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HomeMy WebLinkAboutPA 2016-113 - Exhibit J Design Review Package L oP�GNT®2D GBVWEGER 550 A .DDNG S �DMENSIDNS. ISSUED THE5E LAN5 AND 5PEGIFIGATION A TENTATIVE UNTIL BUILDING PERMIT 15155UED. ARE ALL 51TE AND BUINDING DATA E APPRox1MATE GNIAT­5 TIME AND MUST BE GONFIRMED. SUMMARY 24'�----------- fi GA-�----24'AGCES�/�-----� SITE /\'S �� I EASEMENT EXHIBIT A . LEGAL DESCRIPTION °� c0�`/� '� I GRAVEL AREA / WQMP op PORTION OF LOT 5 IN BLOCK "A" OF RANCHO LA LAGUNA. MAP IN BOOK 8 PAGE 377 OF MAPS, SAN DIEGO COUNTY RECORDS. ALSO, RECORD OF SURVEY BOOK 74 , PAGE 83, RIVERSIDE COUNTY RECORDS. IN THE CITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. � /�I/E ��° y � _ 28.8 GENERAL INFORMATION Ar WORE �kyq�L S P y,� VICINITY MAP APN NUMBER 378-030-006 E� G`Z` I 140.0 TOTAL NET / GROSS LOT AREA f2.78 AC NTS sT I PROPOSED BUILDING o TOTAL BUILDING AREA 25,682+9,800=35,482 SF I I 9,800 SF r TOTAL BUILDING COVERAGE 29.3% 9.6 EXTENT OF PAVING TOTAL PAVING AREA 44,142 SF ml i SERVICE STAGING AREA S1 4 TOTAL PAVING COVERAGE 42.2% �, , TOTAL LANDSCAPING AREA 18,469 SF I i L-- J J TOTAL LANDSCAPING COVERAGE 15.2% i EXISTING ZONING CM I I M PROPOSED ZONING CM rv-i TYPE OF CONSTRUCTION VB I o SPRINKLERED OCCUPANCY CLASS B, S1, F1 DESCRIPTION OF USE: BOAT SHOWROOM, SERVICE, MANUFACTURING I I o STORY 2 STORY \ T HEIGHT 30'-0" i TOTAL PARKING REQUIRED 66 SPACES T TOTAL HC ACCESSIBLE PARKING REQUIRED 3 SPACES TOTAL PARKING SHOWN 66 SPACES R=48', TYP. '� - TOTAL HC ACCESSIBLE PARKING SHOWN 3 SPACES M EX. FENCE ALLOWABLE BUILDING AREA ' 8�'s !. PER CBC TABLE 503: ALLOWABLE BUILDING AREA AND CALCULATION I CD +/ _ 177 O OCCUPANCY GROUP: B, S1, F1 0_ -1 TYPE OF CONSTRUCTION: TYPE VB ;Q BASIC ALLOWABLE: AT= 9,000 SIF I T BOAT ASSEMBLY F1 O INCREASE PER SPRINKLER: IS = 3 Z ;< .--1 1 — L TOTAL ALLOWABLE BUILDING AREA: AA = AT + (AT X IS) = 9000 + (9000 X 3) = 36,000 SF i L J SERVICE S1 (7 I UTILITY PURVEYORS WATER ELSINORE VALLEY MUNICIPAL WATER DISTRICT, 31,315 CHANEY ST. LAKE ELSINORE, CA 92531 (951) 674-3146 I OFFI ES B J o 88.62' r� M^m SEWER ELSINORE VALLEY MUNICIPAL WATER DISTRICT, 31,315 CHANEY ST. I �i r LAKE ELSINORE, CA 92531 (951) 674-3146 I i N r--- +----I,--- ■ 34.I5—� o I a55oclate5 GAS SOUTHERN CALIFORNIA GAS COMPANY, P.O. BOX 3003 I I 4 - N W Ll REDLANDS, CA 92373, (909) 335-7828 cn 0 o Ww, TELEPHONE VERIZON, 120 E. THIRD STREET 8.0 I