.D EC L A R ATION O F REQ U IR ED CER TI F IC AT ES OF I N STA L L ATION Form/Title N RCI-LT S-E -Must be submitted for all buildings J.D EC L A RATI ON O F REQ UIR E D CERTI F IC AT ES OF AC CEP TA N CE There are no forms required for this project. 88 Orangethorpe Ave. Circular block ref "*U" NO PARKINGLOADINGONLYNOPARKING15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONODRIVE THRUDO NOTENTERE. ORANGETHORPE AVENUE MISSILE WAYN 94 E ORANGETHORPE AVENUEANAHEIM, CA 92801N CONCEPTUAL GRADING PLANABBREVIATIONS’1:40TITLE SHEET1CITY OF ANAHEIMD-XXX94 E ORANGETHORPE AVENUEANAHEIM, CA 928013Know what'sbelowCallbefore you dig.RSince 1964Los AngelesOntarioSacramentoSan DiegoSan FranciscoBoiseDallasDenverPhoenixPortland701 N. Parkcenter DriveSanta Ana, CA 92705p: 714/560/8200 f: 714/560/8211www.tait.com415 E. HYMAN AVENUE, SUITE 401ASPEN, CO 81611ROSSMORE ENTERPRISESCUP 3RD SUBMITTAL 08.30.2023PROPOSEDCAR WASHPROPOSEDBUILDINGLEGEND Circular block ref "*U" NO PARKINGLOADINGONLYNOPARKINGE. ORANGETHORPE AVENUE℄CITY OF ANAHEIMD-XXX394 E ORANGETHORPE AVENUEANAHEIM, CA 92801Since 1964Los AngelesOntarioSacramentoSan DiegoSan FranciscoBoiseDallasDenverPhoenixPortland701 N. Parkcenter DriveSanta Ana, CA 92705p: 714/560/8200 f: 714/560/8211www.tait.comCUP 3RD SUBMITTAL 08.30.2023N CONSTRUCTION NOTES:2GRADING PLANLEGEND: E. ORANGETHORPE AVENUE Circular block ref "*U" NO PARKINGLOADINGONLYNOPARKING15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONO15 MIN.PARKINGONLYONODRIVE THRUDO NOTENTER℄CITY OF ANAHEIMD-XXX394 E ORANGETHORPE AVENUEANAHEIM, CA 92801Since 1964Los AngelesOntarioSacramentoSan DiegoSan FranciscoBoiseDallasDenverPhoenixPortland701 N. Parkcenter DriveSanta Ana, CA 92705p: 714/560/8200 f: 714/560/8211www.tait.comCUP 3RD SUBMITTAL 08.30.2023N WATER CONSTRUCTION NOTES:SEWER CONSTRUCTION NOTES:3UTILITY PLANSTORM DRAIN CONSTRUCTION NOTES:LEGEND: