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0
LIST OF DRAWINGS
FINAL CLOSURE CONSTRUCTION DRAWING LIST
SHEET No. 1 TITLE SHEET
SHEET No. 2 SITE PLAN AND INDEX MAP y 0 BA S —D
SHEET No. 3 GRADING PLAN
SHEET No. 4 GRADING PLAN DEPARTMENT O PUBLIC W
SHEET No. 5 GRADING AND BORROW PLAN
SHEET No. 6 GRADING AND BORROW PLAN
SHEET No. 7 GRADING PLAN
SHEET No. 8 GRADING PLAN CONSTRUCTION #�mwLANS FOR
SHEET No. 9 GRADING PLAN
SHEET No. 10 PALADINO ROAD OFFSITE BORROW PLAN
SHEET No. 11 PALADINO ROAD OFFSITE BORROW HAUL ROAD PLAN BAKERSFIELD CITY SANITARY LANDFIL
SHEET No. 12 DETAILS AND SECTIONS
SHEET No. 13 DETAILS AND SECTIONS
SHEET No. 14 DECK AREA TOP OF SUBGRADE SOIL LAYER FINA C OSURE
SHEET No. 15 APPROXIMATE TOP OF REFUSE VERSUS EXISTING TOPOGRAPHY
SHEET No. 16 UTILITY RECORD DRAWING
SHEET No. 17 SITE FENCING PLAN
Dings Co. Tulare Co. Inyo Co.
1��Ny ventura co.
N.T.S, COUNTY OF KERN
NOTES:
1) HORIZONTAL AND VERTICAL CONTROL WILL BE ESTABLISHED BY
CONTRACTOR.
2) THE CONTRACTOR SHALL POSSESS THE CLASS (OR CLASSES)
OF LICENSE AS SPECIFIED IN THE "NOTICE TO CONTRACTORS".
3) SURVEY REFERENCE POINTS BELOW HAVE BEEN ESTABLISHED BY CITY OF BAKERSFIELD.
SURVEY CONTROL POINTS:
PT NO NORTHING FASTING ELEVATION
AT -2 2339088.58 6278640.99 670,11
AT -3 2339099.21 6280884.86 767.35
CITY OF BAKERSR
D, CA LIFORNIA
PUBLIC WORKS DEPARTMENT
LOCATION MAP
NO T TO SCALE
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
1-800-642-2444
TWO WORKING DAYS
BEFORE YOU DIG
File Name: 2390201—FINAL CLOSURE PLAN
Job No.: 2J9-02-01
Dote: 06/07/11
QRpF ESS /ONq
01- M.
CO 9�
Q.) �►
RCE # 39880
CIV 11-
OF CAX-
Draw 7: JEM
Engir eer: DGW
Chec ed BY, DGW
F• •
r
d NO TE.-
THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING
r
a Y'r,��' VALID LICENSES. -
C1.4 SS
ICENSES:
CLASS A
NO TE.-
THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
QROF SS/OHq` PREPARED UNDER THE RESPONSIBLE CHARGE OF:
to v cn
No.
APPROVED BY: C-051930
�r Ex 3o'!2 * '1
SI9T CjV�LOF CAL
LDIC: RC `051930 TTEN ,1 DATE
PUBLI WORKS -3=n DIRECTOR DATE
APPROVAL RECOMMENDED BY:
t
- WJM%1144��
CIVIL ENGINEER IV — DE GN ENGINEERING DATE
cCtO)WN]EIK '1C'(0)1N]E
]ElN(G][1'4]E]E1 ][T4 Gr, ][ItkkTtCa
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.cornerstoneeng.com
REVISIONS
DA TE DESCRIP TION
SOLI TE DIRECTOR DATE
BAKERS /E -D CITY SANITARY LANDFILL / FINAL CLOSURE
FINAL CLOSURE PLAN -- COVER SHEET ID, S - / Y 0
SHEET NO.
1 OF 17
�O
I
ROUND
O
R`�tiR
CHINA GRADE
KERN
SANITARY
��
LANDFILL
D
m
m
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BAKERSFIELD
CITY
SANITARY LANDFILL
a
PANORAMA LN.
LANE
CHR�S�MP
W
a
UNIVERSITY
AVE
W
U
�
o
w
JG'
AUBURN ST
178
J
W
�S
N
PUBLIC WORKS DEPARTMENT
LOCATION MAP
NO T TO SCALE
UNDERGROUND SERVICE ALERT
CALL: TOLL FREE
1-800-642-2444
TWO WORKING DAYS
BEFORE YOU DIG
File Name: 2390201—FINAL CLOSURE PLAN
Job No.: 2J9-02-01
Dote: 06/07/11
QRpF ESS /ONq
01- M.
CO 9�
Q.) �►
RCE # 39880
CIV 11-
OF CAX-
Draw 7: JEM
Engir eer: DGW
Chec ed BY, DGW
F• •
r
d NO TE.-
THE CON TRA C TOR MUST POSSESS THE FOL L 0 WING
r
a Y'r,��' VALID LICENSES. -
C1.4 SS
ICENSES:
CLASS A
NO TE.-
THE CON TRA C TOR SHALL CONTACT THE USA L OCA TOR
SERVICE 1-800-642-2444, 48 HOURS PRIOR TO
EXCA VA TION.
QROF SS/OHq` PREPARED UNDER THE RESPONSIBLE CHARGE OF:
to v cn
No.
APPROVED BY: C-051930
�r Ex 3o'!2 * '1
SI9T CjV�LOF CAL
LDIC: RC `051930 TTEN ,1 DATE
PUBLI WORKS -3=n DIRECTOR DATE
APPROVAL RECOMMENDED BY:
t
- WJM%1144��
CIVIL ENGINEER IV — DE GN ENGINEERING DATE
cCtO)WN]EIK '1C'(0)1N]E
]ElN(G][1'4]E]E1 ][T4 Gr, ][ItkkTtCa
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.cornerstoneeng.com
REVISIONS
DA TE DESCRIP TION
SOLI TE DIRECTOR DATE
BAKERS /E -D CITY SANITARY LANDFILL / FINAL CLOSURE
FINAL CLOSURE PLAN -- COVER SHEET ID, S - / Y 0
SHEET NO.
1 OF 17
F,
0
_..
,r t , , , ,��=�-''i i!' %'� ;�� �', ,'� t� � �, `\ � '� ; 7 •) CONSTRUCTfON NOTES
01 CLEAR AND GRUB
SURVEY CONTROL AT -3 NOTE:
1
ti���l;'r`! SEE SHEET NO. 10 FOR PALADINO ROAD 2 CONSTRUCT FINAL COVER SYSTEM
` 1 S :1 l t t I -41 \ re�'a�_ -. ?�✓ `, a J t t \! fir/ \ _ $ r /� gid°\tel. / 1 ( (� l asse�OJ_..., \ _. \ \� /`-.\ 0 1 2
i, v. ira� �.-..- /i f, t j `v �, - / �,. iii \7 i , �e y ///,• . �4 (\J , ( )�\ ; 1� BORROW GRADING BORROW SOURCE #3)
l`VJ/-�/ AT .:
^�iJ�1 i /'' { aR, Yti - - , fig,'} •.\ ��� �' 1 1 t. \ =_ �' �Z _ / Cta�l' \ : `, \ �i,_i ../ _ i / �` bs 1 l aa� I d /'
h7 5 , 3o CONSTRUCT PAN LYSIMETER PER PROJECT SPECIFICATIONS
` , j % i, /moo - � �..� _ - r' ,��- _ ,,tet � -�"'� `\,-� ( �----.._ _ _ - -' ---_ ---'- - _„- ! !I /' /, I r J , � � > •\
_ PROTECT IN LACE
_.�. -
/ r,
, ,i , 0 SITE
rJ
\ J-. / ./ :-•.., .i't - ! t s \ 3
is $j..- _ --,._} .__.---(erg ,; /• ...-L_ �- _ _.� ._teial-' ( __..._.`-__.� ._.__.___- - _ ."i-te,5 _ `�. (a>5 /. , \ ! ROAD
L
-- CONSTRUCT ACCESS
,
FLARE S
'' ( 13
OUR 2 ` I
CONSTRUCT TOP D ERM
-
`,_
,i,` -_ _`YaQQj °°•, ,, _ 're. `\ __. ,% r`_'- - ---�/ `_"- - -.•Ce -less)---__.---------'--- _.__ `w,.._., - \ \ , / •! \ \ i / 7
TOP DECK DRAINAGE T
12
- CONSTRUCT 0 LE
r'
!