I" z W - PERRIS, CA 92570 (951) 657-7612 , C)N QI � o Ur) 0) II I Ln ._ ELECTRIC SOUTHERN CALIFORNIA EDISON COMPANY, 26100 MENIFEE RD. 1 \ I o Z 9i o ROMOLAND, CA 92380, (951) 928-8252 N \ / 5.0 y o rl Q CO I I E o SliOW ROOM B R GOVERNING CODES ALL CODE REFERENCES ARE TO BE IN COMPLIANCE WITH TITLE 24, 2016 EDITION: I / 0 co Y/ u O t 89 O N 0 PART 1, CALIFORNIA ADMINISTRATION CODE (CAC) I I 22! 0 PART 2, CALIFORNIA BUILDING CODE (CBC) 0 PART 3, CALIFORNIA ELECTRICAL CODE (CEC) (� u v�l�rY v u /,/->y L I {<</Cxxxxu�C�xy?'kYkxx > ? 0 PART 4, CALIFORNIA MECHANICAL CODE (CMC) I <r rx x C x x> h x �? 0 PART 5, CALIFORNIA PLUMBING COCE (CPC) 'Cr �' r �nAnT T < �T " r > >> r r < < CO ORED, STAMPED 0 PART 6, CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) 28I,0 T �</xxx K 4 v>Y�, X��<y DI MOND PATTERN 0 PART 9, CALIFORNIA FIRE CODE (CFC) ' ' I O �<ixxxxxxr��i�T xxx���� CO AC. PAVING 0 PART 11, CALIFORNIA GREEN BUILDING STANDARDS CODE cV < I r ?i v v ' vv�r x rYv�r xkuVv� PROVIDE RAPID 'GATE 1 v Y x x v u x x x V v N ALL CODES SHALL INCLUDE LOCAL AMENDMENTS ENTRY SYSTEM � O U FOR FIRE DEFT, 6.O LANDSCAPING o Cl) �� o O a TYP. -- -- -Ln r-) -- - -- W.I. ENCE =L4 o S--ti Q u o \ oN zQo 20 Lu o \70,00' _ _ ___ _ _ 5 — 3-0 cD RIVERSIDE DRIVE FIRE ACCESS ROUTE +————————————— V O W O � N �tiFED ARC9f SHEET INDEX �DR,�G���� C8766 # M.NOV 2017 �F Cl SITE PLAN SITE FLAN/ WALL AND FENCE PLAN Al MAIN BUILDING FLOOR PLAN FLOOR AREA: 25,682 SF SCALE: 1"=30'—O" op DATE: OCT 201G SCALE: DRAWN: A2 MAIN BUILDING ELEVATIONS 0 10 20 40 60 CHECK: JOB NO.: G72 A3 REAR BUILDING / SERVICE STAGING AREA C1 Conceptual Grading Plans - - x Owner Engineer Flood Info. J I EXISTING EL TOUACII UTLET • \ \ `\``\ o _ _ , \ \ \1 \ KELLEY THUESEN C/O TIGE RENCIVIL z ° I = _ RCFCD I o _ -_-__ -� _ _ _ _ Tige Wa tersports \ / ZONE AE FLOOD ZONE 1261.00 (1988 DATUM) I WATERSPORTS 25631-"B" ADDISON ST ZONE AE FLOOD ZONE 1258.53 (1929 DATUM) MURRIETA, CA 92562 7S \ \ I I I - =I - - - - - - - - - - - - - _-��- D =l�- _ �s \ \ I I I II J x 62 EAST 3450 NORTH 951.696.9902 LOWEST PROPOSED FINISH FLOOR Z ` 1- _ _ = = _ - _ a -_r _ - I III I I / SPANISH FORK, UTAH 84660 RUDY NUNEZ X202 ELEVATION = 1263.60 (1988 DATUM) L) y _ _ - - _ _ - - - - - - - - - - - - - - - -�i_ ___ B -- - / (801) 355-1140 RUDY@RENCIVIL.COM ELEVATION = 1261.13 (1929 DATUM) -I- - _ _ - _ _ - - - L - - - I- - -I- - - - - - - /�`y I // / II / I RSLABS®AOL.COM