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<br />0
<br />U
<br />°
<br />W_
<br />0
<br />Cn
<br />E
<br />2
<br />w
<br />U
<br />9 10 11 12 13 14
<br />r1
<br />N: 5 PROPOSED
<br />E: 5768.88 68.88 PRODUCT STORAGE,
<br />52'X 6.5' TYP. SEE SHEET C-105
<br />FOR PAVEMENT MARKING
<br />Ind date I by I ckd l description
<br />N: 5953.19
<br />rE: 5997.30
<br />,. -y
<br />f
<br />A
<br />0
<br />1117118
<br />LAR
<br />CIC
<br />ISSUED FOR
<br />CONSTRUCTION
<br />1
<br />2113118
<br />LAR
<br />CIC
<br />ISSUED FOR ECN 01
<br />2
<br />319118
<br />DMA
<br />CIC
<br />ISSUED FOR ECN 02
<br />3
<br />1014118
<br />LAR
<br />CIC
<br />ISSUED FOR ECN 04
<br />NOTES:
<br />I' 1. TOPOGRAPHIC SURVEY PROVIDED BY
<br />i
<br />N
<br />LTY
<br />B
<br />SEE DWG C-204 FOR 25E2017�GlNEERIRiG DATED AUGUST
<br />I i /QUID UPPLY`TO
<br />N: 5901.82 TDETAILS e t ' , 2. SEPTIC LIFT STATION SHALL BE AN
<br />N:5888.56 - i BUI DINGICAROUSEL.
<br />EVAC ; E.T�fRN EIONE GRINDER PUMP STATION MODEL
<br />E: 54$9.36 E: 5510.99 F
<br />......m___� APORESUPPLY RR TODWG
<br />- - ---- - -
<br />_......... _.-......_. �._.__.....: -:. 10
<br />D11152 (OR APPROVED ALTERNATE)
<br />TO BUILDING
<br />N: 5885.13 PROPANE LINES,
<br />PR - 1' NEW LIG T DUTY
<br />WITH DUPLEX PUMPS CAPABLE OF
<br />•,�_ ASPHAL APPROX. i
<br />E: 5493.01 ____ HANDLING A PEAK DAILY FLOW OF 1 500
<br />PR -101,
<br />TO DWG rt� PROPANE EVAC/ 64 800 SF, SEE GALLONS PER DAY. INSTALLATION
<br />01, SEE NOTE 7
<br />N: 5864.97 N: 5864.97 N: 5864.97 STORAGE TANK DETAIL 3 ON C-201 SHALL BE PER MANUFACTURER'S
<br />�E: 5814.79 /�E: 5839.79 E: 5905.79 500 GAL RECOMMENDATIONS. SEE SHEET C-203
<br />FOR DETAILS.C
<br />I �
<br />co_
<br />_ 3. SUBCONTRACTOR SHALL PROTECT
<br />EXISTING CHAIN LINK FENCE ALONG
<br />10`-6"
<br />I
<br />N: 5842.97
<br />E:5814,79 (] SOUTH, EAST, AN
<br />D NORTH ENDS OF
<br />{J
<br />N: 5838.97 � , '
<br />N: 5842.97 E:5945.79 THE SITE. IF DAMAGE TO THE FENCE
<br />N, 583$.97 E: 5995.79
<br />E: 5$39.79 OCCURS, SUBCONTRACTOR SHALL
<br />PROMPTLY REPAIR OR REPLACE AT NO
<br />COST TO OWNER.
<br />4. SUBCONTRACTOR IS RESPONSIBLE
<br />FOR REPAIRING ANY DAMAGE CAUSED
<br />TO THE EXISTING SITE ENTRANCE BY D
<br />5,,-09r CONSTRUCTION TRAFFIC. REPAIRS
<br />_ -- SHALL BE MADE USING THE
<br />HEAVY-DUTY ASPHALT PAVEMENT
<br />N: 5796.97
<br />' SECTION.