'1
�, � „. _.__ ~._ _-_--'--_. _—.....----. _.-- ,� � ./ ._ --__---_-^-•-._.._..� •-(v,N _f>,o)_._.. -._.` � ..�,..,,\� r -'i��os)i / 1i( � `; l / yi % +' t r
•. l
- .._ _ ---- 4.__..___.-_.__-- � , i CONSTRUCT METAL FLUME DOWNDRAIN
'
/
/
_ -- .,_ � ;( 9 Q n - ._-....... -___,____..._...__._--__._.._.�!>zo)--_.—___.'_'__. � - 1� -.,`1 -..� , \ , • �i��� b .. �� � i � S ,\ f ./ /i �// l r �' t "__-� \ � � 1 2
,. .. . ' ,... '��. _.~.. ----- a '•,_--_.._.,-_---_-_.__....._-..._____'-.-.' .�6° e, !: ' Y>r '•`� ,—_. pso) .-,----"____..__._-..-- ,�,.!)vT--- '�-... \ >=-: ._�, ,' :-,. ,,, t ----•-- '� `
L `
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ins `. \ v -- � - ,__,•-._:��.;°J.-, �., � �� . \� --- �._ \. � \
-RAP PAD PER
CONSTRUCT RIP
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L
9
1
12
\\tea,.
�, MONUMENTS
tia
�. �~ \ 10 GONSTRUCT SURVEY SETTLEMENT
`---.lecs)- - - __.-.....,`��`•,.w✓ �+,� f' , / '.9j\, / / i' �,•" _.. -- \ `.---1 ~ .J\\\ /%, /'t �' '`l,�' l���sl' PoJ\� i �, 1 7 i '� % �� , •\\,.\. O 13
�- .__..-"` __.. _._..--_"' •.... �'^._ ..•.-..✓ / ! �I % 1, _ l� : �
,
, , 'Doo)--____.__`-___. _,_.. .-.,. -... i / n+ � \ - ._._ - \\ % � \�_..., _ 1 i : •, %' � }i � � rti•: ` � 1 , t � %�/ .r � , i \
CONSTRUCT BENCH
\ r
I41f ! i�
1 ,
s
t /t ,
f 12
__�. ,_.�, _ -__. �-.,--- it f,/,� ; � ' i
____-_- _-'- -__.� � -, � t ' `!>, �/%o � � '% �— _._ CONSTRUCT BENCH CROSSING
_ — c --- / /
_ _ _ ,� \,_
,
+�' � . 12 12
,�/ it � ,`
- >w ADJUST TO FINAL SURFACE
' �\ '^ .'""_-----�_^- \ 1 \•---'...,i' \ -- �\ (sol •',� //` �',f �� i ! (-`t 1 1 ,1� 1, i t y'�-(�
END LE -
`� r;;;� / ��' i 'v --� i,, �.�` �, ss ,. ,�\'•, , I ; ! ;.�� � ,' ,>' � 14 EXCAVATE TO FINAL SURFACE SHOWN (MANDATORY BORROW)
r�V i -'r V 15 CONSTRUCT BENCH g
PHEET 3 �r �, v o __� � __� H E T 4 vy E 1� O., ;� .rt�'� =;' �` /,%' t\`� i ;1-1' E T 6 PROPERTY LINE 12
! — NEW FENCE LINE 16 REMOVE CHAIN LINK FENCE
�� \ \\ _ --•\ i _ �' �;'`, 1 1 , �; y I; EXISTING FENCE LINE 17 CONSTRUCT CHAIN LINK FENCE; LOCATE GATE PER
PLAN PER CALTRANS STD DWG A85
520 EXISTING CONTOUR
- \ tiI rj20 FINAL COVER SYSTEM DESIGN 18 APPLY EROSION CONTROL HYDROSEED
\\� CONTOUR (SEE SHEET 2
��%�� ''\ �\ �\ f \ r '' j ' ;•�°;'t;= f'- - "'' , %`.��)t i' I \ 522 19 INSTALL STRAW ROLL EROSION CONTROL MEASURE
DESIGN INTENT STATEMENT)
---._(xis _.. / / C+'t r � r! -- ' `• ( \.•/' �' 1 3
-
20 APPLY EROSION CONTROL DRILL SEED
ti FLOW LINE
�, / .•.. / ;'� - �� rz _ - _ - = �` - OR TRAPEZOIDAL 6
1 V DITCH
�'.';` �,`, � �- <-' � - -----_ �r-—f. —+► -�• 21 INSTALL 12" DIAMETER BIO -LOG
_ CHANNEL 135
--- �- NSTALL SANDBAG CHECK DAM
._-Se-tki�'•}" `^\\ �'�� .�-(ns)-,\� "�~.. '/ i /,+� =' `a... '71l!!r'� � '1 j{ 1~ C 22 t
j�!jt� i � TOP/TOE 0 0 13
_ 2
-_ =� - /, ___._.__. - j i� FINAL COVER ON SOUTH SLOPE
-\ / -�,: 23 CONSTRUCT IN L
/ 0
N. =�.� �--=__- - -- %'i ON-SITE ■ I ■ I ■ I ®AP ROXIMATE LIMIT OF WASTE
BORROW
EXISTING LFG LINE 4
24 CONSTRUCT FINAL COVER
/01 ✓ J �- % r� i' SOURCE #1 TERMINATION AT BURN ASH SLOPE
BURN ASH \•, e _ 4� �_ l .� %. - — -
APPROXIMATE LIMIT OF EXISTING 13
SOIL COVER REMOVAL/RECOMPACTION
SLOPEBAKERSFIELD CITY PO CE 25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN-PLACE SOIL
0
TRAN MITTING TOWER
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
bc� _ -_..'� STRAW ROLL
.
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
�,� =' - SUBGRADE SOIL PRIOR TO PLACEMENT OF FINAL COVER
ANO'Rp MA a ------- \ a ®BORROW SOURCE (SEE DESIGN INTENT STATEMENT PER SHEET 2) AND 1
12
I GATE // EXISTING GW MONITORING WELL 26 PLACE UNCLASSIFIED FILL
SSHEET 8
SHEET 7
SHEET 14 AND 15
`° - 0 EXISTING LFG EXTRACTION WELL
J
® EXISTING LFG CONDENSATE SUMP
-- - �► EXISTING POWER POLE
SETTLEMENT MONUMENT
AT3
__-..... _..-.-POINT
:. ....._..... _...__... _.._._.._.._. _..._...__.... __..._...__...__._..__.... __....____._..._...._..__..._._...__._...____.....__...__....._..._......-------- ...._.__...... 767.35 SUR EY CON OL
O=SHEET
DETAIL OR SECTION NAME
GRAPHIC SCALE200' 100' 0' 100' 200' NUMBER
( IN FEET)' CONCRETE
1 inch = 200 ft. ABBREVIATIONS
DESIGN INTENT STATEMENT
HVC HORIZONTAL/VERTICAL CONTROL
GENERAL NOTES PGG PORTLAND CEMENT CONCRETE DURING THE ESTABLISHMENT OF THE DESIGN CONTOURS FOR THE FINAL COVER SYSTEM THE
HDPE HIGH DENSITY POLYETHYLENE ENGINEER UTILIZED MINIMUM GRADIENTS OF 2.5 -PERCENT (WHERE SHOWN) AND MINIMUM
1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES 9. PERMANENT SURVEY MONUMENTS ARE TO BE PLACED AT HVC POINTS LLDPE LINEAR LOW DENSITY POLYETHYLENE THICKNESS OF 36 -INCHES FOR THE MONOLITHIC ENGINEERED FINAL COVER SYSTEM OVER A
BETWEEN THE INFORMATION SHOWN ON THESE DRAWINGS AND CONDITIONS IN AT -2 AND AT -3. THESE WILL PROVIDE A REFERENCE FOR SETTLEMENT WWM WELDED WIRE MESH 6 -INCH PREPARED (SCARIFIED AND RECOMPACTED) SUBGRADE SOIL SURFACE, THE DESIGN INTENT
THE FIELD IN WRITING PRIOR TO START OF CONSTRUCTION. AND ARE TO BE MAINTAINED OR REPLACED AS NEEDED, HP HIGH POINT IS TO GRADE AND PREPARE A SUBGRADE SURFACE ESTABLISHED BY THE DESIGN CONTOURS FOR
THE FINAL COVER SYSTEM AND TO PLACE 36 -INCHES OF FINAL COVER SOIL OVER 6 -INCHES OF
2. DETAILS OF CONSTRUCTION, MATERIALS AND WORKMANSHIP NOT SHOWN 10. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TBS TEXTURED BOTH SIDES PREPARED (SCARIFIED AND RECOMPACTED) SUBGRADE SOILSURFACE, THIS PROJECT IS BASED ON
IN THESE DRAWINGS SHALL CONFORM TO THE PERTINENT REQUIREMENTS OF TO PROTECT FROM DAMAGE EXISTING UTILITIES WHICH ARE TO REMAIN IN MIL 1/1000 OF AN INCH THICKNESS AND GRADIENT OF FINAL COVER AND NOT LINE AND GRADE, THE THICKNESS OF THE
THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD PLACE. ANY DAMAGE DONE BY THE CONTRACTOR'S OPERATIONS SHALL BE TW TOP OF WALL EXISTING INTERIM COVER OVER THE REFUSE AREA HAS BEEN DETERMINED TO VARY FROM LESS
SPECIFICATIONS (2006) AND ANY APPLICABLE CONTRACT SPECIFICATIONS. EXPEDITIOUSLY REPAIRED OR RECONSTRUCTED TO THE ENGINEER'S TYP TYPICAL THAN 1 -FOOT TO AS GREAT AS 9 -FEET. (SEE DETAIL 1 ON SHEET D-1 FOR THE FINAL COVER *CONTOURS SHOWN
SATISFACTION AND AT THE CONTRACTOR'S SOLE EXPENSE WITHOUT LFG LANDFILL GAS SYSTEM DETAIL)
3, CONTRACTOR SHALL PROVIDE ALL UTILITIES (WATER, ELECTRICAL, AND ADDITIONAL COMPENSATION.DECK AND SLOPE AREAS: ANY EXISTING COVER SOILS WITHIN THE 3 -FOOT THICK FINAL COVER AT 5 INTERVALS