o �_ _ �_ _ _ _ _ _ _ _ _ � --;r plicant/Architect Topography k z r _ - I � J � 'I rr x Ap Earthwork < a KELLEY THUESEN C/O TIGE A FIELD SURVEY WAS CUT 2,000 CY O =r N00 - -/=1_ ^ ^ - - (1255)- _ _ - - - - - - - _ - - _ _ - t - - - - - - _ - / / % \ I WATERSPORTS PERFORMED DURING THE FILL 2,000 CY (n w ., 1261.30TC -�x �� --z _ - - - - - - + - - - }. - - - / / MONTH OF NOVEMBER 2016 a w �.. NIr:•"-..- - - - ` \ I yL NBY RENCIVIL CREWS1260.630FL 1259.7: 62 EAST 3450 NORTH S$ANI5 FORK, UTAH 84660NG 1260.00TC- _ a_ _= 01) Construction OtES RP_ 4 RSLABS®AOLCOM DESCRIPTION1259.5OFs _ _ _ _ - 4 1260.00TC 1 PR WIDE SLOTS AT 9O.CFOR > L 1254.5 INVER 1259.50FS75% _ _ _ _ _ ~ INAGE NTO - - - - - - - - `'S xl Legal Description Site Info. 2 AACAPAVINGICONSBTROUCTT4NAC OVERE6"CLASS 2 N - - 1261.-36TC! I .�. 5 - -__ - - - - - _ _ _ J- BASE IN PARKING AND 4"AC OVER 10" CLASS 2 *" 1260.690FL --b� - - -_ -- - _ - _ - _ - - - - _ - I Ixl PORTION OF LOT 5 IN BLOCK "A" OF APN 378-030-006 IN DRIVE AISLE in 1 1260.00TC ---_ 'L - ---`----' "255.7T- - 16 I RANCHO LA LAGUNA. MAP IN BOOK 8 PAGE ACREAGE= t2.78 AC 3 CONSTRUCTSTAMPED CONCRETE SECTION. EXIST NG ROW PROPOSED ROW 20 g -19515CFS 19 ------ - - - - - - _ EXISTING RCFCD CATCH BASIN WI TH 30" POP -- _ I P N NO 377 OF MAPS SAN DIEGO COUNTY RECORDS. T5SR5W SEC 36 ALSO, RECORD OF SURVEY BOOK 74 PAGE 1434 PRESSURE ZONE 4 OUTLET PIPE +-+ w _ _ F------ 83, RIVERSIDE COUNTY RECORDS ALSO KNOWN 5 TIE IN TO EXISTING RCFCD CATCH BASIN Q� Z - _ -- -- -- -.-_--_ _--------_ AS PARCEL 2 OF LOT LINE ADJUSTMENT 6 CONSTRUCT BIORENTION SWALE PER DETAIL ON I J26p \ 9 _ 1 -. -- _ _ -1260.00TC - NUMBER 2007-04. IN THE CITY OF LAKE SHEET 1 _ 2 -1.00% 1260 - - - 6 -1259.50FS _ 1256.00 - _ _ 9 ELSINORE, COUNTY OF RIVERSIDE, STATE OF 7 INSTALL 24 0 HDPE TYPE S STORM DRAIN PER I� �7.5% 6.1% -(7260) 1 9 FL CALIFORNIA. MANUFACTURER RECOMMENDATIONS a } 7 / �j 8 CONSTRUCT 3'XO.5' BOX CULVERT Q N 2SSJ - J 9 OUTLET FOR BIO RETENTION DIRECTLY INTO A FLOW LINE FOR REAR HALF OF DRAINAGE AREA. �l LEGEND co 2 I 21 22 10 CONSTRUCT 36" WIDE V-GUTTER PER DETAIL 0 1261.11W7 / - - - - - _ - FS - - ■ F � PROPOSED PIV AND EDC 11 CONSTRUCT V-GUTTER AND DEEPENED FOOTING 1261.76TC PER DETAIL SHEET 1 / i ,1260.00 1260.00� I� 1 { PROPOSED SUPER FIRE HYDRANT 12 CONSTRUCT STREET IMPROVEMENTS PER •'1261.26FS i m "S9 1261.11 _ _ FF FF/ [ APPROVED STREET PLANS DATED 2 24 2003 UR AN ARTERIALAN HA F W TH P R T FS �� .oz. 8' 102 n� a ;•� l 0 6 67' 13 CONSTRUCT 36' WIDE COMMERCIAL DRIVEWAY VJ II 1261,93TC - TYPE 2 PER STD 1183 L 126L.261FL 2.9% 2.6% .