HomeMy WebLinkAboutTR 37305 STORM DRAIN PLANS PLAN NO 20-083-20-097-signed GENERAL NOTES&REQUIREMENTS STORM DRAIN PLANS
1. NOTE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY
PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED A SEARCH OF CITY OF LAKE ELSINORE
AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OFF LAKEELSINOREPROJECT
DOES NOT CONSTITUTE A REPRESfN7A77ON AS TO THE ACCURACY OR COMPLETEETENESSESS
U7 OF THE LOCATION, NOR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND FOR TRACTS 37305 & 37305-� LOCATION
UTILITY, PIPE OR STRUCTURE WITHIN THE UNITS OF THE PROJECT THE CONTRACTOR IS
REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL
UTILITIES, PIPES OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY z RIVERSIDE. COUNTY
UTILITY(IES)DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED
OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE CONTRACTOR,
AT HIS EXPENSE. ICHOLS RO h
Q
2. ALL WORK SHALL CONFORM TO CITY CODES, STANDARD SPECIFICATIONS FOR PUBLIC NICHOLS RD z
WORKS(LATEST E01770N), AND STANDARD DRAWING OF THE COUNTY OF RIVERSIDE. 1T PARCEL 1 g Enc NIs N A✓E a
IS THE CONTRACTORS RESPONSIBILITY TO BE FAMILIAR WIN THESE STANDARDS AND PM 31465 TT 37305
CODES A7 ALL TIMES __________MINING OPERATION I w op �yt n 9 PS`
J. THE CONTRACTOR SHALL N077FY 774E CITY PUBLIC WORKS INSPECTOR, FORTY-EIGHT TRACT BOUN Y o r0 CITY Of
(48) HOURS PRIOR TO BEGINNING ANY WORK CALL FOR INSPEC77ON AT (951) __ �-�-�_ \'��_, TRACT BOUNDARY % LAKE ELS/NORf
674-3124, EXTENSION 247, BETWEEN THE HOURS OF 9.:00 AM AND 4:00 PM,MONDAY ) / - _ __-_ __ - PARCEL 2
THROUGH THURSDAY. ® - tpn41 ` \ PM 37465
VACANT
4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH CALTRANS C� �' i � ��� �,_ �\_ ����, S s o
TRAFFIC MANUAL AND WATCH MANUAL AT ALL 77YES DURING CONSTRUCTION, AS OAD� 49 48 v zs 25 N \�
APPROVED BY THE CITY ENGINEER OR HIS REPRESENTA77VE. FAILURE TO DO SO SHALL N1a{OL5 R a7 2a 24 23 zz 11 20 ,,
REQUIRE IMMEDIA IF WORK STOPPAGET-
51 CB A-7 TR. 37305 76/15/ ROM --- �/ VICINITY MAP
5. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO HAVE A DEPENDABLE ke oy a.4a cr _� Q(7 14/13 LpT 142
REPRESEN TA 77 WE AT THE JOB SIIF,,AT ALL 77YES DURING CONSTRUCTION 52 3o ss ce A-s Y yy l 12 -_ _, NOT TO SCALE
\ \ j�`{`�
6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE \ \ PARCEL 3 W 53 31 95 ga 0 11 10 g a THOMAS GUIDE,—
`"`VVVV 99 12p 7 6 s 4 3 �gDy SAN BERNARDINO&AR RIVERSIDE COUNTY EDITION
NECESSARY RELOCA LION OF ANY U77L177ES CONTRACTOR SHALL NOTIFY ALL UTILITY 1 \ PM mass Z � sa 2 � 9a na D
COMPANIES INVOLVED,AT LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK h ss az 33 s3 H 1 m 1z1 13a TR. 373JJ _
THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT (USA.) A7 o, a.53 cf R foo / K 11s 122 133 �'9'PRY1.ygY Loy+"4 cREEx r J T
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1-800-422-4133,A7 LEAST FORTY-EIGHT(48)HOURS PRIOR TO BEGINNING WORK. 56 41 3a 92 1pt k 123 I 1 2 �NYON LOr 36-t �g prro=4.031ch 775 132
57 40 35 91 t_ 1pp 12a a O ___
7 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK / ' / 3g p�487gch 90 -1 m3 "a 731 L 19 1 r —J CONSTRUCTION NOTES TOTAL UNIT
