HomeMy WebLinkAboutPDP 01E; ENCINA EFFLUENT PUMP STATION; Site PlanCURVE TABLE
CURVE ARC ANGLE RADIUS TANGEN
Ci) 90 8'-10" 8'-10"
® 90 10'-0" JO' -0"
1" • JO' ------5 0 10
LENGTH
13'-J0,50"
15'-8.50"
'<C ' j /
!;; ' ""I r
' I
I
I
I
I
I
I
I
I
I
I
J
I
I. ALL WORK DETAILED ON THE CONSTRUCTION DRAWINGS,
EXCEPT AS OTHER WISE STATED IN THE SPECIAL CONDITIONS
OF THE CONTRACT, SHALL BE CONSTRUCTED IN
ACCORDANCE WITH LEUCADIA COUNTY WA TER DISTRICT
STANDARD PLANS AND STANDARD SPECIFICATIONS.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER
AVAILABLE RECORDS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND
ELEVATION, IF REQUIRED. IN THE FIELD PRIOR TO BEGINNING
CONSTRUCTION OF THE NEW FACILITIES.
3. CONTRACTOR SHALL REQUEST UNDERGROUND SERVICE
ALERT 1I-800-422-4I33I AND NON-MEMBER COMPANIES, OR
UTILITIES TO MARK OR OTHERWISE INDICATE THE
LOCA TIONISI OF THEIR SUBSURFACE FACILITIES INCLUDING,
BUT NOT LIMITED TO, STRUCTURES INCLUDING VAULTS,
MAIN CONDUCTORS OR CONDUIT S, AND SERVICE
CONNECTIONS.
NOTICE SHALL BE AT LEAST 48 HOURS PRIOR
TO STARTING WORK AND SHALL INCLUDE ,
A. LEUCADIA COUNTY WATER DISTRICT
B. ENCINA WASTEWATER AUTHORIT Y
C. SAN DIEGO GAS & ELECTRIC
D. PACIFIC BELL
E. VALLECITOS WA TER DISTRICT
F. ANY OTHER CONFLICTING UTILITIES
4. CONTRACTOR SHALL NOT INTERRUPT OR DISTURB ANY
UTILITY F AGILITY WITHOUT AUTHORIT Y FROM THE UTILITY
OR ORDER FROM OWNER , WHERE PROTECTION IS REQUIRED
TO ENSURE INTEGRITY OF UTILITY F AGILITIES IINCLUDING
OWNER UTILITIES) LOCATED AS SHOWN ON THE DRAWINGS
OR VISIBLE TO CONTRACTOR OR MARKED OR OTHERWISE
INDICATED AS STATED HEREIN, CONTRACTOR SHALL, UNLESS
OTHER WISE PROVIDED, FURNISH AND PLACE ALL NECESSARY
PROTECTION AT NO ADDITIONAL COST TO OWNER.
5. UPON LEARNING OF THE EXISTENCE OR LOCATION OF ANY
UTILITY F AGILITY OMITTED FROM OR SHOWN INCORRECTL Y
ON THESE DRA WINGS, OR IMPROPERLY MARKED OR
OTHER WI SE INDICATED, CONTRACTOR SHALL IMMEDIATEL Y
NOTIFY THE OWNER, PROVIDING FULL DETAILS AS TO DEPTH,
LOCATION, SIZE, AND FUNCTION.
COM
CAMP DRESSER & McKEE INC.
1925 Palomar Oaks Woy, Suite 300
Carlobod, CalWamia 92008
(760) 438-7755
tmvlronm,mlaJ .ngineers. scientists.
planners, & m011og,,ment r;;onsultanfs
I
I
I
I
I
I
I
I
I
'
" " " " " " " " " " "
EXIST 14" LC WD
FAILSAFE PIPELINE
ABANDON IN PLACE
" " " " " " " ' " ' " ' " ' " ' " " " '' " " " 'I
'' " ' " ' " ' ' ' " ' '' ' " ' '' ' " ' ,, ' " ' " ' " ' ,, ' " ' " ' " ' " ' " i' u ' '' ' ,,
' " ' " ' " ' " ' " ' " " " ii I I
I I
I
I
I
14" PLUG
SEE NOTE 16 -----
I
CONNECT TO EXIST 1,
LCWD 14" FAILSAFE
PIPELINE SEE NOTE 16
AND DTL A/C-3 I
I
I
' I
' ' I
I
8JI
i
I l
' I
/ l
I
,' j
I
MATCH LINE SEE BELOW
T ,1 r 1 I ' I I
I : ,
I ' '' ''
I ' : '
'''
' '
I ,
r-
r-,: ',
\_J /1 1:
~' .')''