( m 14 CONSTRUCT 1 " MINUS 6" THICK GRAVEL 0 II 1 I STORAGE YARD. W 1261.11 �J� r w 3 a \ FS 1 0' 15 RIP SRAP CPA, X20'X1.5'THK FACING CLASS 16 EXISTING CONCRETE PAD TO BE REMOVED o z 17 EXISTING FENCE TO BE REMOVED y w X 18 CONSTRUCT 730 LF OF 8" PVC SEWER ®0.7%. n� a ~ a I II I TIE INTO 8" MA N ALONG COLLIER WITH A NEW Q) a o a PROPOSFF) JUNCTION �n -y- o '! I; 19 CONSTRUCT 8" PVC WATER. HOT TAP INTO 24" MAIN ALONG RIVERSIDE. - ,�'L 'i]260•��= 1 w _ 'O 7 0 20 CONSTRUCT 8" DOUBLE DETECTOR 3 > 1.3% 1.3% _ r N 3 I 21 CONSTRUCT SUPER FIRE HYDRANT 4- - _ ° /A 259.50 P�D �� 6 O �� i� W W W_ W W 2 22 CONSTRUCT VEGETATED SWALE 1.2% a I 3 W ❑1 36" THICK ENGINEERED SOIL MIX CONSISTING 0 1261.58TC - aI 9 OF THE FOLLOWING: i1.1% 11 14 1261. 1258.90 o_.. � ' ••1261.08FS 85% CLASS A SANDY LOAM (707 SAND/20% .. 126L3 ( 8.6% /Y SILT/10% CLAY) 5 y //�i/ 15%NITROGEN STABILIZED COMPOST MUST BE 6 R DRUM ROLLED \ ' (1261.3) 1261.1) 1257.26 ° � o �('26 _ - 1262.57TC I j NG NG / FL-CULVERT NO \ / _ _ - � / I I 2 ❑2 3/4" GRAVEL 12" THICK F 1261.898FL V II i A ❑3 1'-1 }" GRAVEL SKIRT 6' THICK o , PERFORATED PVC DRAIN LINE 0 3" THICK PEA GRAVEL CHOKE LAYER o i���/�/`v��`�v�`�v��!�v�w��w�%'/� W 11 1 A V 1260.00 1260.00Ai��i l:/ V �/jVV�VVVV//%�/j © DRYLAND GRASSES, AND OTHER MESIC RIPARIAN w � A. �lV�,A A,AnV A>a��V A A A A, PLANTINGS W/ LOW VOLUME IRRIGATION 0• I\ I v - v FF FF X 1 TYPE X OVERFLOW DRAIN - - _ _o m -� I 8 � 24" STANDPIPE I FUTURE CURB - _ - - -(1258)- III �IMPROVEMENTS \V VACANT C�2S I 6.67 ® SLOTTED CURB (24" W. SLOTS ® r 1 OJ S - - 20' O.C.) In III j \ /„ \ Tl L7 I ❑9 MASONRY WALL p z 10 CONCRETE FOOTING o II II 1PROPERTY 9J « \ X 12" THICK MINIMUM w I PRO ERTY LINE DATA o 1 ® BEARING/DELTA RAD US LENGTH NOTE _ X 1 N 43°05'21" E - 170.00' PL 1261.00TC n 1259.81TC 1256.14 I I 2 N 43°27'26" W 598.10' PL ______ _ 1260.50FS 1259.31FS 1258.00 FL I m 1 1 3 N 43°05'21" E -- 222.82' PL \ \ FL X m 1 4 N 46°52'21" W -- '.a43-34_ PL 3' \I 4 11 j 5 N 43°0521" E -- 88.62' PL 1261.00TC * OOTC I I i 0.10' 3 8'UP 1260.50F9 - J \ 12b8.60FS_ Ci 7 ) `// - -T 6 3 0 Z m 11 6 N 46°54'39" W 253.68' \ PL L 1260.5OFS tO NG25 7 9 w \ I v AC PAVING Nb 10 V 1 X / - _ - - - - - - - - - -. - �. A !