AREA AND RELOCATION AND COST OF ALL EXIS77NG UTILITIES SUBDIVIDER MUST 12s ce A-2 2 `�
LINE A' 30 Q� 3-/ 4
INFORM THE CITY OF LAKE ELSINORE OF CONS7RUCRON SCHEDULE, PRIOR 70 / / � �37 as 1p4 113 ce A-3 a�2�77 cf y�o 0l
BEGINNING CONSTRUCTION / A-17 J - O,�5.22 or s ce A-1 12-r S —I—-I- — To- CONSTRUCT 18'R.C.P. CLASS IV 2729 LF
plop=l.06 cfs ga 112 ply-s.s5 cfs
\ FI SE CREEK ROAD fos 1z7 _ 11_7-� TRACT I Sr
8. ALL UNDERGROUND FACILITIES AND LATERALS INCLUDING BUT NOT UNITED TO SEWER, �' cB A-19 - m 12s O� o� 5 RESIDENT L 2 CONSTRUCT 24'R.C.P. CLASS IV 1758 LF
WATER, TELEPHONE, ELEC7RlClTY, GAS AND DRAINAGE FAC1LI AES SHALL BE/N PLACE \ /' prop=6.07 ch \ - �87 Ql -11.3e cfs p R ` rR. 37>j0J-)� I
\ C� 60 73 prar370 cfs 110 B 23-1 17-1 — CB B-1
PRIOR 70 PANNG THE STREET SECDON. \ \ A-1 � � es f°7 � � 9-1 11 ��r pI�10.67 ch � o- CONSTRUCT 30"R.C.P.D-LOAD PER PROFILE 900 LF
\ Do,=222 c!s s1 7z 7s as 1� 1}B hk� zz-1 1a-1 -k
9. ALL STREET SECTIONS ARE TENTATIVE ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER \ \ s2 7t 76 as ' �_
ROUGH GRADING, 7O DETERMINE THE EXACT SEC77ON REQU/RED. SECTION THICKNESSES \ \ LAT A-16' \ s3 77 1 j 0�9 , f[TORO ROAD o- CONSTRUCT 36"R.C.P.D-LOAD PER PROFILE 442 LF
SHOWN ARE FOR BONDING PURPOSES ONLY.
MH 251 19 EA SID.DW
\ \ 64 ss a a2 tie 90 l � CONSTRUCT MANHOLE NO. 1 PER So- R.CF.0&W.C.D. G.
10. ALL EXISTING UNDERGROUND UIILl1/ES AND STRUCTURES MUST BE POTHOLED AND TRACT BOUNDARY / �/ y� 9
ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE sa 79 STOVEPIPE CANYON cR£EK �', a-1 / 7 rr Go- CONSTRUCT MANHOLE NO.2 PER R.CF.C. &W.C.D. STD.DWG.MH 252 2 EA
NO77flE0 OF ANY NECESSARY RENSIONS TO THE APPROVED PLANS THE RENSIONS \ \ so ARCH CULVERT PER f� �'` 32-1
SHALL BE/N THE FORM OF AS BUILT"PLANS SUBMITTED TO THE CITY ENGINEER FOR \ 66 STREET IMPROVEMENT PLANS 3-1
\ 5 a1 /o �, \ 33_/ \ CONSTRUCT 7RANS17ION STRUCTURE N0.3 PER R.CF.0&W.C.D. STD.
APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT. \ P 67 / ce A-a \ - 1 o- 10 EA
\\ I ��o DBE. 15303
11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION L�� ce A-5 TEMESCAL CANYON HIGH SCHOOL -1 LAT 18-TI CONSTRUCT CURB INLET CATCH BASIN PER LAKE ELSINORE STANDARD
SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. \ /\ \\ J- 0,�e-6.72`R 7 -a 1.65 cI UNE'B' —— I �/ NO. 302A,LENGTH PER PLAN, WITH STENCIL 'ONLY RAIN IN THE DRAIN" 23 EA
\\\ �� / V - BY ALMETEK INDUSTRIES OR APPROVED EQUAL AND BIOCLEAN CURB
CENTERLINE TIES ARE 70 BE FURNISHED 70 THE CITY ENGINEER UPON COMPLETION OF \\ \ 1
ce e-4 TRACT 1a5 5-1 INLET FILTER MODEL WIC-CURB-MLS OR APPROVED EQUAL
THE PROJECT AND BEFORE ACCEPTANCE IS GRANTED. � ��2 LOT 1371 � g' � \ - = I 1
Q pI�=1.59 c!s -T RESIDENT L
�i l CR EE SH r 1z \ c6 x B-5 r 39-1 ,/ INSTALL CONCRETE FLARED END SECTION'T1PE A'PER CALTRANS SID. 5 EA
12. AN ENCROACHMENT PERM/7 SHALL BE REQUIRED FOR ALL CONSTRUCTON WORK DONE LyQB:42' CANYON LOT 14 \ p,Be=1.14 cf, c6 B-2 CO B-7 DBE.D94B S12E TO MATCH OUTLET PIPE. "C'PER PLAN
WITHIN PUBLIC RIGHTS-OF-WAY BEFORE ISSUANCE OF SAID PERMIT, THE SEE SHEET 13 / �q6 qRK SITE \ o,Bo=0..41 cts QI�2.37 ch
