HomeMy WebLinkAbout85-231 SENERAL NOTES
/.NOTICE 70 CONTRACTORS'711E EX/SIENCE AND LOCATION OFANY ONMR6ROUND
U7/LITY PIPES OR SUX7URES SHOWN ON 7HESE PLANS WERE 0B7A/NED BY A SEARCH
OF AVAILABLE RECORDS.APPROVAL Of THESE PLANS BY ME C17Y OF LUT ELS/NOR£ DOES
NOT CONS7/7U7E A REPRESENTATION 45 70 111E ACCURACY OR COMPLETULS5 Of THE Z
LOCA7/ON,NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY, g
PIPE OR 5MUCTURE3 W179IN 771E LIMITS OF THE PROJECT THE CONTACTOK/S REDU/RID
TO TAKE ALL DUE PRECAV71ONARY MEASURES FOR THE PROTECTION Of ALL OTILIT1E7
PIPES OR STRUCTURES, WHETHER SHOWN OM THESE PLANS OR N07. ANY UTILITY'
DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR REPLACED
l'A 70 THE SATISFACTION OF THE GOVERN/NG AGENCY BY THE CONTRACTOR AT HIS
OWN EXPENSE.
o° a 2.ALL WORK SHALL CONFORM TO C17Y CODES,STANDARD SPEC/FICAT/ONS FOR PUBLIC
P kn WORKS LATEST ED17/ON ANC) STANDARD DRAW/TUGS. IT/S THE CONTRACTOR'S
EX/S7GROUND(d r• o: Q o o �o o °o RESPONSIBILITY 70 BE FAMILIAR WITH THESE STANDARDS AND COPES AT ALL TIMES.
Q po 3.THE LPN79ACTPK SHALL N071FY THE C17Y PUBLIC WORKS/N5PEC7OR 48 HOORS PRIOR
f305 /jQ5 TO BEGINNING ANY WORK. CALL FOR INSPECTION AT(714)674-3124 6YT35
o BETWEEN THE HOURS OF TOO A.H. TO 4:00 PM. MONDAY NF1WH fRIDAY.
a ti I 4. CON794CUK SHALL MAINTAIN 7RAfF/C CON7RO1 /N ACCORDANCE WITH L'AL7RANS
Z v o I TRAFFIC MANUAL AT ALL TIMES DURING L'ONYTRUC710N AS
APPROVED BY 07Y ENG/Ncbe OR HIS REPRESENTATIVE.FAILURE TO DO SO SHALL
H m I I REQUIRE IMMEDIATE WORK STOPPAGE.
S.IT SHALL BE 711E RESPON5/5217Y OF THE CONTRACTOR TO ARRANbE FOR 711E
0117
I NECESSARY ROLVED AN OF ANY U7ARf'. P. CONTRACTOR SHALL NOTIFY ALL UI/LITY
"' x .. °iw°• CONSTRDCT 2321E LF 8 VC.P SEWERL/NE N 1 COMMON/ES INVOLVED AT LEAST 48 HRS. PRIOR BEGINN/TUG WORK.
e / I-800.472-4/33 UNDERGROUND SERV/CEALERT.
0 '-�^., 6. IT SHACC BE ME CONTRACTOR'S RESPONS/BIZ I7Y 70 HAVE A AFYMNS/BCE / -\
a Q3 i ?�. REPRES[N7A71VL AT THE JOB 517Y AT ALL 71MES DUR/TUG CONSTR1JC710A( /
7. THE CONTRACTOR SHALL BF RESPON5151E FOR THE CLEAR/TUG Of THE PROPOSED WORK
_ R c L� 3 o F Q W F AREA)AND RELO[A7/DN AND COST OF ALL EX/S7/TU6 U7/Cl7/ES. SUBD/V/DER MOST
INFORM C/7Y Of LAKE EL S/NDRE Of CONSTRUCTION SCHEDULE PR/OR 70 711E
�. �_'__ J N 1195 BEGINNING OF CONS7RUC7/OAI.