%/;/ice _ EXISTING_C0`NCRETE _ - r -� 1 \ / EXISTING 24' \ 3:1 BATTER - _ - _ (1 - WIDE INGRESS 'OPTIONAL' 6-PCC / // / _ _ _ \ - - 111, EGRESS EASEMENT �j��\\j���� g 1� PER DOCUMENT NO 2015-0159583 .\j\R/1" `///Oi///� � 5 0 RECORDED ONE 1 \ PLEASE CONSULT WITH SOILS REPORT FOR COMPACTION. APRIL 21, 2015 2 BEYOND. V II 1 1� 5 AND`BASE REQUIREMENTS UNDER V-GUTTER IF ANY. 24 r / � \� `\20 10 0 20 40 60 4 1 / V 1 / EXISTING INDUSTRIAL BUILDING 'SCALE: 1"=20' III \IIt \ I � 6 BIORETENTION SWALE 1300 1300 4 SECTION A-A 60 �^ CI � z w 1290 1290 " 6° � SIDE SLOPE TO SLOPE �< DOWN TO MEET EDGE OF 6° RIBBON GUTTER 2:1 SLOPE pt 6• MAX. MAX HEIGHT OF WALL IL 1 iV� IS 2.2 FEET. 1280 1280 Z (EXISTIN 1270 1270 o 10 8 BOX CULVERTPROPOSED ; 1260 T z61.13FF - --- OUTDOOR 261.13E - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1260 - - - - - - 18"MIN �;� -- 2 \``\�\\�\//\'\ SEE NOTE 4 \ PROPOSED7ZROUND� 8' v vtaUTT `� v o a Section EXISTIN GROUND -+ �</y��/ivy/��/iv�v���� 1250 S e c t�o n A 1250 Section C ii/�i�Ti/����i/����i/�i� CURB CUT SEE NOTE 2 SCALE: HOR: 1`20' SCALE: HOR: 1`20' z' VERT: 1"=10' VERT: 1"=10' FLOW RIBBON GUTTER 1300 1300 - 2% 2% DEEPENED FOOTING COMPACTE SUBGRADE UNCOMPACT D 1290 1290 suecRADE CURB WHERE 9 T APPLICABLE OPTIONAL z" PRO✓ECT /S IMPERMEABLE AMENDMENT SOIL SITE p LINER SEE NOTE 3 QR 1280 L 1280 I NOTES: SWALE SECTION NOTES: Ikl 1 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC,EQUIPMENT STAGING,AND FOOT TRAFFIC IN \ PROPOSED INFILTRATION AREAS PRIOR TO,DURING,AND AFTER CONSTRUCTION. coo PEE I G 1 1 2. DIMENSIONS: r F (( L EXISTIN FENCE BOTTOM WIDTH: IF WIDER THAN 8',CHANNEL DIVIDERS MAY BE NECESSARY TO PREVENT Z �Re`1R �� 9LF G`�� 1 270 17 1 1 270 I MEANDERING AND LOW FLOW CHANNEL FORMATION. M (E 1ING FENCE) 1 6 b. FLOW DEPTH: WATER QUALITY DESIGN FLOW DEPTH NOT TO EXCEED TWO THIRDS THE HEIGHT OF q 1 6 THE VEGETATION FOR OPTIMUM WATER QUALITY TREATMENT. 1 c. LONGITUDINAL SLOPE: 19 TO 6%OVERALL SLOPE.SLOPES GREATER THAN INVERT SHOULD 1 PARKING LOT 1261.13E INCORPORATE 6"-18"CHECK DAM TO MAINTAIN 2.59 MAX LONGITUDINAL INVERT SLOPE. � 2 1260 - - - _ 1260 - - _ - - - - - - - - - - - - - - - MAXIMUM FLOW VELOCITY SHALL MEET REQUIREMENTS OF COUNTY HYDRAULIC DESIGN MANUAL. 2 7 - 3. OPTIONAL 2"SOIL AMENDMENT PER SWALE SOIL SPECIFICATION; MIX THE AMENDMENT INTO NATIVE 6. / SOILS TO A DEPTH OF 6"TO PREVENT SOIL LAYERING. EXISTING ROUND 4. 