',1'
'' ''' ' '
' ' '' 1,'1
I ,I'
' ' ,, ' ' I ct' ,'' ' ' '''
''' '' , ,' r
'1
' '
' I ,' I
' ' ' ' '
' ' '
,' .' I ' '
' ' '
I fl f
' I I 1'
' ' '
' I
J ' i"
' ' ' ,'
REPLANT TREES
ITYPI SEE NOTE 17
TRANSFORMER PAD
SEE NOTE 14 AND SHEET E-
28.85 TC
28.77 FG
2
DRYWE LL
SEE DTL B/C-3 ----
28.97 TC
28.89 FG
\_,, 1, ,.J
. ::s.:i ', .. ,~,}
DISCHARGE
METER PIPING --~
MATCH EXIST
LAND SCAPE BORDER
ELECTRICAL
BUILDING
FF 29.00
29.00
FG
29,00
FG
' "' ' "' J.,_ "'
-;
\ r .(/'1. ~.r 'r ,1 ·t(,
MATCH EXIST CONCRETE
l.AND.5.CAJ'LfillR!lER.... _
RESTORE LANDSCAPING
TO MATCH EXIST
SEE NOTE 17
. REC.ONSTRUCT C.DNCRE.I.E
LANDSCAPE BORDER
MATCH EXIST
CURB ELEVATION
CONSTRUCT CONCRETE
LANDSCAPE BORDER TO MATCH EXIST
-·TRANSFORMER
GUARD POST
SEE NOTE 15
:~!',H---INSTALL GRAVEL
SEE NOTE 21
,r ,'
i l-<' ,• ,f
Bi I
I :c "'· ( ,·J
/
I
MATCH EXIST CURB
AND GUTTER
REPLACE AC PAVEMENT
SEE DTL A/C-4
CONSTRUCT CONCRETE RAMP
SEE NOTE 26
MATCH EXIST
CURB ----.J
I ,// I .,_
\
\
MATCH EXIST
CURB
VERTICAL TURBINE
PUMPS
6" W X 6 " H CURB
SEE DTL M/S-2
FUTURE PUMPS
29.6 TC
29.10 FS
• 0 •
I t ~ g::
10" DIA ~IP tn ,-
1 PIPING I BELOW GROUND
1 16 " DIA DIP lSUCTJON PIPING
!BELOW GROUND ! ---------------------_______ ...J,...______________ -
I 29.6 TC
29.10 FS
I MATCH EXIST
I CURB
PUMP STATION
1 SEE SHT M-I
GUARD POST
ITYPl SEE DTL D/C-4 1 ;,;__·r ,
29.6 TC
~9_J0_ fS
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I r-
1
I
I
I
I
I
I
I
I
I
I I
I
I :
I
I :
I : I
I :
I I
I :
I I
I I
I I
.J i I l j
I I
I I
I I
I I
I
I
I
I
I I
I I
I I ,
I I
I I I I I
I '
28.5± FS
SEE NOTE 19
f-XI:, Tt,\lG
L,'-iL Cl-.:f,'1/t=
BL:fL n,r1v__;
~ l -t T ~ j ....L---t~ l':XISTHJ I SPUTT~B~
'll,,,,,,x-·"'•-• .. ---?~j-T_t,l ~ ~J'friyps:-'-ER
ar:::=-,r •f~,--L . r---+-~-~FUTURE .... :....... I •.' I ,,,-, I . SURGE TANK : .. ::::~ f f I I ,. I
:\ii[ j I it+ ~1 f-~~g~~TE PAD
.......... I I I I '-L-' ,..,,.-£1(/STMJ
: 1 : L---t---~ ;-L/9HT POLE
~~:~ ~~c. ; . ! .. -~ -----\= REPLACE EXIST -· ~,~>/
I I r ~;'5 ;1t,,o GRAVEL
INSTALL GRAVEL I I
_________ SEE N_?TE 21_ _ _ _ _ . __ , _________ ~ _________ _
' "'
CONSTRUCTION NOTES
6. ALL OPERATIONS CO NDUCTED ON THE PREMISES, INCLUDING
THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR
RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT,
CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED
GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD
BETWEEN 7,00 A,M. AND 4,30 P.M. EACH DAY, MONDAY
THROUGH FRIDAY, AND NO EARTHMOVING OR GRADING
OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON
WEEKENDS OR HOLIDAYS UNLESS PRIOR WRITTEN APPROVAL
IS OBTAINED FROM THE OWNER.