BASE
TELEPHONE SERVICE) REQUIRED TO SUCCESSFULLY COMPLETE ANY AND ALL CMB CRUSHED MISCELLANEOUS SYSTEM ZONE TO BE USED FOR THE SUBGRADE SHALL BE REMOVED TO ALLOW FOR FULL
CONSTRUCTION ACTIVITIES. 11. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE PLACEMENT OF THE 3 -FOOT MONOLITHIC FINAL COVER SYSTEM. THE FINAL COVER SYSTEM SHALL
RESPONSIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF NTS NOT TO SCALE BE PLACED OVER 6 -INCHES OF SCARIFIED AND RECOMPACTED INTERIM COVER SOIL, OR
4. EXCEPT AS SHOWN ON THE DRAWINGS, ALL EXISTING FENCES, CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND CY CUBIC YARDS SUBGRADE SOIL AND COMPACTED.PROFESS/PREPARED UNDER THE RESPONSIBLE CHARGE OF:
OH
MONITORING WELLS, PROBES, GAS LINES, VALVES, AND THE ENTIRE GAS PROPERTY, AS REQUIRED BY THE CONTRACT DOCUMENTS, GB GRADE BREAK ��o WH q� F
COLLECTION SYSTEM, SHALL BE PROTECTED FROM DAMAGE OR BE REPLACED FS FINISHED SURFACE
AT THE CONTRACTOR'S EXPENSE. 12. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH THE PROJECT FL FLOW LINE THESE DRAWINGS WERE PREPARED BASED ON GROUND SURVEY TOPOGRAPHIC MAPS OF THE
SPECIFICATIONS AND THE PROJECT CONSTRUCTION QUALITY ASSURANCE LANDFILL. THE SURFACE OF THE LANDFILL AT PRESENT AND FOR THE DURATION OF THIS c No,
INV PIPE INVERT CONTRACT IS NOT NECESSARILY THAT SHOWN AS EXISTING CONTOURS ON THE GRADING PLAN C-051930
5. TOPOGRAPHY WAS DONE BY THE KERN COUNTY SOLID WASTE (CQA) MANUAL.
DEPARTMENT IN DECEMBER OF 2010. GRID TICKS ARE BASED ON NORTH AC ASPHALT CONCRETE DUE TO DIFFERENTIAL SETTLEMENT OF THE LANDFILL MASS AND RE -GRADING FOR MAINTENANCE
7k �
OZ OUNCE PURPOSES
13. THE CONTRACTOR SHALL KEEP A COPY OF ITS OWN HEALTH AND . IT IS ANTICIPATED THAT BOTH THE HORIZONTAL AND VERTICAL ALIGNMENT OF
AMERICAN DATUM OF 1983 (NAD 83). CALIFORNIA COORDINATE SYSTEM C1Vtl.
BENCHES ROADS DRAINAGE IMPROVEMENTS AND DESIGN CONTOURS FOR THE FINAL COVER s� ��
ZONE VI NAD $3 IS TO BE USED FOR ALL SURVEY WORK. HORIZONTAL AND SAFETY PLAN ONSITE. ALL CONTRACTOR PERSONNEL AND CF CUBIC FOOT � � 9T R� 1Lao (o0�
SUBCONTRACTORS ARE REQUIRED TO READ AND ADHERE TO THE SYSTEM MAY BE MODIFIED TO MEET THE DESIGN INTENT, PRIOR TO CONSTRUCTION OF ANY FOP CAL\F� DERRILL G. WHITTEN JR DATE
VERTICAL CONTROL POINTS ARE SHOWN ON SHEET 2. LF LINEAL FOOT IMPROVEMENT, THE CONTRACTOR SHALL VERIFY ACTUAL FIELD CONDITIONS, uC: C-051930
PROVISIONS AS SET FORTH IN THE HEALTH AND SAFETY PLAN AT ALL TC TOP OF CURB
6. ALL ELEVATIONS ARE IN FEET AND DECIMALS THEREOF AND ARE BASED TIMES. IN ADDITION, THE CONTRACTOR SHALL ALSO REGULARLY CONDUCT CSP CORRUGATED STEEL PIPE FIELD MODIFICATIONS OF GRADES AND ELEVATIONS OF EARTHWORK, OR REALIGNMENT OF SURFACE cCtO)lEZ1�]E)� �'7C'�O>1ylE
ON THE 2" IRON PIPE W/KCS BRASS CAP MARKING THE EAST 1/16 CORNER AND KEEP RECORDS OF SAFETY TAIL GATE MEETINGS. OC ON CENTER AND SUBSURFACE IMPROVEMENTS MAY RESULT IN AN ADJUSTMENT OF CONTRACT BID —
OF THE SOUTHEAST 1/4 OF SECTION 10, T29S., R28E., M.D.M. SHOWN 14. THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES TS TRANSFER/RECYCLING CENTER QUANTITIES. SUCH MODIFICATIONS DO NOT CONSTITUTE A CHANGE IN THE "CHARACTER" OF THE 1E_N Gr1[W1E1EF 11W(G, 11TW(C.r
HEREON AS AT2. PERTAINING TO OFFSITE DRAINAGE WITH OTHER GENERAL CONTRACTORS WORK, AS THESE ADJUSTMENTS ARE ANTICIPATED, AND ARE TYPICAL OF LANDFILL CLOSURE los OAK STREET 717 PIER v1Ew WAY
ONSITE. CONSTRUCTION. AS SUCH, THE CONTRACTOR ACKNOWLEDGES BY EXECUTING THE CONTRACT FOR BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
7. CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT FORTY-EIGHT TEL: (661) 325-9474 TEL: (760) 722-3495
HOURS BEFORE EXCAVATION. THIS PROJECT, THAT IT IS AWARE THAT SUCH MODIFICATIONS AND ADJUSTMENTS WILL OCCUR FAX: (661) 322-0129 FAX: (760) 722-3490
15, CONTRACTOR SHALL CEASE BORROW ACTIVITIES IF DURING THE BORROW AND THAT THIS OCCURRENCE IS FACTORED INTO THE EARTHWORK (SUBGRADE DEVELOPMENT FILL,
8. CONTRACTOR SHALL COORDINATE WITH THE CITY OF BAKERSFIELD ON ALL OPERATIONS CULTURAL OR PALEONTOLOGICAL ARTIFACTS ARE DISCOVERED. 6" SCARIFIED AND RECOMPACTED EXISTING INTERIM COVER SOIL LAYER OR SUBGRADE SOIL AND CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL ALSO NOTIFY THE ENGINEER OF SAID DISCOVERY. SURVEY CONTROL POINTS FINAL COVER SYSTEM) UNIT PRICES FOR THIS PROJECT. www.comerstoneeng.com
PT NO NORTHING EASTING ELEVATION REVISIONS
AT -2 2339088.58 6278640.99 670.11
No. DA TE DESCRIPTION
AT -3 2339099.21 6280884.86 767.35
1 / /
File Name: 2.390201 -FINAL CLOSURE PLAN Drawn: IEM BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 239-02-01 Engineer.' DGW
Date: 06/07/11 Checked By DGW SITE PLAN AND INDEX MAP /m,5 --/yo 2 OF 17
s
9
CITY OF BAKERSF/ELD, CALIFORNIA
CONSTRUCTION NOTES
(1 CLEAR AND GRUB
O CONSTRUCT FINAL COVER SYSTEM 12
5O CONSTRUCT ACCESS ROAD 13
6� CONSTRUCT TOP DECK EARTH BERM �2
O CONSTRUCT TOP DECK DRAINAGE INLET 12
C� CONSTRUCT METAL FLUME DOWNDRAIN 2
O CONSTRUCT RIP -RAP PAD PER 4
12
10 CONSTRUCT SURVEY SETTLEMENT MONUMENTS 1
13
11 CONSTRUCT BENCH 2
12
12 CONSTRUCT BENCH CROSSING 8
17 CONSTRUCT CHAIN LINK FENCE; LOCATE GATE PER
PLAN - PER CALTRANS STD DWG A85
18 APPLY EROSION CONTROL HYDROSEED
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE 13
20 APPLY EROSION CONTROL DRILL SEED
22 INSTALL SANDBAG CHECK DAM 13
24 CONSTRUCT FINAL COVER 4
TERMINATION AT BURN ASH SLOPE 13
25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN-PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINAL COVER
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND e
26 PLACE UNCLASSIFIED FILL
LEGEND
- v PROPERTY LINE
-X-)(--X--X- NEW FENCE LINE
--X---X---X--X-- EXISTING FENCE LINE
520 EXISTING CONTOUR
W 520- FINAL COVER SYSTEM DESIGN
w CONTOUR (SEE SHEET 2
522 DESIGN INTENT STATEMENT)
--+► --r- —� FLOW LINE
W V—DITCH OR TRAPEZOIDAL
W -�►
CHANNEL
- - - - - TOP/TOE OF SLOPE
W
Z ■ ■ I ■ I ■ APPROXIMATE LIMIT OF WASTE
_I EXISTING LFG LINE
_ - APPROXIMATE LIMIT OF EXISTING
I-
SOIL COVER REMOVAL/RECOMPACTION
/rte STRAW ROLL
BORROW SOURCE
S EXISTING GW MONITORING WELL
Q5 EXISTING LFG EXTRACTION WELL
® EXISTING LFG CONDENSATE SUMP
EXISTING POWER POLE
® SETTLEMENT MONUMENT
AAT3SURVEY CONTROL POINT
767.35
1 DETAIL OR SECTION NAME
12 SHEET NUMBER
CONCRETE
qoflisWS'OH�\
No.