18"MINIMUM CONCRETE STEP OUT REQUIRED WHEN PARKING IS ADJACENT TO CURB. ALL PROPOSED LANDSCAPED AREAS SHALL BE DEPRESSED AT LEAST 3" TO CREATE PONDING 1250 Section B 1250 Section D CAPACITY IN LANDSCAPE AREAS l//C//V/TY M,4P SCALE: HOR: 1"=20' SCALE: HOR: 1"=20' 22 VEGETATED SWALE LANDSCAPE DEPRESSION (T'OIWAS IV of 866-02) VERT: 1"=10' VERT: 1`10' I CPBUGNT®201GBYGEGER 55O A .DCNC SG�DIMEN51CN5 ISSUED THESE LAN5 AND B—IFIGTIDN ARE TENTATIVE UMIL BUILDING PEBAAIT 15155UED. ALL 51TE AND BUINDING DATA AE APPaCx1MATE CNLY AT T 5„ME AND MUST BE GCNNBMED. 20'x14' ROLL-UP DOOR 20'x14' ROLL-UP DOOR RESIN RM. xir EM 177'-0" ASSEMBLY. 4 WOOD ROOM ASSEMBLY. SPRAY BOOTH 44'.6" 44'-0" 44'-0" 44'-6" w 4 Z J Ld 0 w O 0_ O O O � d I J J SERVICE ClNTER X o FR R o PROPOSED PROPERY LINE I J J O K 20'-0" X ------- ------ UlLbING I — I 15'-9" 20' EOM UT LUNCH I 1 10.01. I I I I - SERVICE N W OFFICE OFFICE OFFICE FLOOR PLAN FLOOR AREA: 25,682 SF ■ associates CANOPY w z J 0 4 8I 6 24 114 SCALE: 1/8"=1'-0° 12) 2Y200SF MEZZANINE AT+12' } R ° rn U N w 25 y U M a a c 0 1 D p O E N I CL 0 O N000 E 'c 1 N �Y U O U O a) L w�, 0 ~Q) W i I SHOW BOOM OFFICE . o 51 D rn > :Ij ou I � o o > O o I a z v O 2200 SF MEZZANINE AT+12' � OFFICE AREA allD AR �� 'D R - �,cod�I CLR. C8766 IV MEZZANNINE FLOOR PLAN EXP.NOv 2011 sLI �9� I DATE: OCT 201 G BUILDI A&B-F$OR PLA SCALE: <' ® DRAWN: CHECK: I 14'x14' SLIDING DOOR JOB NO.: G72 14'x14' FIXED WINDOW 1 'x14' FIXED WINDOW I 16'-0" 24'-6" L C _____ i DPBUGNT®201GBYGEGER SSO A .DDND SG�DIMENS1DNS ISSUED THESE BANS AND B—IFIGTIDN ARE TENTATIVE UM 55U IL BUILDING PEBAAIT 151ED. ALL51TE AND BUINDING DATA AE APPaDx1MATE DNLY AT T 5„ME AND MUST BE GDNNBMED. TYP.2">�"GROOVES. SIGNAGE LOWER STOREFRONT UPPERST REF 0 GLAZING.COLOR: GLAZI GL REFRONT CLEAR M LT.BLUE TINT GLAZIN OR: CONC.TILT-UP PANELS LT.SAN � HBLUE TINT PARAPET 36'-0" ORSIM. TINSIDE. PET _j: PAR PET fi9!e CEILING 20'-0" CEILING 14'-0" 14'-" OPEN AT ENTRY, NO GLAZING ell Ah DDIZEDALUMINUM — ST REFRONTFRAMES. C LOR:SILVER,TYP. D.A. 0.-0. 14'x14' FIXED WINDOW 14'x14' SLIDING DOOR 14'x14' FIXED WINDOW FRONT ELEVATION 36-0" PARAPET PAR PET pm tfy� CEILING 2'-' 2' CEILING 16-0 >y C r 0'-0" -,' 04. 