_- - (195 %- ' 24 B. ALL UNDERGROUND FACIC17I, lYN LATERALS SHALL IM/N PLACE PRIOR TO
A
�s- J� PAYING THE STREET S OL TIES I /WIN ZATUG 307 NOT LIMITED 70 SEWER,WATER,
m TELEPHONE,ELECTRIC/7Y,CA5 AND DRAINAGE FACIL17/E5.
9.ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TES75 WILL BE TAKEN
AFTER ROUGH GRADING Al OETERM/A/E NC EXACT'5EC7/DN REDU/RED. SECTION
TfHCKNESSES SHOWN ARE FOR B 1 DD/NG PORPOfES ONLY.
/0.ALL EX15TINL UNDERGROUND UTILITIES AND STRUCTURES MOST BE POTHOLED AND
ELEVATIONS VERIFIED PRIOR 70 CON57RUCT/OA/. 711E ENGINEER OF RECORD
Q SHALL BE N07/F/ED OF ANY NECESSARY REVISIONS TO 711E APPROVED PLANS.
7NE REV/719NS SHALL BE/N THE FORM OF A5 514/17"PLANS SUBMl7 TED 70 THE
FI C(T7EN6/1VEFR FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROTECT - ------ --
>,: BY THE C17Y ENGINEER. i
[Mr.GROUND p )NHINl 1. All EX/f7/N6 MONUMENIATION DISTURBED OR DESTROYED DUR/NG CONf7RUf7/ON
P /7'RIGHT 10 ok SHALL BE REPLACED 70 C17Y STANDARDS AS APPROVED BY THE C17Y ENGINEER.
OFF 5=0.0156 GRpD D,O CENTERLINE TIES AR£ TO BE FORN/SHED 70 THE C17Y ENG/NEFR AT THE
I3OS KE. �S I3OS 96. COMPLETION OG PROJECT BEFORE ACCEPTANCE IS 6R4N70.
I2. AN ENCROACHMENT PERM/T SHALL BE REDU/RED fOR ALL CONfTRU[T/ON WORK I n g z
GRADE 1 DO g,G/A `� DONE W/THIN POBL/C RIGH7-OF-WAY. BEFORE ISSUANCE OF SA/D PERM/7 THE
CS•0 015 t MIN.) 2 w a LbNTRACTM DEVELOPER MUST PROY/DE ME C17Y EN6/NEE2 W17H CER7/F/L4TE
DF/NfURANCE,REOO/RED 60NDING FOR PUBLIC/MRROYEMEN7S.711E ENCROACHAfLV7 C
PERMIT MUST BE PRESENT AT THE JOB 31TE DUR/NG THE TOTAL TIME FRAHE OF p
PROJECT CON5I9OCT/0N WITH APPRVED SET OF/MPROYEMENT PLANS. W
° oo m
GENERAL SEWER NOTES
/.APPROVAL HY EVMWD. /MPC1Ff NO PERM/ffION OTHER THAN 7NA7 Wl79/N THE
D/S7R/C7'5 lUR/f DICTION.ALL PERMI ZS REDU/RED BY LAW SHALL BE-4001RED
(29Jr Kf. 10+00 /140D BY THE APPLICANT OR ITS CONTRACTOR. REOUIREMENTS OFEYM.W.D. SHALL TAR'£
PRECEDENT OYER REDU/REMENTS Of OTHER AGENCIESEV.ONLY WREF£ M.W D.
4+DO 64DD W 6400 7406 LI 8400 9400 REQUIREMENTS ARE GREATER.
a As o z 0 2 ALL SEWER MANHOLES SHACC BE L0,11YUUCTED PER E V M.W.D. STD,DWGS. S 1
u °• w THROUGH 13 , UNLESS OZAERW/fE NOTED.
wti
3. TYPE Of P/PE USED TO BE Y.CP. UNLESS OINERW/SE NOTED.
3 v, �Q3y 4. ACL MATERULS AND /NSTACCATIONTO CONFOR147V R/V.CO. 56'BO1V/f/ON
tz w l W /MPROYEMEN75 PER ORD.N0. 46/ AND THE AMER/CAN WATER WORAT ASSOC.
lk
d k w a•3'� (A.W.W.A.) SIDS.. UNLESS 0711E9W/JE NOTED.
