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SITE PLAN
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<br /> U AppliC
<br /> KEY NOTES p C -
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<br /> � S8i!5410 E 286.95 T2 T F v ~
<br /> D PROTECT EXISTING IMPROVEMENTS IN PLACE. ✓qct o
<br /> / r T°V >
<br /> REMOVE EXISTING WATER METER AND CAP SERVICE LINE PER
<br /> 1P _ ' COUNTY IMPROVEMENT STANDARDS. SITE DAWSON RD
<br /> 0
<br /> 0 00 u7 E
<br /> 0 REMOVE EXISTING STORM INFRASTRUCTURE. �oc��� BLOSSOM CT o a ~ C � w
<br /> CV N CW
<br /> ® REMOVE EXISTING SANITARY CLEANOUT. _
<br /> 3 D
<br /> ✓ j /' ® CONCRETE PAVING (STANDARD DUTY) AT PARKING AREAS, w
<br /> ~ 0 Q W .�
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<br /> (HEAVY DUTY)AT DRIVE AREAS, DRIVE APRONS, FIRE LANES,
<br /> AND REFUSE AREA, REFER TO DETAIL 1/CC2. AND 2/CC2 .�' M� R
<br /> J / BRANDT RD z a m° w
<br /> CONCRETE CURB, REFER TO DETAIL 3/CC2. us oet
<br /> CONCRETE SIDEWALK, REFER TO DETAIL 4/CC2 AND 5/CC2.
<br /> VICINITY MAP
<br /> -cc
<br /> E-»
<br /> CONCRETE DOOR LANDING, REFER TO DETAIL 5/CC2. LANDING (NOT TO SCALE) Z 6 � Q V
<br /> f / MAY BE POURED MONOLITHIC WITH PAVING IF CONCRETE
<br /> r_1
<br /> W W ea
<br /> w — -- , t "°:��' / '/ / PAVING IS PROVIDED. 0 [O
<br /> — — coo
<br /> Tel
<br /> _10-. N 23 _ L " 4 94 ` �i 3' 1 O9 ACCESSIBLE PARKING SYMBOL PAVEMENT STRIPING, REFER SYMBOLS LEGEND x `
<br /> I,�
<br /> 1 r o o +1� _ 6 } TO DETAIL 6/CC2. ° v 0 v= a.�
<br /> 6 ti a ° < ° o / 2 .� 10 REFUSE CONTAINER ARE O T SECTIONAL OVERHEADiiNOTE: REFER TO SURVEY FOR EXISTING CONDITIONS SYMBOLS o Q 3 W O °
<br /> STEEL BOLLARD REFER TO DETAIL 7/CC2 PROVIDE
<br /> 20' A' 2 A LEGEND.
<br /> 0 LL`
<br /> m 14 �`2 p9 ° 79 ch ,°� R 5 �, 0�* •, / O ,�/ FREIGHT DOOR, AND (9)AT FRONT ENTRY. a.� go
<br /> ,..
<br /> " tr `� / �A ^�
<br /> 7 �c; ; (0 'REILLY PROPERTY LINE
<br /> 5 s e ° 21 / ; 11 ACCESSIBLE PARKING SIGN, REFER TO DETAIL 8/CC2. N •�
<br /> 1 ONE STORY STEEL BUILDING 9 6 . ! �gfi
<br /> O r ' 0
<br /> ADJACENT PROPERTY/ ROW LINE
<br /> ` E 5 rt, �:'` ; j {'f 12 ACCESSIBLE CONCRETE CURB RAMP PER COUNTY OF SAN W O �
<br /> 4232 SF ; 91.78' FFE II !
<br /> " 6 • J O JOAQUIN STD DWG R-10 ON SHEET CC4. EASEMENT LINE 0
<br /> U�cc ¢l / < < N V'
<br /> 18 BUILDING SETBACK LINE
<br /> ACCESSIBLE PARKING SPACE WITH ACCESS AISLE (ADA
<br /> TYP. Uj
<br /> / /, rl COMPLIANT) TO SLOPE 2% MAXIMUM IN ALL DIRECTIONS. 77 LIMIT OF DISTURBANCE (ON-SITE) w ep
<br /> �'� PROVIDE PAVEMENT MARKINGS TO MATCH STRIPING COLOR a
<br /> w f �.