7. STORAGE OF MATERIAL AND EQUIPMENT, CONTRACTOR
SHALL NOT STORE MATERIALS OR EQUIPMENT ON PRIVATE
OR PUBLIC PROPERTY WITHOUT WRITTEN PERMISSION
APPROVING SUCH USE FROM THE PROPERTY OWNER ISl. SAID
WRITTEN PERMISSION SHALL BE SUBMITTED TO THE OWNER
PRIOR TO CONTRACTOR MOVING MATERIALS OR EQUIPMENT
ONTO SITE.
8. THE CONTRACTOR AGREES TO ASSUME
SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE
CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
PROJECT, INCLUDING SAFETY OF ALL PERSONS AND
PROPERTY, THAT THESE REQUIREMENTS SHALL APPLY
CONT!NUOUSL Y AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND,
INDEMNIFY AND HOLD THE LEUCADIA COUNTY WATER
DISTRICT, THE ENCINA WASTEWATER AUTHORITY AND THE
ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNE CTION WITH
PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR
LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE
LEUCADIA COUNTY WATER DISTRICT OR THE ENGINEER.
9. IN ALL OPERATIONS. THE REQUIREMENTS OF THE STATE
DIVISION OF INDUSTR IAL SAFETY FOR TRENCHES,
EXCAVATIONS AND SHORING SHALL APPLY. SAFETY IS
STRESSED. ANY OPERATION OR SITUATION THAT THREATENS
THE SAFETY OR WORKERS OR THE PUBLIC, INCLUDING
IMPROPER TRAFFIC CONTROL, SHALL CAUSE THE SUSPENSION
OF WORK UNTIL CORRECTIONS ARE MADE .
REVISIONS
NO. BY DATE REMARKS
10. CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL
WORK WITH THE OWNER. CONTRACTOR SHALL NOTIF Y THE
OWNER 48 HOURS IN ADVANCE OF ANY REQUIRED
EQUIPMENT SHU T-DOWN AND SHALL NOT PROCEED WITHOUT
THE WRITTEN APPROVAL OF THE OWNER .
11. CONTRACTOR SHALL PROVIDE EROSION CONTROL MEASURES
TO CONTROL SOIL MOVEMENT TO THE SATISFACTION
OF THE ENGINEER. 'EROSION CONTROL MEASURES SHALL
INCLUDE, BUT NOT BE LIMITED TO, SLOPE PROTECTION, STILLING
BASINS, SANDBAGS, SILT FENCES, EARTHEN BERMS AND
STORM DRAINS.
12. ALL AREAS TO RECEIVE COMPACTED FILL SHALL BE
INSPECTED AND APPROVED BY THE OWNER'S SOIL ENGINEER
IAND ENGINEERING GEOLOGIST, WHERE EMPLOYED) AFTER
REMOVAL OF UNSUITABLE MATERIAL AND EXCAVATING OF
KEYWA YS AND BENCHES, AND PRIOR TO PLACEMENT OF
SUBSURFA CE DRAINAGE SYSTEMS OR ANY FILL.
13. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WA STE
MATERIALS SHALL BE DEPOSITED AT, A LEGAL SITE.
14. INSTALL TRANSFORMER PAD PER SAN DIEGO GAS AND
ELECTRIC STANDARD 342601.
15, INSTALL PROTECTIVE GUARD POSTS PER SAN DIEGO GAS AND
ELECTRIC STANDARD 3481.J,
16. ABANDON IN PLACE THE PORTION OF THE LC WD 14" FAILSAFE
PIPELINE FROM THE 16" DISCHARGE PIPING CONNECTION POINT
TO THE EXISTING FM JUNCTION STRUCTURE. INSTALL A 14 " PLUG
AT THE DISCHARGE PIPING LOCATION AND INSTALL A 14" BF
AT THE FM JUNCTION STRUCTURE,
17. ALL LANDSCAPED AREAS AND OTHER FEATURES. INCLUDING BUT
NOT LIMITED TO, IRRIGATION, PIPING, VALVE BOXES AND RELATED
EQUIPMENT, CURBS, SIDE WA LKS, AC PAVEMENT, AND FENCING IMPACTED
DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR
TO MATCH EXISTING.
18. TEMPORARY PIPING INST ALL ED AT THE FM JUNCTION STRUCTURE IS
BEING USED TO PUMP EWPCF SECONDAR Y EFFLUENT TO THE LCWD
GWRF. TEMPORARY PIPING SHALL BE REMOVED AFTER NEW PUMP
STATION IS IN SERVICE AND A 14 " DIA DIP BF INSTALLED ON THE 14"
DIA LC WD FAIL SAFE PIPELINE INSIDE THE FM JUNCTION STRUCTURE,
19. EXISTING EFFLUENT SPLITTER BOX ELEVATION OF 28.50 SHALL BE
USED AS REFERENCE ELEVATION FOR CONSTRUCTION OF THE PUMP
STATION.