C-051930
sr Cf Vl� �P
�F OF CALlF47��
* CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
DERRILL G. WHITTEN JR. / DATE
LIC: C-051930
c001[b1y]E1 S`;'7r(0)'N1E
11314 Gr][ME]EI .][1NIG, ][WC,
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
REVISIONS
No. I DATE I DESCRIPTION 1
1-71 / /
MATCHLINE -SEE SHEET 7 I'S -2-71 / /
File Name: 2390201—F/NAL CLOSURE PLAN
PUBLIC WORKS DEPARTMENT lJob No.: 239-02-01
Date: 06/07/11
JEM
r)gineer DGW
Checked By DGW
BAKERSFIELD CITY SANITARY LANDFILL
GRADING PLAN
/ FINAL CLOSURE
SHEET NO.
3 OF 17
th
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C/7Y OF BAKERSFIELD, CALIFORNIA
MATCHLINE -SEE SHEET 8
File Name: 2390201—FINAL CLOSURE PLAN
PUBLIC WORKS DEPARTMENT Job No.: 239-02-01
Date: 06/07/11
Dro wn: JEM
Engineer.' DGW
Checked By DGW
CONSTRUCTION NOTES
U1 CLEAR AND GRUB
�2 CONSTRUCT FINAL COVER SYSTEM 1
12
�5 CONSTRUCT ACCESS ROAD 13
O CONSTRUCT TOP DECK EARTH BERM 6
12
Q�v
�7 CONSTRUCT TOP DECK DRAINAGE INLET
12
O CONSTRUCT METAL FLUME DOWNDRAIN 3
12
O CONSTRUCT RIP—RAP PAD PER 4
12
10 CONSTRUCT SURVEY SETTLEMENT MONUMENTS 1
13
11 CONSTRUCT BENCH 2
12
12 CONSTRUCT BENCH CROSSING 8
12
17 CONSTRUCT CHAIN LINK FENCE; LOCATE GATE PER
PLAN — PER CALTRANS STD DWG A85
@APPLY EROSION CONTROL HYDROSEED
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE 7
13
20 APPLY EROSION CONTROL DRILL SEED
INSTALL SANDBAG CHECK DAM 5
22
13
(2 )CONSTRUCT FINAL COVER 4
TERMINATION AT BURN ASH SLOPE 13
9REMOVE, RELOCATE AND RECOMPACT EXISTING IN—PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINALCOVERG
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND
26 PLACE UNCLASSIFIED FILL
L
A
— —
PROPERTY LINE
Q5
EXISTING
LFG EXTRACTION WELL
®
—X--X--X—X
NEW FENCE LINE
+-
EXISTING
POWER POLE
®
--)�---X--X---X-
EXISTING FENCE LINE
520
EXISTING CONTOUR
W-520-
uiCONTOUR
FINAL COVER SYSTEM DESIGN
uj
(SEE SHEET 2
=
522
DESIGN INTENT STATEMENT)
U
—w- --a— —t—
FLOW LINE
W
V—DITCH OR TRAPEZOIDAL
W
i
CHANNEL
— — — — —
TOP/TOE OF SLOPE
W
■ ■ I ■ I ■
APPROXIMATE LIMIT OF WASTE
EXISTING LFG LINE
_
V
— — —
APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
STRAW ROLL
® ®
BORROW SOURCE
A
EXISTING
GW MONITORING WELL
Q5
EXISTING
LFG EXTRACTION WELL
®
EXISTING
LFG CONDENSATE SUMP
+-
EXISTING
POWER POLE
®
SETTLEMENT MONUMENT
®AT3 SURVEY CONTROL POINT
767.35
1 DETAIL OR SECTION NAME
12[=SHEET NUMBER * CONTOURS SHOWN
CONCRETE AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
eR�F WH oTF
Z �� y
No.
C-051930
sj CIV11, • �P
9lF � CAL1E0�� =��-�
DERRILL G. WHITTEN JR. DATE
LIC: C-051930
1E1N(Grl[W1E1E1K1[1NGr, llwc..
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD. CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.cornerstoneeng.com
REVISIONS
No. DA TE DESCRIP TION
171 //
271 / /
BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
GRADING PLAN /o..57 1 J y d
SHEET NO.
4 OF 17
F' -
W
W
W
W
W
W
Z
V
Q
Fm
nA\IeTMI It mrl^Ll Ll^"rMC%
t0
W
W
M
W
ui
t/f
w
Z
J
V
F -
Q
CONSTRUCTION NOTES
O8 CONSTRUCT METAL FLUME DOWNDRAIN 3
12
4
9O CONSTRUCT RIP—RAP PAD PER 12
10 CONSTRUCT SURVEY SETTLEMENT MONUMENTS 1
13
11 CONSTRUCT BENCH 2
12
12 CONSTRUCT BENCH CROSSING 8
12
14 EXCAVATE TO FINAL SURFACE SHOWN
15 CONSTRUCT BENCH $
12
17 CONSTRUCT CHAIN LINK FENCE; LOCATE GATE PER
PLAN - PER CALTRANS STD DWG A85
18 APPLY EROSION CONTROL HYDROSEED
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE
13
20 APPLY EROSION CONTROL DRILL SEED
INSTALL 12
21 " DIAMETER BIO—LOG 6
13
INSTALL SANDBAG CHECK DAM 5
13
25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN—PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINAL COVER 1
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND 12
26 PLACE UNCLASSIFIED FILL
LEGEND
PROPERTY LINE
—X—X—X—X- NEW FENCE LINE
—X---X---X—X- EXISTING FENCE LINE
520 EXISTING CONTOUR
-520--- FINAL COVER SYSTEM DESIGN
CONTOUR (SEE SHEET 2
522 DESIGN INTENT STATEMENT)
-i- --a- FLOW LINE
V -DITCH OR TRAPEZOIDAL
CHANNEL
— — TOP/TOE OF SLOPE
■ 1 ■ 1 ® 1 E APPROXIMATE LIMIT OF WASTE
EXISTING LFG LINE
— APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
/"--� STRAW ROLL
® BORROW SOURCE
G�-,F',PAIG SCALE
,
(IN FEET)
i
®
EXISTING
GW MONITORING WELL
®
EXISTING
LFG EXTRACTION WELL
0
EXISTING
LFG CONDENSATE SUMP
+►
EXISTING
POWER POLE
SETTLEMENT MONUMENT
AAT3 SURVEY CONTROL POINT
767.35
1 DETAIL OR SECTION NAME
2 SHEET NUMBER
;y CONCRETE
* CONTOURS SHOWN
AT V INTERVALS
QRpFESS/ONgI PREPARED UNDER THE RESPONSIBLE CHARGE OF:
o
No.
C-051930
sj9l CIVIL
F OF CALIEO ERRILL IG ITTEN JR. bATE
LIC: C-051930
cCtO>1E�.1�lEl[b.�'7[��O�I�IE _
1El4(Gr][1v]E1E1K1[14(Gr, )[1§41(C..
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
� REVISIONS �
No. DATE I DESCRIPTION
171 / /
MATCHLINE -SEE SHEET 9
File Name.' 2390201 -FINAL CLOSURE PLAN Drawn: JEM BAKERSF/ELD CITY SANITARY LANDFILL/ FINAL CLOSURE SHEET NO.