5. GRADING OVER SEWER MAINS SHACC BE DONE/N SUCN A MANNER AS TO
PRESENT PONDCNG OF WATER.
Fd.■14"l•P do 0.4,'. 6. All SEWER LATERALS SHALL BE CONSTRUCTED AS PER EVM.WD. STD.DW6.5
o,69 L^ W e a 2 em a /[L9131E TAG 5/0 THROUGH 512, UNLESS UTHE,PW/fE NOTED.
O�SD �q e •O�W o`� Z Wo¢ 7. SEWER MAINS MAY SE LAID 7HROU6N 71/E MANHOLES AND USED AS AAMM
ej <Gp R I0A' � m �@ V � �w� Y m SZ' FOR THE INVERT.
PT J> p50,�t a �� �, °9 ��" a+ �L)S 1� B.ALL CONCREIb SEWER ENCAfEMENT SHACC BE CONS7.ff11C7LD AS PER EV.MWD.
z�z STREET P.40PO4ED B"VCP SEA)ERL/NEj ,jD FL�� STD. DWG. S-8.
�' EX/Sr.b"SE wER WZQ 9. /T SHALL H£7NE SEWER C6N7RAC7OR3 RESPDNS/B/LITY TO SET MANHOLE COVERS
_NM9 041207 e m v ro TO FINISH GRADE AFTER PAYING. _
s 6 T I cawrr.v ccb v I0. SEWER PROFILE ELEVA71INT ARE 7D FLOW[/NE CCONOU/T INVERT).
E%SST.A.C.MERH oB� MIVCO.T/D.200 io5,5�Opk - �Z'M SEWER P/PE ZONE AND BACKF/CL fN4L1 BE PLACED/N ACCORDANCE W17HEYM.W.D. p
N l9°04'ZO'8--- --���I OU a?�`•ra4 STD.DWG, S-14.
Fd. BOAT SPNE, _ sU .p 12. PR/OR TO CONSTRUCTION OF SEWER, CO1YTRA079 SHALT EYPOf, EX/STING SEWER_ '. o
/75
FLOSN LI�1.6'Jt ro ,�•. P �' EXISTING/MAN)INECAND INLEYT7/570 OFD PROPER SIZE EXISTS CNO N SA,471DNS m p z
l"IF IS 47Z4 MAIL
WALL 4724 TAG 5HALL BE MADE TO EX/fT/NG MANHOLE BASE OR STUB EXCEPT AS SPEC/FICA[[Y GZ
AUTHOR/ZED BY F.V.M.WD. z
o 13. SEPARA7/ON BETWEEN WATER AND SEWER 11Y17AllATMA/ TO CONFORM 70 R/V. - C
o ^s a CO. STD. NO.609. W
m
a- EXISr..4'HIS H WALL 14. AN 49A14 BE 1N9R/8EL) /A/ 7HE CORE WHERE 7HE LATERAL BRa49ES. m
W � ~
� � h
30' 3 2
T 3 EY/ST.NMUSE
LOT /7
� e
17f..LS 4724
ce 2 /"LP IS4724
�s3.o4' QUAIVT17Y ESTIMATE
NM403'49"E `r 1LEY
i� I.i TYPE A'CURB 461MFA:
Er/sT.�Y o4°49D 2. A.0 PAVING 2 SEWER DISTRICT CERTIFICATE
PROP.M'DEDI[ATION °?: 3. A,G ELATE BASE 225 U.