20. EXISTING TC ELEVATION OF 28.98 SHALL BE USED AS REFERENCE
ELEVATION FOR CONSTRUCTION OF THE ELECTRICAL BUILDING.
21. INSTALL GRAVEL AROUND ELECTRICAL BUILDING, TRANSFORMER AND AT
PUMP STATION AS INDICATED. GRAVEL TYPE SHALL MATCH EXISTING
GRAVEL INSTALLED NEAR THE EFFLUENT SPLITTER BOX.
22. ACCESS ROAD TO EWPCF ACCESS ROAD SHALL BE MAINTAINED
CONTINUOUSLY DURING CONSTRUCTION ACTIVITIES.
23. ALL ABOVE GROUND PIPING SHALL BE PAINTED CML DIP WI TH FLANGED
FITTINGS UNLESS NOTED OTHERWISE. ALL ABOVE GROUND PIPING,
VALVES FITTINGS AND APPURTENANCES SHALL BE RATED FOR MAXIMUM
WORKING PRESSURE OF 200 PSI UNLESS NOTED OTHERWISE.
24. ALL BELOW GROUND PIPING SHALL BE CML DIP WITH RESTRAINED
MECHANICAL JOINTS UNLESS NOTED OTHERWISE. ALL BELOW GROUND
PIPING. VALVES, AND APPURTENANCES SHALL BE RATED FOR A
MAXIMUM WORKING PRESSURE OF 200 PSI AND ENCASED IN PE FOR
CORROSION PROTECTION.
25. AGGREGATE BASE SHALL BE CRUSHED AGGREGATE ONLY, AS SPECIFIED
IN SECTION 200-2 OF THE STANDARD SPECIFICATIONS FOR PUBLIC
WORKS CONSTRUCTION !GREEN BOOK!.
PLACEMEN T SHALL BE AS SPEC IFIED IN SECTION 301-2 OF THE
STANDARD SPECIFICATIONS AND AT THE DEPTH AND LOCATIONS SHOWN
ON THE PLANS.
26. CONSTRUCT CURB RAMP PER APWA STANDARD PLAN 111-1, CASE C.
t---t---+----t------------------1 DESIGNED: cc LEUCA DIA COUNTY WATER DISTRICT
t---t---+----+------------------1DRAWN:
>----+--+-----+-------------------< CHECKED:
WF
JFO
1960 LA COSTA AVE, CARLSBAD, CA 92009
PHONE: (760) 753-0155
FAX: (760) 753-3094
ESTORE LANDSCAPING
TO MATCH EXIST
SEE NOTE 17
_,__
EXIST FM JUNCTION
ST RUCTURE
SEE NOTE 18
0
EXIST VWD
--~-v~----24_"-SE~~ I I
I I I I
t.:A,1S' i',i,\''j L '.,:;,.,I
' ,'<',' ,:::Ar'i' /,t=f f-·.,., -.,.
'
INSTALL 14" BF
i. r
EXIST 14" LCWD
FAILSAFE PIPELINE
-------'-'---·-~ -------------------------------
MATCH LINE SEE ABOVE
ENCINA EFFLUENT
PUMP STATION
SITE PLAN
APPROVED
THIS IS THE APf'ROVED TENTATIVl1 MAP/SITE
PLANPEIICOHOITIONN0,-~0Fn,..,f'NIN8
COMMISSION A£SOLUTION N0.35,.<,:;;,:;. __ -)Cd 6
DATE ______ JU_N_E_19_9_9 ____ _
DWG -~c~-~2~_ SHEET~3~ OF 23
CAD REF. NO. __ C_S_T_PL_O_C_2_,D_W_G ___ _
'" ~ :. 2:" ~
~
t'-W, --~-) ~ ,,
I I
~ T.O. PARAPET
EL 41.67
~ 0
~ T.O. DOOR/WNDW
FL 3G .. l.l
~BO WNDW
EL 35.00
~FIN FLOOR
EL 29.00
-·-
CAMP DRESSER 8. McKEE INC.