<br />CE: 5839.79 N: 5792.97 N: 5792.97 5. LOCATION OF JERSEY BARRIERS SHALL
<br />E: 5905.79 E: 5g45.7g BE COORDINATED WI OWNER AND/OR
<br />BUILDING PAD, ENGINEER IN THE FIELD.
<br />IVVIXI IVIUIVI /4'
<br />SEE
<br />6 TE
<br />SPACING - STRUCTURAL ID BADGE SCANNER AND KEYPAD GA
<br />COORDINATES AROUND
<br />NEW 1,200 GALLON BUILDING PAD REPRESENT OPENER TO BE INSTALLED ON MIN. 10"
<br />SEE NOTE 5
<br />TIE-IN TO; EX 8" DIA. BOLLARD. SUBCONTRACTOR E
<br />SEPTIC TANK OUTSIDE EDGE OF PAD
<br />PVC WATER LINE;
<br />N: 5768.97 N: 5768.97 N. 5766.35 SHALL PROVIDE SUBMITTAL TO
<br />FORCEMAIN TO E: 5814.79 E: 5839.79 CONCRETE E: 59728 ENGINEER FOR APPROVAL.
<br />OUTLET INTO NEW
<br />DETAIL 7 ON C-201
<br />�` I
<br />8" PVC CL -200 ° 7. SEE CATHODIC PROTECTION
<br />TANK XLINE x:5766.35 1
<br />SPECIFICATION 26 42 00 FOR ALL
<br />WATER
<br />j� E5955.28.
<br />LJ
<br />® w........-..-...- .w..... - - w - - w 4" SANITARY LANDSCAPING TYP.
<br />BURIED PROPANE LINES
<br />---
<br />��_
<br />s
<br />° ° SFE DETAIL 3 ON C-2030 o SEWER
<br />SS
<br />4„ PVC PIPE SLOPED `�--
<br />-ss-_-ss------ss-----ss-----ss-----ss- ss--- S.S.-------TSS` NEWWATER
<br />_ _4 W CONCRETE WJ
<br />1,0.% MIN. TO EXISTING � -, WELL
<br />SEPTIC TANK (FIRST REPAIR ASPHALT _ F
<br />COMPARTMENT)
<br />1.5" HDPE SDR 11 SIDEWALK, TYP, PUMP ��
<br />(HEAVY DUTY) , ;, T NORTH
<br />SEPTIC SEWER -SEPTIC LIFT ® SEE DETAIL 7 2" PV - '
<br />FORCEMAIN
<br />SEWER C CL. 150
<br />SEPTIC MAIN
<br />STATION, ON C-204
<br />I I ENTRANCEWATER LINE
<br />INSTALLED BELOW EX.
<br />EXISTING
<br />SEE NOTE 20
<br />FOR!CEMAtN SHALL BE
<br />s[i
<br />,I
<br />DRIVER / WATER LINE
<br />N: 5706.97 0 20' 40'
<br />_ � __- ----. _. _..__ .._ ____.�--- -__ _ _ � _ _ ...... � E: 5905.79
<br />i
<br />PARKING _ .... _ _.... --. __;- .__�..,.. _ _ _
<br />TRANSFORMER I SGALE IN FEET
<br />NEW PAD, SEE S-102
<br />NEW PAINT ° AND E-102 - WHEEL STOPS, TYP.