CITY OF B�4KERSFIELD, C�LI�QRNIA PUBLIC WORKS DEPARTMENT ✓ob No.. 239-02-01 Engineer.' DGW
Date: 06/07/11 Checked By DGW I I GRADING PLAN / 0,S - /yo 5 of 17
L�
W
W
W
W
W
Z
V
Q
F,
il
0 Q ATH
I
QD
Ul ;
C/7Y OF BAKERSF/ELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
File Name: 2J90201 -FINAL CLOSURE PLAN
Job No.; 239-02-01
Dote: 06/07/11
Dro wn: JEM
Engineer., DGW
Checked By DGW
CONSTRUCTION NOTES
O CLEAR AND GRUB
14 EXCAVATE TO FINAL SURFACE SHOWN
18 APPLY EROSION CONTROL HYDROSEED
20 APPLY EROSION CONTROL DRILL SEED
21 INSTALL 12" DIAMETER BIO-LOG6
13
22 INSTALL SANDBAG CHECK DAM 13
LEGEND
PROPERTY LINE
—X—X--X—X NEW FENCE LINE
--X—X---X—X- EXISTING FENCE LINE
520 EXISTING CONTOUR
5207 FINAL COVER SYSTEM DESIGN
CONTOUR (SEE SHEET 2
522 DESIGN INTENT STATEMENT)
--•- —+a- --a— FLOW LINE
V—DITCH OR TRAPEZOIDAL
CHANNEL
TOP/TOE OF SLOPE
■ I ■ I ■ 1 ■ APPROXIMATE LIMIT OF WASTE
------- EXISTING LFG LINE
— APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
—\ STRAW ROLL
® ® BORROW SOURCE
EXISTING GW MONITORING WELL
® EXISTING LFG EXTRACTION WELL
® EXISTING LFG CONDENSATE SUMP
+@ EXISTING POWER POLE
SETTLEMENT MONUMENT
AAT35 SURVEY CONTROL POINT
767.3
1 DETAIL OR SECTION NAME
12 SHEET NUMBER
.n CONCRETE
* CONTOURS SHOWN
AT 5' INTERVALS
�o QRpFESS/ pNgl PREPARED UNDER THE RESPONSIBLE CHARGE OF:
No,
C-051930
CIVIL. ` \ECALC�veh _01'
DERRILL G. WRITTEN JR. DATE
UC: C-051930
_ (coo)1K 1ER;PTOW IE
. ]El4(Gr1[141E1E1K1[14(Gr, 11W(C.r
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD. CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
GRAPHIC SCALE
50' 25' 0' 25' 50' REVISIONS
I;—mi 121W.1011"WIM
( IN FEET) NO. DATE DESCRIPTION
1 inch = 50 ft. A
271 / /
BAKERSF/ELD CITY SANITARY LANDFILL /FINAL
GRADING PLAN
CLOSURE
gyp, s .lyre
SHEET NO.
6 OF 17
MATCHLINE -SEE SHEET 3
�Sp 2 it 19 hyo
\, 25
6'
6'
J
BURN ASH _/
SLOPE
sJ \ \
0
FG .1
.3
25
FG748.2
i{
r;
FG752.2
EXISTING
FENCE
F
C74�0
---f 1
i
rt' l
f `f�
r '
FG753.8
I
1
G7S50
561
BURN ASH 'SLOPE
CONSTRUCTION NOTES
O CLEAR AND GRUB
O CONSTRUCT FINAL COVER SYSTEM 1
12
4U PROTECT IN PLACE
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE 7
13
20 APPLY EROSION CONTROL DRILL SEED
24 CONSTRUCT FINAL COVER 4
TERMINATION AT BURN ASH SLOPE 13
25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN-PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINAL COVER1
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND 12
LEGEND
— —
PROPERTY LINE
—X--)--X—X
NEW FENCE LINE
>(--X—
_V
EXISTING FENCE LINE
520
EXISTING CONTOUR
---520—
FINAL COVER SYSTEM DESIGN
CONTOUR (SEE SHEET 2
522
DESIGN INTENT STATEMENT)
—*- --�- —+►
FLOW LINE
V -DITCH OR TRAPEZOIDAL
_�.. _�.. ---a•
CHANNEL
25
TOP/TOE OF SLOPE
■ I ■ ■ I ■
APPROXIMATE LIMIT OF WASTE
FG7 \
EXISTING LFG LINE
— —
APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
�-\
STRAW ROLL
®
BORROW SOURCE
O
EXISTING GW MONITORING WELL
Ga
EXISTING LFG EXTRACTION WELL
0
EXISTING LFG CONDENSATE SUMP
$-
EXISTING POWER POLE
09
SETTLEMENT MONUMENT
AAT3
76735
�\
ZZ
/
00
W
W
W
LuW
Z
J
Q
J7
CONSTRUCTION NOTES
O CLEAR AND GRUB
O CONSTRUCT FINAL COVER SYSTEM 1
12
4U PROTECT IN PLACE
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE 7
13
20 APPLY EROSION CONTROL DRILL SEED
24 CONSTRUCT FINAL COVER 4
TERMINATION AT BURN ASH SLOPE 13
25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN-PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINAL COVER1
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND 12
LEGEND
— —
PROPERTY LINE
—X--)--X—X
NEW FENCE LINE
>(--X—
_V
EXISTING FENCE LINE
520
EXISTING CONTOUR
---520—
FINAL COVER SYSTEM DESIGN
CONTOUR (SEE SHEET 2
522
DESIGN INTENT STATEMENT)
—*- --�- —+►
FLOW LINE
V -DITCH OR TRAPEZOIDAL
_�.. _�.. ---a•
CHANNEL
— — — — —
TOP/TOE OF SLOPE
■ I ■ ■ I ■
APPROXIMATE LIMIT OF WASTE
— -
EXISTING LFG LINE
— —
APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
�-\
STRAW ROLL
®
BORROW SOURCE
O
EXISTING GW MONITORING WELL
Ga
EXISTING LFG EXTRACTION WELL
0
EXISTING LFG CONDENSATE SUMP
$-
EXISTING POWER POLE
09
SETTLEMENT MONUMENT
AAT3
76735
SURVEY CONTROL POINT
1 DETAIL OR SECTION NAME
12 SHEET NUMBER
Oxy CONCRETE
* CONTOURS SHOWN
AT 5' INTERVALS
pROFESSPREPARED UNDER THE RESPONSIBLE CHARGE OF:
� 1pNgl
. WH l Fyc�
No, ;0
C-051930
sr
Cl �P
9rF CAL1F0�� DERRILL G. WRITTEN JR. U DATE
LIC: C-051930
00)IR,y]E]R-1C01y1E _
1E14(Gr1[WE1E1K][W(Gr, 1[1N(Cr
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
/ CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
' www.comerstoneeng.com
GRAPHIC SCALE REVISIONS
S0' 25' 0' 25° 50'
i No. DA TE DESCRIP TION
(IN FEET)
/ 1 inch = 50 ft.
2
File Name: 2,390241_F/NAL CLOSURE PLAN Drawn: ✓EM B,gI�ERSF/ELD CITY SANITARY LANDFILL FINAL CLOSURE SHEET N0.
CALIFORNIAPUBLIC WORKS DEPARTMENT Job No.: 239-02-01 Engineer. DGW
CITY OF BAKERSFIELD, _
Dote.- 06/07/19 Checked By DGW GRAD/NG PLAN �.� • 1 �d 7 OF 17
I
`1,
ip
MATCHLINE -SEE SHEET 4
CITY OF BAKERSF/ELD, CALIFORN/A
PUBLIC WORKS DEPARTMENT
File Name., 2390201-F/NAL CLOSURE PLAN
Job No.: 239-02-01
Dote: 06/07/11
Drawn: ✓EM
Engineer DGW
Checked By DGW
CONSTRUCTION NOTES
O1 CLEAR AND GRUB
�2 CONSTRUCT FINAL COVER SYSTEM 2
4� PROTECT IN PLACE
16 REMOVE CHAIN LINK FENCE
17 CONSTRUCT CHAIN LINK FENCE; LOCATE GATE PER
PLAN — PER CALTRANS STD DWG A85
18 APPLY EROSION CONTROL HYDROSEED
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE 13
20 APPLY EROSION CONTROL DRILL SEED
23 CONSTRUCT FINAL COVER ON SOUTH SLOPE 13
24 CONSTRUCT FINAL COVER 4
TERMINATION AT BURN ASH SLOPE 13
25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN—PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINALCOVERQ
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND
9PLACE UNCLASSIFIED FILL
LEGEND
PROPERTY LINE
—X—X—X—X NEW FENCE LINE
—X---X--X—X- EXISTING FENCE LINE
520--- EXISTING CONTOUR
---520FINAL COVER SYSTEM DESIGN
CONTOUR (SEE SHEET 2
—
522 DESIGN INTENT STATEMENT)
--► -+► --� FLOW LINE
V -DITCH OR TRAPEZOIDAL
W-� -; -� CHANNEL
— — — — — TOP/TOE OF SLOPE
■ I ■ ■ I ■ APPROXIMATE LIMIT OF WASTE
W
W --- -- EXISTING LFG LINE
- — - APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
W
Z STRAW ROLL
J
= o ■■ BORROW SOURCE
V
aEXISTING GW MONITORING WELL
Q5 EXISTING LFG EXTRACTION WELL
0 EXISTING LFG CONDENSATE SUMP
+ EXISTING POWER POLE
SETTLEMENT MONUMENT
AAT3 SURVEY CONTROL POINT
767.35
DETAIL OR SECTION NAME
2 SHEET NUMBER
CONCRETE
PRO ESS
W
No. ;0
C-051930
* CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
Joj(A�ir lCir
ERRILL mGWHIT/T/_0ENz4JRUDATE
LIC: C-051930
_ 00 lK'N]E1[ZS`;r]r0 lE _
lEl4G11WlE1E]FL11WG, 11W(Ca
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
REVISIONS
No. DA TE I DESCRIP TION
171 / /
271 / /
BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
GRADING PLAN /0's - j y,
SHEET NO.