CONTRACTOR/DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH CER77FICATE OF \ .�ti4 _ f0 CONSTRUCT FACING ROCK RIP-RAP PER DETAIL ON SHEET 13 100 CY
INSURANCE AND REQUIRED BONDING FOR PUBLIC IMPROVEMENTS THE ENCROACHMENT DETENTION . 90 M \ SHEET 6 TERETICORN15
PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME OF THE PROJECT BASIN'A' a U \ pI CONSTRUCT 1/4 TON ROCK RIP-RAP PER DETAIL ON SHEET 13 16 CY
CONSTRUCTION ALONG WI7H AN APPROVED SET OF IMPROVEMENT PLANS. SEE SHEET m �3 \
O �o� TRACT BOUNDARY \ LINE 271' � J
13 IF AN ENCROACHMENT PERMIT IS REQUIRED THROUGH THE DISTRICT NO. 8 OFFICE OF \ WQB'a' NOT USED -CAL TRANS, PLEASE MAKE REFERENCE TO THIS FACT IN THE-GENERAL NOTES-SECTION \ SEE SHEET 14
OF THE IMPROVEMENT PLANS. ' \ r — / 13 CONSTRUCT BASIN Al'OUTLET STRUCTURE PER DETAIL ON SHEET 12 7 EA
14. ALL PIPE TRENCH BACKFILL SHALL BE IN COMPLIANCE WITH RIVERSIDE COUNTY FLOOD CONTROL&WATER CONSERVATIONCONSTRUCT BASIN A'OUTLET STRUCTURE PER DETAIL ON SHEET 11 7 EA
DISTRICT STANDARD NO.. M815 o. m — �--I
�w
/YI/lr�,�p 15 CONSTRUCT BASIN B�OUTLET S7RUCTURE PER DETAIL ON SHEET 14 1 EA
15. ON SPECIFIED AREAS WITH SHALLOW COVER, CONTROLLED LOW STRENGTH MATERIAL(3 LOCATION \ \\ �� �
SACK SLURRY)SHALL BE USED. THE EN71RE TRENCH SHALL BE 3 SACK SLURRY \ �\ 17 SAND FILTER SUBDRAIN WITH 6"PERF PVC DRAIN PIPE PER DETAIL ON 1185 LF
EXTENDING 4 INCHES MINIMUM BELOW AND 12 INCHES MAXIMUM ABOVE THE TOP OF SCALE 1'"=200" \ \ 2
PIPE L SHEET 13
SAND FILTER SUBDRAIN CLEAN OUT PER DETAIL ON SHEET 13 14 EA
PRIVATE ENGINEER'S NOTICE TO THE CONTRACTOR: 0 200 400 600 ,D"SDR-35 DRAIN PIPE 232 LF
THE EX157ENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES CONDUITS OR STRUCTURES SHOWN ON 7HESE PLANS WERE OBTAINED BY A ABBREVIATIONS 18 CONSTRUCT 3'DECOMPOSED GRAN17E OVER COMPACTED NA77W ACCESS 22100 SF
SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXIS7NG UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ROAD
THE CONTRACTOR IS EXPECTED 7O TAKE PRECAU77ONARY MEASURES TO PR07ECT THE U77LITY LINES SHOWN ON THESE DRAWINGS THE BC BEGINNING OF CURVE FES FLARED ENO SECTION LF LINEAL FEET R/W RIGHT OF WAY
CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES CONDU17S OR STRUCTURES SHOWN OR NOT SHOWN FG FINISHED GRADE MCC MIDDLE OF CURVE S SLOPE 20 CONSTRUCT 6"P.C.C.ACCESS ROAD PER DETAIL ON SHEET 13 13590 SF
ON THESE PLANS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 517E COND177ONS DURING THE BCR BEGINNING OF CURB RETURN
fL FLOW LINE MH MANHOLE SD STORM DRAIN CONSTRUCT 6"P.C.C.PAVEMENT WITH ®12'O.C.EACH WAY W17H
COURSE OF CONSTRUCDON ON THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS OR PROPERTY, THAT THIS REQUIREMENT SHALL APPLY BOP BOTTOM OF PIPE OA � 240 SF
CON77N000SLY AND NOT BE LIMITED TO NORMAL WORKING HOURS THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE BVC BEGINNING OF VER7ICAL CURVE FPS FEET PER SECOND NG NATURAL GROUND TC TOP OF CURB 2'CLEAR ON TOP
OWNER, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECT70N WITH THE PERFORMANCE OF WORK ON FS FINISHED SURFACE NIS NOT TO SCALE TOP TOP OF PIPE CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C.&W.C.D.SID.DWG.