14'x14' ROLL—UP DOORS SERVICE 12'x12' ROLL—UP DOOR 12'x12' FIXED WINDOW 12'x12' FIXED WINDOW LEFT SIDE ELEVATION N L associates UPPER GLAZING PANELS,TYP. y L ° on, a) U N n �� U o M c O O O C /A N - Co IN 'o o I U Ln R U U O U o w� p N a- W ~ oc U vi RIGHT ELEVATION Iwo mcon zo o� o 20 o D AR Q z v W 0 ND C8766 # W.NOV 2017 s�9�OF CAI.YF�~P DATE: OCT 201 6 SCALE: 1/5' 1 20'x14' ROLL—UP DOOR 20'x14' ROLL—UP DOOR DRAWN: CHECK: REAR ELEVATION JOB NO.: G72 4 A2 I 2DIG BYGEGER(55OCIATFS.DDNDTSGALE DIMEN51DN5. ISSUED THOESE BANS AND 5PEGI1IGATION ARE TENTATIVE NMIL BUILDING PERMIT 15155UED. ALL SITE AND BUILDING DATA ARE APPROXIMATE ONLY AT TN15 TIME AND MUST BE CONFIRMED. METAL ROOF 21'-0" MIDGE 21'-0' RIDGE EAVE 20'-0" EAVE METAL BUILDING WALL ROLL-UP DOOR METAL BUILDING WALL METAL MAN DOOR as 3. IN RIGHT ELEVATION FRONT ELEVATION 4 2 21'-0' RIDGE 21'_0• RIDGE 20'-0" EAVE 20'-0" EAVE LZ METAL BUILDING WALL D-0^ as REAR ELEVATION � LEFT SIDE ELEVATION J J r associates 140'-0" o U N Do METAL BUILDING WALL r) c_ U O_ I 0 0 o c y 'O U Ln _o) I I I I I I ` u U O a) t o � � � i I In I U I ^METAL BUILDING WALLPIR OPOs D B I L I N V I I o O a ' SERVICE r i AGING AREA o zo N o 20 ��F Q I I I I I z � v w I I I I I D_ ID C8766 3' 7' DOOR TYP. 14'x14' ROLL—UP D OR' TYP. EXP.NOV 2017 3'XT D OR TYP. A�.OF CAI.�F� DATE: OCT 201 G FLOOR PLAN SCALE: FLOOR AREA: 9,800 SF DRAWN: - CHECK: JOB NO.: G72 0 4 6 6 24 SCALE: 1/8"=1'-0° A3 I 2DIG BYGEGER(55OCIATFS.DDNDTSGALE DIMEN51DN5. ISSUED THOESE BANS AND 5PEGI1IGATION ARE TENTATIVE NMIL BUILDING PERMIT 15155UED. ALL SITE AND BUILDING DATA ARE APPROXIMATE ONLY AT TN15 TIME AND MUST BE CONFIRMED. 4"x10"BUMPER @ 3 SIDES W/5/8"0 REDHEADS, 6 COUNTERSUNK 12"FROM s ENDS&4'-0"O.C. 5 1/2"THICK TILT-UP ED ED WALL SEE 15/SD1 #10 SCREWS W/ PREFINISHED CONC.SLAB NEOPRENE WASH E EAVE TRIM FIN.GRADE ERRFFACL@ME@F CK RIDGE TRIM 3"SLOP 4x8 BEAM 2"FROM WALL REAR WALL @ BELOW EDGE FREESTANDING TOP OF 1"0 PIPE SLEEVES 2"FROM WUCLOSURES ONLY CONC.SLAB WELDED TYP. SEE BET.15/SD1 BELOW EDGE 10'-0" FOR REINF. _..J FRONT REAR 7/8"0 ROD PREFINISHED "McElroy Metal"26 GA. SIDE TRIM MEGA-RB OR Eq. CANE BOLTS SCALE: 1"=I I-O' 8 HINGE PLAN (TYP) SCALE: 1"=I Loll 3 4"WIDE 1 CONDITION7— 30 LBS FELT @SUPPORT 11 ADJOINING 1 CCQ44SDS25 BUILDING 4"W WOOD BUMPER W/SCREWS ROOF LINE 18"MIN.CLR. WALL BELOW OW 11 4.0000 4"x4"WOOD POST W/2-3/4'0 EPDXY BOLTS 4"x4"WOOD POST W/3"than.WASHER W/2-1"0 EPDXY BOLTS 4' EMBEDM NT 2 R4 SPACED APART CONCRETE OR BUMPER B CKINC _ FINISH PAVING SEE 4"TF,K. MASONRY WALL BETWEEN P ST _ GRADING PLAN CONC.SLAB 2-3/4"0 PH. REDHEADS • 1/2"PLATES TYP. O 7#4ARS @&BOTT. C TRASH ENCLOSURE COVER SCALE:%211 = II-o" 11 SECTION (TYP) SCALE: I-P-o' 7 HINGE PLAN (TYP) SCALE: III=1'-o° 3 