8 OF 17
I
MATCHLINE -SEE SHEET 5
C/Ty OF BAKERSFIELD, CALIFORN/A
PUBLIC WORKS DEPARTMENT
FIIe Name: 2390201—FINAL CLOSURE PLAN
Job No.: 239-02-01
Date. 06/07/11
CONSTRUCTION NOTES
O CLEAR AND GRUB
O CONSTRUCT FINAL COVER SYSTEM 12
�4 PROTECT IN PLACE
11 CONSTRUCT BENCH 1
SEXCAVATE TO FINAL SURFACE SHOWN
16 REMOVE CHAIN LINK FENCE
17 CONSTRUCT CHAIN LINK FENCE; LOCATE GATE PER
PLAN - PER CALTRANS STD DWG A85
18 APPLY EROSION CONTROL HYDROSEED
19 INSTALL STRAW ROLL EROSION CONTROL MEASURE 7
13
20 APPLY EROSION CONTROL DRILL SEED
23 CONSTRUCT FINAL COVER ON SOUTH SLOPE
13
25 REMOVE, RELOCATE AND RECOMPACT EXISTING IN-PLACE SOIL
TO INCORPORATE MATERIAL AS UNCLASSIFIED FILL; SCARIFY
AND RECOMPACT 6" EXISTING INTERIM COVER SOIL LAYER OR
SUBGRADE SOIL PRIOR TO PLACEMENT OF FINAL COVER 1
(SEE DESIGN INTENT STATEMENT PER SHEET 2) AND 2
LEGEND
PROPERTY LINE
—X --X—X--X- NEW FENCE LINE
—X---X---X---X- EXISTING FENCE LINE
—520 EXISTING CONTOUR
---520 - FINAL COVER SYSTEM DESIGN
CONTOUR (SEE SHEET 2
522DESIGN INTENT STATEMENT)
--a- -a- -a- FLOW LINE
V -DITCH OR TRAPEZOIDAL
CHANNEL
— — — — TOP/TOE OF SLOPE
■ I ■ I ■ I ■ APPROXIMATE LIMIT OF WASTE
EXISTING LFG LINE
- APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
STRAW ROLL
® BORROW SOURCE
At
EXISTING
GW
MONITORING WELL
z
EXISTING
LFG
EXTRACTION WELL
®
EXISTING
LFG
CONDENSATE SUMP
EXISTING POWER POLE
SETTLEMENT MONUMENT
AAT35 SURVEY CONTROL POINT
767.3
1 DETAIL OR SECTION NAME
12 SHEET NUMBER
CONCRETE
* CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
QROFEWSSIOrygl
W � M
No.
C-051930
CIV11. �P
orfOF CA1 IEO�N ti f[ 241(
4DERIL�L G. WHIlT N JR. DATE
LIC: C-051930
(C01R.1y1E1[. `;ll"(0)'N1E
lEl4(Grl[W E]E]K][14(Gr,. IWC.
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE. CA 92054
TEL: (661) 325-9474 TEL: (76D) 722-3425
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
REVISIONS I
No. I DA TE I DESCRIP TION 1
171 / /
Drawn: ✓EM BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
Engineer: DGW
Checked By DGW GRADING PLAN /n, s' -Iy0
SHEET NO.
9 OF 17
I
o
rm
0
rd
1
()d
Z
y
�s
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS oePaarMeNr
SETBACK
780
775
770
760
_755
740
File Nome. • 2390201 -FINAL CLOSURE PLAN
Job No.: 239-02-01
Date: 06/07/11
I
Drawn: JEM
Engineer: DGW
Checked By DGW
O
5:1
CONSTRUCTION NOTES
I
14 EXCAVATE TO FINAL SURFACE SHOWN (MANDATORY BORROW)
I NOTE: A COBBLE/BOULDER CAP CONTAINING
ABUNDANT (UP TO 60%) HARD ROUND CLASTS
RANGING UP TO 18" IN DIA. IS LOCATED ON THE
SITE AT ELEVATIONS ABOVE 806. THE QUANTITY
OF THIS MATERIAL IS ESTIMATED AT 16,400 CY.
SEE PART F, PAGE F-23 FOR A REPORT DETAILING
I THE GEOTECHNICAL CHARACTERISTICS OF THE
PROJECT BORROW SITES.
m
LEGEND
- - PROPERTY LINE
— — — — — TOP/TOE OF SLOPE
® BORROW SOURCE
GRAPHIC SCALE
40' 20' 0' 20' 40'
(IN FEET)
1 inch = 40 ft.
* CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
�O QRflF N
SIO
WgI
PIP
No,
C-051930
clo-
L;& M YA,9rF CAL1E0C� 2i�
DERRILL G. WHITTEN J r DATE
LIC: C-051930
C(0)1kk-W IE I[k';"IDOW IE
y
1E14G1[W E]E1RLlT4Gt 11WC-
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
t
REVISIONS
No. DA TE DESCRIP TION
qj z - !
2 / /
BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
OFF—SITE BORROW GRADING
SHEET NO.
10 OF 17
rm
0
rd
1
()d
Z
y
�s
CITY OF BAKERSFIELD, CALIFORNIA PUBLIC WORKS oePaarMeNr
SETBACK
780
775
770
760
_755
740
File Nome. • 2390201 -FINAL CLOSURE PLAN
Job No.: 239-02-01
Date: 06/07/11
I
Drawn: JEM
Engineer: DGW
Checked By DGW
O
5:1
CONSTRUCTION NOTES
I
14 EXCAVATE TO FINAL SURFACE SHOWN (MANDATORY BORROW)
I NOTE: A COBBLE/BOULDER CAP CONTAINING
ABUNDANT (UP TO 60%) HARD ROUND CLASTS
RANGING UP TO 18" IN DIA. IS LOCATED ON THE
SITE AT ELEVATIONS ABOVE 806. THE QUANTITY
OF THIS MATERIAL IS ESTIMATED AT 16,400 CY.
SEE PART F, PAGE F-23 FOR A REPORT DETAILING
I THE GEOTECHNICAL CHARACTERISTICS OF THE
PROJECT BORROW SITES.
m
LEGEND
- - PROPERTY LINE
— — — — — TOP/TOE OF SLOPE
® BORROW SOURCE
GRAPHIC SCALE
40' 20' 0' 20' 40'
(IN FEET)
1 inch = 40 ft.
* CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
�O QRflF N
SIO
WgI
PIP
No,
C-051930
clo-
L;& M YA,9rF CAL1E0C� 2i�
DERRILL G. WHITTEN J r DATE
LIC: C-051930
C(0)1kk-W IE I[k';"IDOW IE
y
1E14G1[W E]E1RLlT4Gt 11WC-
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
t
REVISIONS
No. DA TE DESCRIP TION
qj z - !
2 / /
BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
OFF—SITE BORROW GRADING
SHEET NO.
10 OF 17
I
m
±15 ACRES
PURCHASED
IN 2001
J�l
i
�l.
ER ZONE
:HASED IN 2004
MAIN GATE
WE
r'r
KEITH AND MACK OIL
LARGER PARCEL
ON-SITE BORROW
SOURCE 92
ON-SITE /900
o 11 SOURCIE91
i
—.r --aft r ,V
HAUL ROUTE
PALADINO ROAD
BORROW AREA
(BORROW SOURCE, 93)
GRAPHIC SCALE
500' 250' 0' 250' 500'
( IN FEET)
1 inch = 500 ft.