7741S PROJECT. THE CONTRACTOR SHALL CALL IN A LOCATION REQUEST TO UNDERGROUND SERVCE ALERT(USA)PH. 1-800-227-2600, TWO(2) BW BOTTOM OF WALL 11 M816 7 EA
WORKING DAYS PRIOR TO DIGGING NO ENCROACHMENT PERMIT ISSUED BY THE CITY SHALL BE VALID INVOLNNG UNDERGROUND FACIL177ES UNLESS CB CATCH BASIN G GAS OC ON CURVE IS 7RANS17/ON S7RUC711RE
774E APPLICANT HAS AN INQUIRY IDEN77RCARON NUMBER ISSUED BY UNDERGROUND SERVICE ALERT CARE SHOULD BE TAKEN TO PREVENT GRADED GB GRADE BREAK OT ON TANGENT 7W TOP OF WALL
CONSTRUCT CONCRETE CUTOFF WALL PER DETAIL ON SHEET 13.H=4' 40 LF
22
DITCHES AND SWALES FROM UNDERMINING STREET IMPROVEMENTS GE CENTERLINE CF CURB FACE Ha HYDRAULIC GRADE LINE PE PAD fLEVA1ICN WO WATER QUALITY UNLESS OTHERWISE NOTED
CFS CUBIC FEET PER SECOND
HOA HOME OWNERS ASSOCIATION PCC POINT OF COMPOUND CURVE WSE WATER SURFACE ELEVA77ON 23 CONSTRUCT BLOCK OVERFLOW WALL PER DETAIL ON SHEET 12 135 SF
BENCHMARK BASIS OF BEARING CIA DIAMETER TNT INTERSECTION PL PROPERTY LINE 24 CONSTRUCT BLOCK BASIN WALL PER DETAIL ON SHEET U 1080 SF
2 8M a-95-61 PRO POINT OF REVERSE CURVE
C9 In THE BASIS OF BEARING FOR THIS SURVEY IS DERIVED FROM AN EC END OF CURVE
Q FROM THE APPROXIMATE SOUTHE S7ER OF COLLIER AVENUE AND INV INVERT PW POINT OF VER77CAL 1N7ERSEC77ON 25 CONSTRUCT 48'R.C.P.D-LOAD PER PROFILE 43 LF
� NICHOLS ROAD 175 FEET SOUTHEASTERLY ALONG COLLIER AND 38 ONLINE POS/7/ON/TUG USER SERl4CE(OPUS)SOLUTION USING THE ECR END OF CURB RETURN
o FEET NORTHEASTERLY TO BENCHMARK. 10 FEET SOUTHERLY OF A CALIFORNIA STATE PLANE COORDINATE SYSTEM, CCS83,ZONE 6, JS JUNC77ON S7RUC7URE Q FLOW RA7E
Q 2 LIGHT STANDARD AND 10 FEET SOUTHERLY OF END OF CURB. SET BASED LOCALLY ON CON77N000SLY OPERA77NG REFERENCE EP EDGE OF PAVEMENT RCP REINFORCED CONCRETE PIPE 16 CONSTRUCT CONCRETE COLLAR PER R.C.FC.&W.C.D.SID.DWG M803 3 EA
� Q CHISELED SQUARE ON NORTHEASTERLY CURB. STA DONS(.ORS) "CNPP; P474; AND 'SELL; NAD_83(2011) EVC END OF VERTICAL CURVE LA LANDSCAPE AREA
ELEVARON: 127T76•(NGVD 29J EPOCH 2O10.00 AS SHOWN HEREON. ALL BEARINGS SHOWN ON CONSTRUCT REINFORCED CONCRETE RETAINING WALL TYPE 1 PER
ti THIS MAP ARE GRID. QUOTED BEAR/TUGS AND DISTANCES FROM 27 SPPWC SID.NO. 610-3 HEIGHT PER PLAN 1.174 SF
2 j REFERENCE MAPS OR DEEDS AS SHOWN PER THAT RECORD OWNER/DEVELOPER GEOTECHNICAL ENGINEER INDEX OF SHEETS
o REFERENCE. ALL DISTANCES SHOW ARE GROUND DISTANCES NICHOLS ROAD PARTNERS, LLC GEOTEK,INC
Q v UNLESS SPECIFIED OTHERWISE. GRID DISTANCES MAY BE P.O.BOX 77850 41JO FLAT ROCK DRIVE,SU17F 140 SHEET NO. DESCRIPTION
W p OBTAINED BY MULTIPLYING THE GROUND DISTANCE BY A CORONA, CA 92877 RIVERSIDE, CA 92505
In m O COMBINA77ON FACTOR OF 0.99990957. CALCULA77ONS ARE PHONE: (951)277-J900 TEL: (951)710-1160
W TMADE AT CONTROL POINT "99" WITH COORDINATES OF CONTACT., ED LAMONT 1 7171E SHEET&INDEX MAP
N.-2200064.438 (GRID) E•6222480.222 (GRID) USING AN 2-7 PLAN&PROFILE SHEETS
e ELEVATION OF 1462.062(NGVD29 f.