1925 Polomor Oaks Way, Suite 300
Carlsbad, California 92008
(760) 438-7755
L'r1v/rcmmenfal engineers. sc;!enfl~-ts,
pior,n,sir~, & mal"/agf!ml'!nt r;DY'/t;.1J/fonl.c;
I ,,-ROOF LEADERS, TYP
1_ GI-ASS B1--0CK, TYP
f----+-+-+-----+--+-+---EB EB EB
VERTICAL CONTRO~'\. I
JOINT, TYP "\J
~--------------------------------------~
-
['[]
I
DA
WEST
ELEVATION
1/4" ,--l'-0"
/8" METAL. COPING. TYP
/
-
I
,,--OVERFLOW SCUPPER. TYP
I I
I
~
-
29'-4" r-. ---------------1£.ffi OVERFLOW SCUPPER,
//1\!:Y TYP OF 2 Tp
: : :
\\\-~ HP EL 40.58DA I \ !£.HP EL 40.58 -/.j I \
_., \ I I . ...._
I
.,.
'
\ \ \
\
SLOPE \ t \ 1/4~-rc.R DA
_,,_, ______
\
I
I i DAt SLOPE i 1/4" PER
FT
\ I II \/
\ I \
\ I HP El-_;
\\ I 40.58
---··--
l 8'-8" TYP
SPLASH BLOCK. /"G"'\/
TYP OF 2 V
\_3/4" STUCCO w/WATERPROOF
FINISH ON EXTERIOR SURF ACES
TO FXTEND TO 6'" BELOW
FINISHED FI..OOR IN ALL AREAS.
COLOR IO MATCH AOMIN BLDG. TYP
_<,'-,
,1••-", & ~ .. , I~ ~r:r~-... ~ ', ... ..., ~ ~ J,,\~ ...,,, ~r ~· k'. ~ -. V ~
I
' '
'-:'
~ I\\
\ ~ ROOF SCUPPER, f& 'ti!!} TYP OF 2
ROOF PLAN
PLAN
1/4" = 1'-0"
,;:,
~ 14'-0"
----
I
~--
~ ---------E j --EB 7· m m i n I I
I
L
LLJ LLJ L w ~ I
SCORE LINE_/ I
REVEAL TO MATCH
ADMIN BLDG DETAIL
....-I ~
....-I -I ~
I
_J
,' ,/ ,.,,,,. ,· ,: ·~·t1;1ii.1l1W¥}l'i\1!t/J4N!/,{\k#t#.?~\iVJ¾\Af¾\¼W'1,\\r;¼f:r,·:1m'f11l~Jf0\¥(~Wti:f',~:;il'i~,1t'f&',1t'r~~;71~s1wrtm~t~1fNA~f~\?i<@l\\f1¾1~~-:~~si:i1·~ ,_ ,_ ' ---------.,. ----.\"· .. '.:,(
NO. BY
EAST
ELEVATION
1/4" = 1'-0"
REVISIONS
DATE REMARKS t-----J---+-----+--------------------1 DESIGNED:
t--·-1-·---1----+--------------------1 DRAWN:
CHECKED:
r-~--t-.;M;c;cTwwi-7"";"9"-9C-t-;;:;c1CcT "Y 'O:;=F--;C;:-;Ac;;R"L;;;SB~A"'D;--;:;,BL"D"G:-. "D-;:-E P"T'. "R"'E-;-;V;;::IS.,lO~N:;::S--7
LGS
MTW
BCM
LEUCADIA COUNTY WATER DISTRICT
1960 LA COST A AVE, CARLSBAD, CA 92009
PHONE: (760) 753-0155
FAX: (760) 753-3094
-::::::>----N -----c:::::::J
DA
~ T.O. PARAPET
EL 41.67
~ T.O. WINDOW
EL 36.33
~B.O. WINDOW
EL 35.00
FIN FLOOR
EL 29.00
l I
FUTURE-__ ,,,...-1~--
A/C UNIT
';;-, , -~ ,,.,;£ ~l~
-----,_ _____ ----...,__
/,
' I
,.
1------------------· ""----
L---------~~~~~~----~
& SOUTH
ELEVATION
1/4" • l'-0"
A/C UNIT___...-·
NORTH
ELEVATION
1/4" = l'-0"
ENCINA EFFLUENT
PUMP STATION
ELECTRICAL BUILDING
ROOF PLAN AND ELEVATIONS
• R:f .... EwAL •
t DATE •
•--~,.,:.__:-1 r('""I • • I .. I..-"" • • • . . . .
CA\..\
r.:'~1 l!.~,.P.'"".·~-~)r":~~~~,""~~~
(;. 'f . '• , '''OI\ ' (l 4:S-<!4 r
DATE JUNE 1999 ------------
DWG __ A_-_l __ SHEET 7 OF 24
CAD REF. NO ____ A_OO_O_O_O_O_I __ _