<br /> I I' 93 P ` UNLESS OTHERWISE REQUIRED TO COMPLY WITH GOVERNING - EXISTING CONTOUR N Q
<br /> I'J ACCESSIBILITY REGULATIONS. ^ V'
<br /> i i i 10 x 9 / / XX PROPOSED CONTOUR
<br /> ( � ,%'f O'Reilly Auto Parts 11 r °�' 6 ," 14 BICYCLE PARKING EQUAL TO COLUMBIA CASCADE 2170-3-C.
<br /> 0.7',- � � � > � � ® �� r ` ,. � - PROPOSED SAWCUT
<br /> 13.5' ; , POWDER COATED COLOR TO BE EVERGREEN.
<br /> 19.7' 85-0 X 85-0 5 r �¢ 1�3 ''� 4 $ �z 5 12 / EXPO WER POLE 1
<br /> O
<br /> . ;' O `� � � / 3p /� •-.,. PROPOSED SWALE
<br /> /SQ. FT. =7,225 _ �� REFUSE ENCLOSURE, REFER TO 1/CC3
<br /> • �a /'!i / 15 EN E,
<br /> ' f FLOOR ELEVATION;93.75' ', 1. 7 ,,�Ek/ST/ l �%r� W PROPOSED WATER LINE
<br /> 3 / / A�, 9 4 / �/B NG f
<br /> 1 �' 25 ! 16f1 �/C Ur/ �0' CONCRETE BUMPER BLOCK(8" W X 5" H X 6'-0" LONG) SS PROPOSED SANITARY LINE
<br /> �ASFME �TY ANCHORED TO PAVING WITH (2)1'-6" LONG #4 REBAR.
<br /> / i <F / / SD- PROPOSED STORM DRAIN LINE uj
<br /> a
<br /> 4" WIDE PAVEMENT STRIPING AS SHOWN USING HIGHWAY
<br /> /,f Q MARKING PAINT- YELLOW(2 COATS). PROPOSED GAS LINE z
<br /> 4.03' � ? V) / � U � • .� n 1 / ,/ lrj � ;� 0
<br /> PROPOSED ELECTRIC LINE
<br /> �� r ,/ /� �� '•' � 5.25,... � rn a 6.�',V �,. gD 6 ,�/ ,z`�` �' � 1 / ./ 0 E-18 PROPOSED SITE SIGN. � J
<br /> DEALER EGRESS :` LIa R4 5,,,, / / 19 PROPOSED DRIVEWAY CUT PER STATE OF CALIFORNIA R PROPOSED RIDGE ^
<br /> o, DOOR ' / DOOR; o,� _ / / / U O LL
<br /> r
<br /> 5 ` 7 �° •m ��� l 1 ` �� / r DEPARTMENT OF TRANSPORTATION DETAIL A87A ON SHEET GB PROPOSED GRADE BREAK
<br /> g 7 o�0 16 x 12 ° m J'3 2 /' / ! J CC4.
<br /> i- ', • . - -.= " -• l Q / (jfJ � J� PROPOSED BOLLARD Uj
<br /> D"HIGHWAY 88 SELF STORAGE" / F , Q QO SAWCUT AND REMOVE EXISTING PAVEMENT AND BASE PROPOSED NYLOPLAST INLET
<br /> TWO STORY STUCCO BUILDING I` e ayP.17 5 n, / /;�� / CONSTRUCT 4"AC C2-PC 64-10 OR EXISTING AC+1".