Z, DIAL TWO WORKING CIVIL ENGINEER 8-9 LATERALS SHEETS
2 BEFORE DAYS BEFORE NOTE COUNTY APPROVAL FOR WORK WITHIN COUNTY OF K&A ENGINEERING INC.
�^ YOU DIG YOU DIG 357 N. SHERIDAN STREET, SUITE 117
RIVERSIDE JURISDICTION ONLY.ANY WORK WITHIN COUNTY CORONA, CA. 92880 10-14 DETAILS&BASINS
z TOLL FREE 1-800-422-4133 PHONE. (951)279-1800
ti g A PUBLIC SERVICE BY JURISDICTION SHALL REQUIRE AN ENCROACHMENT PERM/T. PROJECT MANAGER: KEITH OSBORN ENG-2019-00478 15 WALL PROFILES ERSC 10/08/2020 MB MS4362 I1P#990029
UNDERGROUND SERVICE ALERT
0 o PREPARED BY SEAL 'AS BUILT" SHEET NO.
MARK REV/SIGNS APPR. DATE COIVD17701VS OF DEVELOPMENTVIAND/OR CITY AND STATE LAWSAND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET CITY OF LAKE ELSINORE
FOUND ACCEPTABLE S0/7f 1 O FESS/p
17 �oe� c.o N'4� RCE EXP. DATE 1
K, LAND PLANNING CORONA, CALIFORNIA 92880
TEL. (951)279-1800 r N Saoy c RfwfwfD BY STORM DRAIN PLANS
o Q U a m
c� o SURVEYING FAX(951)279-4380 w No.36996 A TRACTS 37305&37305.1 OF I$ sHTs
W Q C{� / Engineering,Ina INSPECTOR DA7f
10-16-2020 *s * SCALE AS SHOWN BENCH MARK. SEE SHEET 1
T CIVIC ° FILE NO.
RERE 0�RCE No. 83156 DATE � gJfOF CAUFO TITLE SHEET BG INDEX MAP
Q Q CITY ENGINEER 08/17/2020 DA7f AUGUST 2020 20-083
CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. NO.36996 DA 7E
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15+15.39 EC 9 W=W V=4.0'TC=1308.50 - 19 W
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LOT 137 O� / Q 70 LAT A-10 73 5+1 Z54 LINE'A' 7 8 WATER E 8 - W
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N0. BEARING LENGTH
1 N847642"W 102.75'
2 N22°1423"W 74.91' CONSTRUCTION NOTES 6 CONSTRUCT MANHOLE NO.2 PER R.CF..C.&W.C.D.SID.DWG.MH 252
3 N5°42"33"W 2727' CURVE TABLE o-
��� 4 N8879'24'£ 4978' (B) DELTA RADIUS 20340' TANGENT
p O io- CONSTRUCT 18'R.C.P. CLASS IV 7 CONSTRUCT TRANSITION STRUCTURE NO.3 PER R.CF..0&W.C.D.SID.DBG 7S303
5 N84°49'30"E 26.87' A 6272'19" 22.50' 24.43' 1357' CONSTRUCT CURB INLET CATCH BASIN PER LAKE ELSINORE STANDARD NO. 302A,
6 N7172''50" 1 6.2J' B 1631''57 45.00' 73.85' 48,28' to- CONSTRUCT 24'R.C.P. CLASS IV LENGTH PER PLAN, WITH STENCIL 'ONLY RAIN IN THE DRAIN'BY ALMETEK INDUSTRIES
7 N28°05'50"E 26.23' G 9401'S7" 4500' 7385' 48.28' G)l- OR APPROVED EQUAL AND BIOCLEAN CURB INLET FILTER MODEL 8/0-CURB-MLS OR
8 N27°04'121W 6.10' D 37954 2,005.00' 122.42' 61.23' 3� CONSTRUCT 30"R.C.P.D-LOAD PER PROFILE APPROVED EQUAL
DIAL 7 DA WORKING 9 N4672'51"W 25.76' E 867476" 4500' 6786' 4220 INSTALL CONCRETE FLARED END SECTION'TYPE A'PER CALTRANS STD.DWG.D94B
BEFORE DAYS BEFORE go-
YOU DIG YOU DIG 1 N58°44'35"E 16.00' F 1247'07" 609.00' 135.90' 6B.23' o- CONSTRUCT 36"R.C.P.D-LOAD PER PROFILE SIZE TO MATCH OUTLET PIPE. C'PER PLAN
11 N4/40.36"W 20.23' G 21°0631" 22.50' 8.29' 4.19'
TOLL FREE 1-800-422-4133 1 N1774'18 E 26.96' H 253'27" 891.00' 44.96 22.48 5 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.&W.C.D. STD. DWG.MH 251 o- CONSTRUCT CONCRETE COLLAR PER R.CF.0 &W.C.D.SID.DWG M803
A PUBLIC SERVCE BY 1 N8258'S5"w 30.95, I 614849" 2250 24.27' 1347' ERSC 10/08/20Z0 MB o-
UNDERGROUND SERVICE ALERT
MARK REVISIONS APPR. DA TE THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY* SEAL 'AS BUILT" SHEET NO.