LEGEND
— — PROPERTY LINE
® ® BORROW SOURCE
NOTE: CITY OF BAKERSFIELD SHALL PROVIDE ALIGNMENT AND
MAXIMUM GRADE CRITERIA FOR PALADINO ROAD BORROW
ACCESS ROAD. CUT AND FILL SLOPES AND GRADING FOR
ACCESS ROAD BY CONTRACTOR SHALL NOT EXCEED 2:1.
* CONTOURS SHOWN
AT 5INTERVALS
voVESS/pHq PREPARED UNDER THE RESPONSIBLE CHARGE OF:
v
No. ;0
C-051930
Cl
F OF CALJE DERRILL G. WHIlf6N JR. DATE
LIC: C-051930
- COIRLW EIR .S;"TOME _
1El4(G l[T41E]E1 1114 Gr, 11W C..
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
�— --- — \ www.comerstoneeng.com
REVISIONS
No. DA TE DESCRIP TION
I
I
File Name: 2390201 -FINAL CLOSURE PLAN Drown: JEM BAKERSFIELD CITY SANITARY LANDFILLFINAL CLOSURE SHEET NO.
CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 239-02-01 Engineer DGW �
CITY DF BAKERSFIELD,
Date.- 06/07/11 Checked By DGW OFF_ SITE BORROW HAUL ROAD PLAN /0-s!Y o 11 of 17
4
PROPOSED
SURFACE EXISTING
*PER PLAN
*PER PLAN
W= 13 TO 31,
PER PLAN SURFACE
EXISTING
PROPOSED
15' MIN
6»
SURFACE
SURFACE
BENCH
12"
�
w
PER PLAN
1
01
12" MIN.
6 -----
(0
�? J
Q (S E NOTE 1) �
z W
11 E: H U H - T 0�I-
--
-____�-. -
D
0 _
1 I�'
1
6"
(SEE NOTE 2)
- "' l5E
EXISTING ? / /
``
\ 3% -
6" CONCRETE WITH
6x6 -10x 10 WWM
INTERIM
COVER, I �\ \\
\ \ \ \ \
D=12"
TO 30„
VARIABLE
EXISTING
DEPTH �\
/
NOTES: WAST
, /
PROPOSED SUBGRADE \-
�s�\NG
SURFACE
NOTE:
SECTION A A
1 CONTRACTOR SHALL REMOVE AND RECOMPACT EXISTING IN-PLACE
COVER 5
dJ �'
ELEVATIONS ARE RELATIVE, FOR
SOIL AS UNCLASSIFIED FILL MATERIAL.
n
NOTE:
CONSTRUCTION PURPOSES. SEE
PLAN
2) SCARIFY AND RECOMPACT 6" OF EXISTING INTERIM COVER SOIL OR SUBGRADE SOIL
PROVIDE 12" MINIMUM CROSS SLOPE ON ALL BENCHES
FOR ACTUAL ELEVATIONS.
PRIOR TO PLACEMENT OF 3 -FOOT
15' MIN BENCH
THICK (ADDITIONAL) FINAL COVER SOIL LAYER.
FINAL COVER SYSTEM 1
TYPICAL BENCH 2
NTS 1 2
NTS 1 2
w
IZ
-i
O
b*
FINISHED GRADE
LANDFILL
SURFACE
PER PLAN
0
A
o ,�, �,
.-.
w
OIO 0
O ~
�'n
p
° .
CONSTRUCT PIPE \
STAKE ANCHOR PER_
N o 0 0 0 0 0
\_16
w o g
#4 BARS 0 6 00 o a
�
° r-
»
58.5
\
CALTRANS STD D87D /
OZ GEOTEXTILE PLACED ON THE
OC EACH WAY � �
p w
o
� a . o a o ��
o �"'�'� B w
\ \
BOTTOM AND SIDES OF EXCAVATED
SUBGRADE
vw
o .: ° o °
° o Of
>
CLASS 500 LB
3„ CLR 1 '
4-'' 7
� 3
* b, D PER PLAN \
PACIFIC CORRUGATED PIPE CO. CONTRACTOR SHALL MAINTAIN THE FINAL
0 RIPRAP
o
0 0 0
NOTE;
CUTOFF
WALLS TO BE PLACED UPSTREAM AND/OR
°
, p
O
�00. o o °'�
°
BIG MAC: b=24 , COVER SECTION BELOW ALL
" D=12" 1
DOWNDRAINS AND BENCH
o 0 o NOTE;
�,,, � �? `- � ELEVATIONS ARE RELATIVE,
DOWNSTREAM
OF DRAINAGE STRUCTURES PER DETAILS
3 a
SEE
p a
� �
7- -V . ° °
3
METAL FLUME _
. ° SECTION
SUPER MAC: b=32", D=15" _
CROSSINGS
�Op 00 ACTUAL ELEVATIONS PER PLAN
o
_
Q o
METAL FLUME DOWNDRAIN
00- AQ
11-4 4 �1
CONCRETE CUT—OFF V1/ALL 5
c�
0
a
p McCARTHY INLET
° STARTER SECTION
COLLAR OF 2" PIPE L 3.9"x2„
MIN GALV
SECTION A—A
METAL FLUME 3
DOWNDRAIN
NTS 12
O
�p
LO
A
02 HINLET SECTION
OO EXTEND INLET WIDTH, W
EXTEND
0.8"
_
DRILL AND TAP1 "
� +
GB
�`c TO MATCH BENCH
CROSSING WIDTH, W.
FOR 0.5"00.5"
BOLT T
100.00 FL
O
A A
(
1
-VARIES
WELD 2 DIA HOLE
CLIP
BRACKET +
O O ul
O OO
101,00 FG 101.00 FG
FLUME 0.60" '�
' 0.75" 1.6" � 1.6"
TOE O � TOE
3:O O � O O �
PCO 4.5' 7,5'
PLAN
0
CLIP BRACKET
EXCAVATE SUBGRADE O o0 o
O a
5
i �� \ 1
1.6„ PIPE STAKE 71
TO PROVIDE TRANSITION
` �� TOP DECK
„
D=FROM 12 TO 30
LONG EA SIDE OF FLUME
TO OUTLET CONDITION-N,<,U
— _ __ _ _
TOP DECK
VARIES
15' MIN BENCH *
VARIESlow "d METAL FLUME INLET SECTION
EARTHEN BERM
FLATTEN OR POINT
101.00 FG
METAL FLUME STARTER SECTION
PIPE STAKE ANCHOR DETAIL
10'*
--11
100.00 FL
TOP OF METAL 3
METAL FLUME DOWNDRAIN 3
RIP—RAP PAD 4
PER PLAN TOP DECK BERM C
_
D (VARIES) 6.67%.
FLUME SEE _
NTS 1 2
NTS 12
NTS 2I
(� -_
3- % -
*
_
I
_o _
1
-� -6” CONCRETE
WITHI-
-
6x6-1000 WWM
PER PLAN 5:1
SECTION B—B
6'-8" INLET OPENING
TOP DECK
EARTHBERM
A
* BENCH WIDTH VARIES
RTH
METAL FLUME 3 METAL
DOWNDRAIN 6
6"
FLUME
METAL FLUME (10' STD LENGTH) INLET 6'
PIPE STAKE
° VARIE °
BENCH CROSSING f DOWNDRAIN NOTE:
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
eROF WH ole
6x6 -10x 10
WWM
INLET FINISHED CONCRETE
ANCHOR
APRON
B
�Fy
�? all
J.— SURFACE WITH CUTOFF WALL B a p
CONTRACTOR SHALL MAINTAIN THE FINAL COVER
�` ��
(� 4" CONCRETE
.. i I -I TOP OF --
°p
FLUME
5 ° ° 2
° �° c� oo
L_
SECTION 1 BELOW ALL DOWNDRAINS
AND BENCH CROSSINGS
k N0,
C-051930
_ _
(_
III_ v- m
I
-.4 1
'q. `° o
- — BOTTOM OF
- - _� 12 -III
I — �I I
III (I
o o v.
v :.v
R
-
,sj9l CIV1� ���P
F
— �
18 METAL FLUME
= I I`I I I— 5
I I= i '-
CUTOFF 5
WALL
BENCH
C R O S S I N G v
O CAMEO DERRIL� G. WHIITEN J ( DATE
4 6
_ =III=1 _
I I—I I(
-
NTS 12
LIC: C-051930
I- CUT OFF WALL
i
(I I I- PIPE STAKE OVERLAP 4"± AT ALL JOINTS
o VARA
a a. o .a.
(C(0)1KNIEIkk �'7F(0)WIE
=El11T4
ANCHOR UPPER SECTION INSIDE
1ET4 G ]1W1E]E1 G , ][Tq(C,.
_ _
illI,;,III�� III=� (= I= I — (( _�--I _ I_I�II((II�II
51
—
SECTION B B
TOP DECK 6
Y
208 OAK STREET 717 PIER VIEW WAY
BAKERSREID, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX, (661) 322-0129 FAX: (760) 722-3490
_
BERM PER -
PER PLAN 5;1
SECTION A—A
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
PLAN
REVISIONS
TOP DECK EARTH BERM AND DRAINAGE INLET(7No.