<br /> 10x2 �, 16 x7
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<br /> 1,232 SF ; 91.76 FFE — I! 6 �.� • o / if i f WHICHEVER IS GREATER, ON 8" TRENCH BACKFILL SLURRY PROPOSED BACKFLOW PREVENTER
<br /> 5
<br /> 10 x 4 ,5' a TYP. 17 :` / ��0 t / �� (270-E-500). ...REVISE KEYNOTE PER GEOTECH REPORT`
<br /> _ Cc
<br /> I P� - 9 Q
<br /> - - -- PROPOSED WATER METER PIT
<br /> J
<br /> 19.9' I I n /. I� � ( /
<br /> o � Y v / f l t
<br /> @ a a ROLL DOWN CURB END TRANSITION SLOPING 1:2. h PROPOSED CLEANOUT Q
<br /> 7 STALLS =c63'
<br /> 9' �` 6 m 2.8y„ Q
<br /> ✓ 7' ` �i - _ , a ° / EX WATER MAIND ~ , (.�
<br /> +'_ q 5 ,ki q - 02 2' CURB OPENING, REFER TO 10/CC2 FOR DETAILS. C� NEW MONUMENT SIGN LOCATION 0
<br /> I •`�'_ 28 : 3 _ a c ap a /t o NEW CONCRETE PAVING BLOCK J ^
<br /> P 3 S f / PROVIDE SWALE IN LANDSCAPE. _ CI) L.�..
<br /> 1 a [ I S@ 9 = 38"° 92 ,• ��o,.: l.. �� e� — NEW SIGN LLJ 0 0
<br /> Ljj
<br /> 4'
<br /> 4 STALLLL OPENINGS, TO
<br /> R 4 11' 4 STA / 24 PROVIDE RIP RAP AFTER PARKING/CURB OPENING J LL
<br /> ;. � RS' • 7 ti °°� 10/CC2 FOR DETAILS. �
<br /> 5 / NEW LIGHT POLE LOCATION 1- L J
<br /> 17
<br /> YIP. ICON. 17 TYP / fr / f� O Z
<br /> SPECIAL NOTE: X 9� ° "� ° / ;;, / TRUNCATED DOMES REFER TO DETAIL 9/CC2. NEW BUILDING CONSTRUCTION O
<br /> POINT OF BEGINNING FOR SITE 9 g� ' 6 6 .per / / C�,'r `` ;'
<br /> � �
<br /> DEVELOPMENT LAYOUT PARALLEL a1 ,23 q rl� f O Lu
<br /> 32 EX POWER © PROPOSED TYPE 1 COMMERCIAL DRIVEWAY PER COUNTY OF AREA OF LIGHT DUTY CONCRETE N 0
<br /> AND PERPENDICULAR TO WEST :73 9 4 5 N 6 5 '� ! 0_ Z r J V
<br /> 6 r SAN JOAQUIN STD DWG R-13 ON SHEET CC4.
<br /> PROPERTY LINE (N 00°05'50" E). Q POLE 1
<br /> a ° AREA OF HEAVY DUTY
<br /> 33 5 CONCRETE
<br /> _ -= PROPOSED SANITARY SERVICE CONNECTION AT EXISTING
<br /> — — t/�
<br /> _ 16 " l It 1 a f✓� STUB. — PROPOSED GRASSY SWALE
<br /> 6 -3 16 4 /. — —
<br /> 4 ® PROPOSED SANITARY SERVICE LINE WITH CLEANOUTS SHOWN
<br /> _( 2)t �u `� 3 l
<br /> � PROPOSED GRASSY FILTER STRIP
<br /> 0 co � �� � "00 v 4 6. . 9116 �` j � , ' � HEREON.
<br /> ;V9 f' EX STORM MH 1 3 fjUg TING `r l ® PROPOSED SANITARY SERVICE CONNECTION TO BUILDING.
<br /> 30 PROPOSED DOMESTIC TAP ON EXISTING WATER MAIN WITH
<br /> LOCATOR WIRE PER SAN JOAQUIN COUNTY STD DWG W-1 AND ZONING CODE
<br /> DEX CONCRETE WALK n 3 °�.° -� - / ;>� W-11 ON SHEET CC4.