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE CAWS AND HAVE BEEN ENGINEERING 357 N. SHERIDAN STREET QRpFESSIpy CITY Of LAKE ELSINORE 2
FOUND ACCEPTABLE SUITE 117 �o N G.Os q/ RCE EXP. DA Tf
K' LAND PLANNING CORONA, CALIFORNIA 92880 tier S 19c 1RENEWED BY. STORM DRAIN PLANS
TEL. (951)279-1800 2 m
SURVEYING FAX(951)279-4380 No.36996 A TRACTS 37305&37305.1 INSPECTOR DATE L$ SHTS
} Engineering,Ina * *10-16-2020 sT CNI� v SCALE AS SHOWN BENCH MARK.' SEE SHEET 1 FILE NO.
R MON RCE No. 83156 DATE
CITY ENGINEEROA,- 08/17/2020 �aFcauF°qr �� LINE A STA /0#00 TO 2/+00
DATE AUGUST 2020 20-084
CITY OF CAKE ELSINORE KEITH G OSBORN R.C.E. N0,36996 DATE
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10-16-2020 sT CIv�� P SCALE AS SHOWN BENCH MARK. SEE SHEET 1 FILE NO.
REM�INEE RCE No. 83156 DATE qr �� LAT A-16'STA 10+00 TO 22+59
CITY ENGINEER 08/17/2020 �oFcauF°
DATE AUGUST 2020 20-089
CITY OF CAKE ELSINORE KEITH G OSBORN R.C.E. N0,36996 DATE
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0-093
CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. N0.36996 DATE
OrvwnA R:\362663�d\6ta.n Grain\663-1,-5D-37305-011.tlwg [o)vwt 663-PLN-60-31305-011 $aKd 7/14/2020 1117 AM Plotted 6/16/2020.10 PM B.Orme
373 �130399 CONSTRUCT/ON NOTES
TC TC i L78
To- CONSTRUCT 18'R.C.P. CLASS IV
LINE A 10 CONSTRUCT FACING ROCK RIP-RAP PER DETAIL ON SHEET 13
FOR PLAN & PROFILE
67 . SEE SHEET 2 TW PER PLAN TW PER PLAN 11 CONSTRUCT 1/4 TON ROCK RIP-RAP PER DETAIL ON SHEET 13
LOT 0$, 1303.53 ,r o��. \\\ 68 I 13
VA I CONSTRUCT BASIN Al'OUTLET STRUCTURE PER DETAIL ON SHEET 12
FS \
_______ ------------J - - - •" ___________ 30'TO 15" 17 SAND FILTER SUBDRAIN WITH 6"PERF PVC DRAIN PIPE PER DETAIL ON SHEET 13
- 1301..36
1305 30332 - p'�
FS
1305 ADJACENT GRADE ADJACENT GRADE
BASIN 'Al' 17A SAND FILLER SUBDRAIN CLEAN OUT PER DETAIL ON SHEET 13
1300 CONCRETE LINED FOREBAY u_III�II II II II-III � IETI
Ill III II�II III FS PER PLAN FS PER PLAN �_ 11= _ 19 CONSTRUCT 3'DECOMPOSED GRANITE OVER COMPACTED NA77W ACCESS ROAD
� II ID iii Vi III= � �
N 1295 �I - III II�II� - �
s •0 - Illllmlllmll - l I�II�IIIIIII. 20 CONSTRUCT 6'P.CC:ACCESS ROAD PER DETAIL ON SHEET 13
` •1h SEE DETAIL HEREON .• •- '. .• •
1�" /� �`�g° > 22 CONSTRUCT CONCRETE CUTOFF WALL PER DETAIL ON SHEET IJ..H=4'UNLESS
1 OTHERWISE N07ED
LOT 137 72 � - 8" 18" 23 CONSTRUCT BLOCK OVERFLOW WALL PER DETAIL ON SHEET 12
BASIN A >w L 12sB.D �s ;;Psrd 1 79 SECAON D-D
(DETENTION BASIN) 1 1 Zsss 5 Fc {$ .- BLOCK OVERFLOW WALL STAINLESS STEEL SUPPORT BARS