DA TE DESCR/PT/ON
NTS
Q2
1 f
2 � �
Fr/e Nome: 2390201_F/NAL CLOSURE PLAN
Drown: JEM
BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
SHEET NO.
CITY OF BAKERSFIELD, CALIFORNIA
PUBLIC WORKS DEPARTMENT
Job No.: 239-02-01
Engineer: DGW
Dote: 06/07/11
lChecked By. DGW
DETAILS AND
SECTIONS / O , S 1/yo
12 OF 17
0
I1
m
LEGEND
PROPERTY LINE
NEW FENCE LINE
EXISTING FENCE LINE
520-
EXISTING CONTOUR
—520—
EXISTING
FINAL COVER SYSTEM DESIGN
EXTRACTION WELL
EXISTING
CONTOUR (SEE SHEET 2
522
EXISTING
DESIGN INTENT STATEMENT)
—►- —�-
—�- FLOW LINE
V—DITCH OR TRAPEZOtDAL
CHANNEL
— — — —
— TOP/TOE OF SLOPE
— — —
— APPROXIMATE LIMIT OF WASTE
EXISTING LFG LINE
—
— APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
STRAW ROLL
BORROW SOURCE
EXISTING
GW
MONITORING WELL
EXISTING
LFG
EXTRACTION WELL
EXISTING
LFG
CONDENSATE SUMP
EXISTING
POWER POLE
SETTLEMENT
MONUMENT
SURVEY CONTROL POINT
DETAIL OR SECTION NAME
SHEET NUMBER
DECK AREA TCIP CSF S1.113GRADF SIIRFACF SC)II 1 AYFR NnTFS
1. CCNTCURS ~ • •li' • ,i i • • OF FOOT • i •• i' SOLLAYER
•• OF 6--4NCH THICKPREPARED RE• AND R•i EDEMSTING INTERIM
C0\/ER SOL LAYER OR SUBGRADE SOL).
2. NUMBERS SHOIAN RIEFIRESENT DEPTH OF SCIL TO BE REMO\ED \A11HIN THE ZONE
INDICATED • •• OF • • PREPARED (SCARIFIED alt • R • ••
EM •' • Y SOIL LAYER SOL •• SIUBGRADE SOL!' WMS EXISTING
3. THE •!' 6—INCHES OF EMS7ING INTERIM• MER aWACE SI-IALL BE •D
PRIOR TO PLACE)VENT CF FINAL C0\ER SEE Aft,
r.nKIRTRIIC:TInN NnTFS
R • 't •• -- Ems-nNG IN-PLACE SOLTO
INCORPORATE MATERIAL AS UNCLASSIFIED FILL, SCARIFY AND
•• • EmY •• T SOL LAYER •'
SUBGRADE SOL PRIOR TO PLACEMENT OF FINAL COVER 'A
(SEE DESIGN INTENT STATEl/ENT PER SHEET 2) AN[
GRAPHIC SCALE
100' 50' 0' 50' 100'
( IN FEET)
1 inch =100 ft.
rs$X2,8
r. `(s
\ (s90
1 7'
.' _'735 '.
2.
,
i
_... _
61�� 00
i%
i ('
CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
I LIC: C-051930 -
Q0)lk'N1E1RS`;7IF0N]E
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www, corn erston eeng. com
REVISIONS
No. DATE DESCRIPTION
File Nome: 2390201 -FINAL CLOSURE PLAN Drown: JEM BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE SHEET NO.
CITY CSF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 239-02-01 Engineer. DGW 17
Dote., 06/07/11 Checked By DGW DUCK AREA TOP OF SUBGRADE SOIL LAYER /o . s • l y D 14 of
i
_... _
61�� 00
i%
i ('
CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
I LIC: C-051930 -
Q0)lk'N1E1RS`;7IF0N]E
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL ENGINEERING AND LAND SURVEYING
www, corn erston eeng. com
REVISIONS
No. DATE DESCRIPTION
File Nome: 2390201 -FINAL CLOSURE PLAN Drown: JEM BAKERSFIELD CITY SANITARY LANDFILL / FINAL CLOSURE SHEET NO.
CITY CSF BAKERSFIELD, CALIFORNIA PUBLIC WORKS DEPARTMENT Job No.: 239-02-01 Engineer. DGW 17
Dote., 06/07/11 Checked By DGW DUCK AREA TOP OF SUBGRADE SOIL LAYER /o . s • l y D 14 of
-- -- - - ----(720)
CITY OF Q
-- W LEGEND
--- _ 0 — — PROPERTY LINE
NEW FENCE LINE
EXISTING FENCE LINE
520EXISTING CONTOUR
1-520FINAL COVER SYSTEM DESIGN
;% 8 — W CONTOUR (SEE SHEET 2
522 DESIGN INTENT STATEMENT)
' —�► --�► --► FLOW LINE
—mowV—DITCH OR TRAPEZOIDAL
CHANNEL
TOP/TOE OF SLOPE
—__ ■ i ■ 1 ■ 1 ■ APPROXIMATE LIMIT OF WASTE
EXISTING LFG LINE
- — - APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
STRAW ROLL
® BORROW SOURCE
EXISTING
GW
MONITORING WELL
EXISTING
LFG
EXTRACTION WELL
EXISTING
LFG
CONDENSATE SUMP
EXISTING
POWER POLE
SETTLEMENT
MONUMENT
LIC: C-051930
(C01[k.1N1E1R "'lr(0)11141E
_
1E1WG1[W1E1E1K1[1114(Gr, 11W(C..
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL
ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
REVISIONS
No.
DA TE
DESCR/P TION
1
/ /
a�)
�.•,
m
0
v
ti
W
O
cz
CITY OF Q
-- W LEGEND
--- _ 0 — — PROPERTY LINE
NEW FENCE LINE
EXISTING FENCE LINE
520EXISTING CONTOUR
1-520FINAL COVER SYSTEM DESIGN
;% 8 — W CONTOUR (SEE SHEET 2
522 DESIGN INTENT STATEMENT)
' —�► --�► --► FLOW LINE
—mowV—DITCH OR TRAPEZOIDAL
CHANNEL
TOP/TOE OF SLOPE
—__ ■ i ■ 1 ■ 1 ■ APPROXIMATE LIMIT OF WASTE
EXISTING LFG LINE
- — - APPROXIMATE LIMIT OF EXISTING
SOIL COVER REMOVAL/RECOMPACTION
STRAW ROLL
® BORROW SOURCE
EXISTING
GW
MONITORING WELL
EXISTING
LFG
EXTRACTION WELL
EXISTING
LFG
CONDENSATE SUMP
EXISTING
POWER POLE
SETTLEMENT
MONUMENT
SURVEY CONTROL POINT
DETAIL OR SECTION NAME
SHEET NUMBER
PUBLIC WORKS DEPARTMENT
NOTE:
APPROXIMATE TOP OF REFUSE CONTOURS PROVIDED BY
KERN COUNTY SOLID WASTE DEPT - BASED ON FIELD INVESTIGATION
POTHOLING.
CUT VALUES ARE FROM TOP OF EXISTING GROUND TO TOP OF TRASH
File Name: 2390201 -FINAL CLOSURE PLAN Drawn: JEM
Job No.: 239--02-01 Engineer. DGW
Date: 06/07/11 Checked By DGW
GRAPHIC SCALE
50' 0' 50,
(IN FEET)
1 inch =100 ft.
(6>S�
_ 680 )
-3.5 3
_
0
(12i'
810
.j
00
' t
r'
i!r
t '
* CONTOURS SHOWN
AT 5' INTERVALS
PREPARED UNDER THE RESPONSIBLE CHARGE OF:
W )�
a No.
C-051930
s�ql CI V11.
F
CP CAl.1Ea�
DERRILL G. WHITTEN JR t DATE
LIC: C-051930
(C01[k.1N1E1R "'lr(0)11141E
_
1E1WG1[W1E1E1K1[1114(Gr, 11W(C..
208 OAK STREET 717 PIER VIEW WAY
BAKERSFIELD, CA 93304 OCEANSIDE, CA 92054
TEL: (661) 325-9474 TEL: (760) 722-3495
FAX: (661) 322-0129 FAX: (760) 722-3490
CONSULTING CIVIL
ENGINEERING AND LAND SURVEYING
www.comerstoneeng.com
REVISIONS
No.
DA TE
DESCR/P TION
1
/ /
SFIELD CITY SANITARY LANDFILL / FINAL CLOSURE
APPROXIMATE TOP OF REFUSE VERSUS EXIST/NG TOPOGRAP,-lY
/D. S• Yb
SHEET NO.
15 OF 17
I
-7
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File Name: 2390201 -FINAL CLOSURE PLAN Drawn: JEA4 BAKERSFIELD CRY SANITARY LANDFILLFINAL CLOSURE SHEET NO.
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