1' associates 10 9 L FRAME,WELDED L 3"x3"x3/16"TYP. - R N Lq 1/2" 1" 1/2" c O 2" 11" 2" 5" 2" 0 E r o 7/8"0 ROD y —o B—DECK, WELDED r o o o E t 1"0 PIPE EEVES ~ WELD ID TYP. of 5 1/2"THICK TILT-UP 8 C] WALL SEE 2/SD2 Q p O SLIDING BOLT SCALE: 111=1'-O" 10 FRONT ELEVATION SCALE:y211=1'-al 2 o m ¢'>° U-1 � o u zC) o0 (s) C) 10, ,/2"PANEL JOINT 1/2"PLATES TYP., Q WELDt2-3/4"O D 30"'MDE OPENING z RIGHT OR LEFT SIDE, CONDITION SEE SITE PLAN w ADJOINING BUILDING REAR WALL® 4"x6"WOOD BUMPER p FREESTANDING SEE BET IN o- ENCLOSURES ONLY 2'-6"WIDE llD __rTT_ N T 4"CONC.SLAB W/ CONES BELOW CslS��Rp,D R�IcxfTd' 3/4"0 BOLT _ 6x6 W,.3xW,.2 EWWF W/COTTER PIN 4 C8766 OV # EXP.NOV 2011 PH. SLOPE 1/8"PER FOOT MIN. REDHEADS AJ�.OF CALF 7 3 DATE: A6�I'PJW SCALE: SMOOTH TRANSITION DRAWN: HINGE ELEVATION SCALE: I"=11-O" 9 PLAN VIEW SCALE:Y211=1'-al 1 CHECK: JOB NO.: G72 TYPICAL TRASH ENCLOSURE C 1 CC I t:V a,FF7r AV 4♦ I• �1% f7 , r - I � J FKD. JT ELEVATION =- 1 �'I owl r i ti ♦ Ct • 4' =1 fm= El a � ` � E �Ef=T 53I DE ELEVATION a. •CAA '*PAW 7n a. Ale Yl. P1 MATERIAL BOARD CC L O R s C H E D U L E eager assmimkm PROPOSED INDUSTRIAL BUILDING FOR �� or�ik.�r., �an.hsa �' 434K C:�eltta C7rtl� ti C WATERSPORTS �, sro���arr aO® utiNuu rsiLv>� TTnw.jila, r_:31ffim03 .'-l25TY1 llZINiG NON-RffLECTIVE LIGHT OFEEN TENPERI)ULASS F►�.,.: 951-67e:ate; LAKE ELSINDRE, CAL.IFORNLA EXTERIOR Wk-L PAINT 03ILM COLOR COLS 4 (01, BASE COLOR 81 OFF MITE ORN7 GAWEN PE98LE BASE COLOR M U(31-q GREY Du24 SPOOKY ACCENT COLOR Al GFEEN DFOS KEMP IDLY 1:,Tl� ACCENT XLCR A2 VERY DAW GREEN DF rMS HLINTl%-r0N WQQM LLJ DWAY E R CO L OR XU CT101I 1101E;OU MS M 8 HG11N1'f E RE 6a E CTM Ff WN UFA.CTLRFR�MIN aMYr H 1 11?X r CA LOR m CH PS*V H W NDT UE DOW XRLD ACCLIRATE,CCU RS dA7 DL 7 E8F E D IN 7H E FEI D OP AN I110",K P1C1O161A44.L AFLA M 0 WATT S E REM E IKE D AM APPRDMKI HY TH E OAME 2 AH]TH E FIAIII Ili UEPT.HE FOR E PWCER]N G_ _i CL it = w i��7- w L L:1 W li i c'J w l.J It w r.,I krj w w ' T r7r'f T, �I it i i I I I I I I I i I _= I i'2'—�- I FKONT f-L_f-VAYI O N 155UED �O Y I No M El —1 F Ll Ru-W b" MLL-W 0001 IMhV Oau �w Y FRONT ELEVATION t AV 44 } } RIGHT SIDE ELEVATION 3 LEFT SIDE ELEVATION ilk!P o 4 W J REAR ELEVATION m 4 w w vs THE REAR BUILDINGS COLORS REFLECT THE COLOR SCHEME OF THE MAIN o ar:o BUILDING. THE WALLS ARE LIGHT GREY (LT STONE 40). THE TRIM IS GREEN TO x:« orr u MATCH ACCENT COLOR A2 OF FRONT BUILDING cr[n. A3