SEE SHEET 10 299.$ :7300 a F 12 8.0 FG �9j :1 N.LS
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/NV 6" ., `?s - GO 1 WING-WALL c'm W=1.5 J� I, FLOW
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298,5 ,� - "`� TBASIN No. 93 STAINLESS
NV 6" 04DAS®1297 l STEEL WIR NSON SCREENS*
1' 1 - .5 STEEL FLOWCONTROL PLATE I --/ ES(JOH
11 --, PF2y r4p FG F &APROFILE A"BARS CLR. (SEE NOTE 2) l �� OR EQUAL)
ti 1292.00 �'- _ ro _ R78.5 HEET 4 %/ i
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I80 ORIFICE CONTROL PLATE
LZ9J 5 /NV 1 �}298 FT ` =0.0050 M/N X �67 G
1299 12955 FLOW
- 29.5 --" 129257 k , " BASIN OUTLET STAGE 1 V 3 I.5W x 6EH
CLEAR `"
BASIN Al'OU7LET '-• 7 FG 1 EA - 1"DIA. 0 1292'(EDB A) 1n
/12g' 3 SEE DETAIL HEREON // NV 6' w;, o WO
IRA SIT SEE NOTE 1)" " 1 *JOHNSON SCREENS
1301.0 1300' 129.5 FS FG x : - 1 1 I C BARS ( ) ST PAUL,MINNESOTA, USA
<O FG 1298.0 SEC110N B-B SECTION GC MODIFIED PER RIVERSIDE COUNTY-LID BMP DESIGN
IS S¢/ TRFA'Cy 1 ' FG BAFFLE WALL 1 N.T.S. HANDBOOK STD. DWG. NO W0501-G
1300 1301` l <S G ti NZS
�'` `• I FG 7.5' 15' B TRASH RACK
1�9.50 ACCESS RD. 905� 90h�
FG 81 {l• {L BAFFLE WALL 1
TOP OF BLOCK ELfV 1298.0' 4 4 BASIN SLOPE
OVERFLOW WALL 3.3% !�, WO TRASH RACK 4H:1V
Y - �fX7 DE7 BASIN WO VOLUME
19 1 74 1296 1 - 1'Sp0 g STRAIGHT SINGLE HEADWALL PER 0.33'
FS FG 100 0 _ CAL TRANS STD. D89(H=316; L=7) -
- 1'Oi 15 1294.68TW -� P�. AS/N OU�ET STAGE 3 J i2g5 BASIN BOTTOM STAGE LOW LOW
19 P OF
7292.51 TF �5�' 1 EA 2 DlA ®1291.5 ZgQ E�
o 1293.50, kN BASIN OUTLET STAGE 2 1
'goo rw \\Y 1 EA-2 DIA. 91296.5
0 1303 RIP-RAP 6"PCC
42T6' PER PLAN INV-- a g
4' 1292.22'
INV 50 2.6% BOTTOM OF
tid �
-i- I INV LOW FLOW
19 j 19 0 18"RCP AT 0.51-MIN. '�y� 3" THICK PEA GRAVEL FIL FER TRENCH
0 26.25 0 0 0 0' 6"PCC AT 0.59,MIN. BASIN OUTLET STAGE 1 "L\• 4'TOE DOWN 6"DIA. PVC PERF. PIPE SUBORAINOj
O.5• I EA - 1 DIA. ®12923(EDB A) 10'O.C. TYP.
106�y`L 138 4'CUTOFF WALL 1299.5 N.TS.
SECTION AA 6"PVC SOLID PIPE
LOT GB B
/ REINFORCEMENT SCHEDULE
BLOCK OVERFLOW 1299.50'
`, .// WALL 1300.0-//\g8 m MAX V WALL THICKNESS A"& 'B"BARS "C"BARS
LOT 138 O•.5. D� � / 112•g5 1296.50' 7W J.- `�� `� I 6' 9" No.4 at 18"O.C. No. 4
LINE TABLE 129350' TW w
B 10' 10" No.4 at 12"O.C. at 18"O.C.
EXTE DED D TEN )N) o N0. BEARING LENGTH TW ACCESS ROAD 15' N
1 N5800'46£ 3542' • 4 STEEL FLOW
o
PL(TYP) �Fo h
0 4'CUTOFF LL °j° , o T / 1ti "1 CONTROL PLATE o
SCALE: 1"20' o �. Afr 29BS, �� �9s. 6"DIA.PVC PERF.PIPE SUBDRAIN
6 10 O.C. TYP.