<br />DUMPSTER N: 5706.97 . ,
<br />....... 22' X 7.5' DUMPSTER E: 5839.79 B 2„ r' G
<br />N: 5687.07 0 0
<br />E E: 5520.14 4'X 6' OLLARDS 4 / ; lF , f,
<br />1 JOY
<br />° SPACING
<br />N: 56$7.87 ��` -= REMOVE EXISTING 6' AHU PAD, REMOVABLE_
<br />i
<br />N: 5688.29
<br />r1 j' E: 5588.24 E: 5649-46 N: 5687.62 N: 5671.48 SEE S-102 BARRIER POSTS (3)
<br />N: 5671.48 CHAIN LINK FENCE,
<br />E: 5659.46 E: 5713.91 E: 573a.57 APPROX.'310 LF BOLLARDS N: 5666.4a - -EMPLOYEE PARKING,
<br />9 X 20 TYP. SEE
<br />Gti
<br />r
<br />N: 5677.62 N: 5677.62 E: 5937.15
<br />ti N: 5661.48 6' SPACING
<br />N: 5673.07 "` N: 5673.07 E: 5649.46 E: 5659.46 SHEET C-105 FOR ® S LL
<br />E: 5 N: 5661.4$
<br />f E: 552.0.13 E: 5560.14 E. 5933.78 STR' V- NG DETAILS
<br />N: 5666.48',
<br />F2_
<br />--- - ----
<br />I., i 9400 WARD PARKWAY
<br />SEEDWGC-204 FOR595528
<br />INSTALL CONCRETE�- ...:... KANSAS CITY, MO 64114
<br />JOINT DETAILS _ H
<br />ID BADGE SCANNER COLLAR AROUND EX _ ' 816-333-9400
<br />EXISTING ASPHALT' AREA DRAIN
<br />(� [� AND KEYPAD GATE -
<br />APPROX. 23,500 SF �II;NG S' i' KIr-tiny rir-Ir::: rigtP [iAi�llpfl
<br />r� n r w i r r� r"+ r- r w � r�'T' r- n
<br />��F- 114U 1 F v
<br />PAVEMENT LEGEND:
<br />LIGHT DUTY ASPHALT,
<br />z SEE DETAIL 3 ON C-201
<br />z
<br />a
<br />2 HEAVY DUTY ASPHALT,
<br />0
<br />SEE DETAIL 4 ON C-201
<br />z
<br />W
<br />a CONCRETE PAVING,
<br />z SEE DETAIL 6 ON C-201
<br />J
<br />z
<br />o EXISTING ASPHALT (TO REMAIN)
<br />U
<br />06
<br />Cn
<br />z
<br />m
<br />ti
<br />N
<br />N
<br />z
<br />O
<br />larodig Oct 04, 2018 - 10:54am - Z:\Clients\ENS\FerrellGas\102955_BRLathropConst\Design\CADD\Dwgs\ENS\C--1028 Site Plan .dwg
<br />SEE NOTE 4
<br />NEW 4'X U BLUE RHINO SIGN
<br />MOUNTED TO EXISTING
<br />CHAIN LININ FENCE; CURB AND GUTTER WITH HYDRANT'
<br />JANUARY 2018 L. RODIG
<br />'
<br />DRAINAGE OUTLETS,
<br />FENCE, SEE DETAIL ON A-102 SEE NOTE.3 ° designed checked
<br />SEE C-1 03 8" PVC CL -200
<br />EXISTING AND PROPOSED WATER LINE L. RODIG C. CHANG
<br />SITE ENTRANCE, NEW 6'H X �~
<br />30'W AUTOMATED ROLLING TIE-IN TO EX 8" `I'! �` er°'r" i
<br />lgas
<br />GATE PVC WATER LINE i
<br />DETAIL 5 ON C-201 REPAIR ASPHALT"%
<br />(HEAVY DUTY) '
<br />s 3 >
<br />FERRELLGAS BLUE RHINO
<br />= SAN JOAQUIN COUNTY, CALIFORNIA
<br />._pF ESSI
<br />EXISTING 8" �pC� ()i��
<br />,. E SERVIC. � AL\\/ANLL r� CYLINDER PROCESSING FACILITY
<br />WATER LINE Al C,yp SEE NOTE 4 LATHROP, CA J
<br />SITE PLAN
<br />� C84027 -
<br />project contract
<br />102955 -
<br />J'� drawing rev.
<br />-�>1� crVt\-�®1
<br />02B a
<br />OF CA�-1
<br />10/4/2018 sheet 4 of 12 sheets
<br />file C-1028 Site Plan owg
<br />
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