<br /> 12
<br /> 33 J
<br /> O ZONING
<br /> � 31 PROPOSED IRRIGATION TAP ON EXISTING WATER MAIN WITH
<br /> 'S ° — -' f f - LOCATOR WIRE PER SAN JOAQUIN COUNTY STD DWG W-1 AND
<br /> 4 I
<br /> 51_
<br /> �,.• _ i�l , !- 'r' 6�g r �-�/'i�f,`.' / ,SS �.. W-11 ON SHEET CC4. CLASSIFICATION: C-G: GENERAL COMMERCIAL
<br /> 1_U 1 6 a 25 '_ 00 9�.g /� PROPERTY AREA: 1 .979 ACRES a
<br /> (DEX 8" SEWER MAIN `�j -642T 2 3 ��0 G��c j 32 PROPOSED DOMESTIC WATER CONNECTION TO BUILDING. PAVEMENT AREA: 0.49 ACRES
<br /> �� 2 fT l 33 PROPOSED (TBD)" NYLOPLAST STORM DRAIN INLET PER DETAIL °°
<br /> 01 EX STORM DRAIN o; o oma"'' ��G/� , / O (TBD) ON SHEET CC2. PARKING SUMMARY
<br /> LOW
<br /> EXSTORM o 1 J r ( < �/ / PARKING FOP,MULA: 4 SP. PER 1 ,000 SQ. FT. GFA & Z � z
<br /> DEX STORM MH DRAIN - � �` 1 � � a,' / 0.67 SPACES PER EMPLOYEE w 0 O
<br /> " -� EX 8' SEWER MAI ND
<br /> co U yr l / f l SPACE SIZE: 9' x 20' �� C) w U) J
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<br /> oj F- LJJ
<br /> SPACES REQUIRED. 33 w OOEX WATER MAIN O8a SPACES PROVIDED: 33
<br /> Q
<br /> _71-0 S j / w 0-
<br /> o r—
<br /> S0 H.C. SPACES PROVIDED: 2 - z _ co
<br /> EX CONCRETE WALK(D w
<br /> , } f CLEAN AIR SPACES: 6 w 0O� '� N
<br /> (� j;�; AND HANDICAP RAMP ~` / /' / / GENERAL NOTES ZCD
<br /> qSP � I� d 1 � c � ti
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<br /> ° cy)
<br /> pOREFER
<br /> OOADDITIONAL REQUIREMENTS. ALL
<br /> /c ON SITE CONCRETE TO 4000 PSIABBREVIATIONS
<br /> oqComm
<br /> # 0000
<br /> / O SITE DIMENSIONS TO FACE OF CONCRETE FOUNDATION, SIDEWALK,
<br /> CURB GUTTER LINE, PROPERTY LINE, OR CENTER LINE OF STRIPING
<br /> BSB BUILDING SETBACK DATE: 06-01-22
<br /> UNLESS OTHERWISE NOTED. CAUTION: REVISION
<br /> N DWG DRAWING INFORMATION ON THIS DRAWING
<br /> DATE:
<br /> EX EXISTING
<br /> COORDINATE WORK WITH OTHER SITE RELATED DEVELOPMENT CONCERNING TYPE AND LOCATION ,
<br /> 1 CONCEPTUAL SITE PLAN DRAWINGS. FFE FINISHED FLOOR ELEVATION OF UNDERGROUND AND OTHER
<br /> MH MANHOLE UTILITIES IS NOT GUARANTEED TO ,
<br /> 2SCALE:C1 1" = 20'-0" O REFER TO STRUCTURAL DRAWINGS FOR BUILDING DIMENSIONS SF SQUARE FEET BE ACCURATE OR ALL INCLUSIVE.
<br /> 20 0 20 40 60 AND LAYOUT OF SIDEWALKS ADJACENT TO BUILDING PERIMETER. STD STANDARD THE CONTRACTOR IS RESPONSIBLE
<br /> TYP TYPICAL FOR MAKING HIS OWN
<br /> O PRIOR TO INSTALLATION, CONTRACTOR TO VERIFY LOCATIONS OF DETERMINATION AS TO THE TYPE
<br /> AND LOCATION OF UNDERGROUND /
<br /> GRAPHIC SCALE - FEET LIGHT POLES, LANDSCAPING, AND UTILITIES DO NOT CONFLICT AND OTHER UTILITIES AS MAY BE
<br /> WITH SITE SIGN LOCATION SHOWN. IF CONFLICT IS DISCOVERED, NECESSARY TO AVOID DAMAGE
<br /> CONTRACTOR TO NOTIFY OWNER'S REPRESENTATIVE PRIOR TO THERETO. Know
<br /> V�h1t�S b e I o�u
<br /> PROCEEDING WITH THE WORK.
<br /> Call beforeou dig. cel
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