THESE PLANS NAVE BEEN EX4141MCD,AND 711EY ARE IN 4. FO6 SEAL 9Z5f.F. I LLR71PY THAT THE DESIGN OF 711E SEWER SYSTEM, FOR THIS
R/ ACCORDANCE WIN THE CONDITIONS OF DEVELOPMENT,Z17Y 5. DR/YE APPROACH l2' 1 EA.
w ORDINANCE,ANb STA7EOF CA11fORN/A LAWS,AND A PEPHIT REMOVE A.C.MRM 50LF PROPfR7Y/S IN ACCORDANCE WITH THE OES/GN AND CONSTRUCTION
R/ TO CONt7ROCT MAY BE /SSOED. 7. CONS. B"VCP ;iIfl 2374F. s STANDARDS FOR WASTEWATER SYSTEMS OF 7NE EL SNORE ✓ALLEY
W B. HOUSE SEWER LATERAL i WYE 43 7 MONI(IPAL WATER D/SIR/CT AND 7NA7 7HE WAVE-WA/EK
30' d0' /1 J SYSTEM WILL BE ADEGVATE 70 PROVIDE SEWER SERY1[E 70 SAID
-YY)bGo ( �, Z-1-?;� 9. A.0 OVERLAY <O/'M/K) 100.C.f. PROPERTY.
MILD K.KE/7Il RCE 9851 /0 REMOVE A.C.PAY/TUG SOSF
l0' ?D' 2 s PREPARED FOR: CITY ENG/WEEK CLEANDUT CN MEI EA. Q
rEor.b^cuxa rawcur t0' Ts. BILL WATK/NS /7. 8"CLEANOUT EA. � �✓
vavr7Ex °ilvr _ 2 GENERA R.. E.V.M.W.D. � s
1 E 17DOZ VIA BAABERAf
/8' roFeY sr UNJUANGP/S7RANO, U.92G75 f3 BREAK CNfO Ezisr MANHOLE 4 3
z•i°-�
sm.o� cvanlEs sL'/°"Asw. sr 0N) 671-677/ W �.
��y a_ r�4MFA REVISIONS: APPROVED BY: � CALLFORN/A a 4 7EK,L11C. - C/TY IF LAKE R S/WORE '
LATERAL RELOCATED C'.LERN-PVT PLRCED 4Z030 AM)VIDA ALYARAD SPITE A°
MEN/ AC. G'P'°HA W S° ,RED CI I �'ENGINEER RANCHO CALIMAN/A, CA. 9239D N
I4' H 2 EMTEh'Q SEWFR L/NE AND ADD CLEA/YOUr St REGISTERED CIVIL ENGINEER N0.2131b STREET and SEWER/MPROVE,LIENT iLANS
MENU c FX.AL. SITE DATE:_ 47/4) 674.273Z ELL/S STREET ( W
MONIED AC. WIN OYEMLAY WIT.At. ---- -- 3 RELOCATE SEW..46INE EXrENS/oN TO FL/Nr ST /NtTEAD of PorTERYS
PA✓INO AND WITH a.I'M/N. REVISE 4"ArION S S/iH of EXIST SEWER /N EGLIS. T 24 9" V,1 {Ci SCALE: BENCH ARK' Tap. l"LP RNT LOT/7. BLOCK 5/l, SMITH'S ADDITION 70 ELS/NOR£
AM APPROVED BY: OF I SHEETS
k 15' EY.A.M. VICINITY MAP NORIZ. /"'40' P177 COR R Coll),BLOCK511,AIpig M8.2 PD.I35 SAN D/E60 CO. REC.
d.r.s. PERT. /"•4' CER7/F/CA7E OF SURVEY BY WIMAFMEK
TYP/fAL SECT/ON MILD X.KEITH RCE 985/ ASSOC., DATED 1-M-65. PROJECT N0. j
N r.s. DATE: COY ENb/NE£A?-C17Y OF LAKE Elf/MIRE DATE REY../309.53 L
A/RlL 1935 W.O. FOP WATKINS 6S4W05 07
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