0 20 40 60 80 48.25
48" 18" VY '� - -F - _-- t-- -
I 1 1292.0' 18" .C.E STCRM.DRAIN
TW PER PLAN WQ TRASH RACK NOTE£
2 -• _ _ Z, WQ TRASH RACK
0
OF WEIR " �� FRAME AND GRATING PER 1. WO WELL-SCREEN TRASH RACKS SHALL BE STAINLESS STEEL AND
N : °� SHALL BE ATTACHED BY STAINLESS STEEL HARDWARE ALONG THE
AASHTO NO.2 AASHTO NO. 2 4®18'O.C. TW=1299.33 0.33' oN SPPWC STD. N0. 317-3
W" EDGE OF THE MOUNTING FRAME
GRAVEL LAYER GRAVEL LAYER 14®18"O.C. 8 X8 X76"CONC. 30'SPILLWAY n 2. 57EEL FLOW CONTROL PLATE SHALL BE SHALL BE ATTACHED BY
129350' STAINLESS 57EEL HARDWARE ALONG THE EDGE OF PLA7E.
8 X8 X16"CONC. BLOCKS, GROUT ALL TOP OF SPLASH 7W _ °70".. 11.7563' 12'
' 33% .. J. BAR GRAZE 1RASH RACKS SHALL BE ALUM/NUM AND SHALL BE
SECTION X-X SECTION Y•Y BLOCKS, GROUT ALL 2 CELLS SOLID 2"OPENING WALL 1296.50' o BOLTED USING STAINLESS STEEL HARDWARE.
CELLS SOLID CONCRETE LINED 6"P.C.C.LINING W TW ''
LOW FLOW TRENCH COLLECTOR FRENCH / 4 15' TW=1300' D - 4. TRASH RACK WIDTHS ARE FOR SPECIFIED TRASH RACK MATERNAL.
1299.50' 5 1.58' 10"TYP.
N.T.S. NTS. CONCRETE LINED FOREBAY N • ®12"O.CE W. - - 12 � F FlNER WELL-SCREEN OR MESH SIZE THAN SPECIFED IS ACCEPTABLE,
6"P.C.C.LINING W/}'4 TW - 0g BAFFLE WALLS HOWEVER, TRASH RACK DIMENSIONS NEED TO BE ADJU57ED FOR
FOREBAY ®12"O.CEW. STRAIGHT SINGLE HEADWALL PER MATERIALS HA ONG A DIFFERENT OPEN AREA/GROSS AREA RA AO(R
IMBED 2"MIN.INTO CALTRANS STD. D89(H-316; L=7) 1300.0''
0.5% FRESH CONCRETE PLAN LAYOUT VALUE)
0.5%_ IMBED 2"MIN. INTO _ _ TW a N.T.S. 5. RECOMMENDED R-VALUE=0.60
FRESH CONCRETE _ 15'
III/���-a7f •• -. _ �,., 4 _ _ 13DLo' ED.B. OUTLET NOTE
D�11 II II �� - q 7 BASIN »A C//� OUTL REFERENCE RIVERSIDE COUNTY FLOOD CONTROL DlS7RlCT E.D.B. OUTLET
\\\\\\"`JJJ////// CCCIIIVVVffIIIII JJJIII IIIVVVIII III��� LIIS 18" FINISH SURFACE- 1297' l�I STANDARDS W0501-E
^I
1 78 FOREBAY WALL 2'WIDE WALL OPENN/NC
DIAL TWO WORIONG N.T.S. N.7S
BEFORE 0 DAYS BEFORE BLOCK OVERFLOW WALL
You lac YOU DIG 2 N.TS BASIN A9 FOREBAY
TOLL FREE 1-800-422-4133 N.T.S.
A PUBLIC SERVICE BY ERSC 10/08/2020 MB
UNDERGROUND SERVICE ALERT
MARK REVISIONS APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL 'AS SOIL Y' CITY OF LAKE ELSINORE SHEET NO.
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN im
ENGINEERING SU1 N. SHERIDAN STREET _ RpFG '_' 12
FOUND ACCEPTABLE SUITE 117 FovN G.OgNq< RCf EXP. DATE
LAND PLANNING CORONA, CALIFORNIA 92880 �2r�t 6oPtiyc REVIEWED BY. STORM DRAIN PLANS
r£L. (951)279-18Go � m
SURVEYING FAX(951)279-4380 w No.36996 m TRACTS 37305&37305.1 �§ syrs
Engineering,Inc. * * INSPECTOR DATE OF
�/ ;,,, �Oa } 10-16-2020 n
RE ON HAh�RCE No. 83156 DATE /✓1 jam_'^^� ""' sqT Cw�� �w SCALE AS SHOWN BENCH MARK: SEE SHEET 7 BASIN A1DETAILS FILE N0.
CITY ENGINEER ���"'«`rrr 08/17/2020 FOF CAO' '
DATE AUGUST 2020 20-094
CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. NO.36996 DATE
OrawnA R:\382663�d\Storm Drain\663-PLN-50-3)305-0120wg Laµt 663-PW-.m-3)305-012 Sovetl:6/13/1020 1.PM P/otN?8/IB/1020 121I PM BY Oione
-TOP OF WEIR
\ 1 \ 14 0 18"D.C. rW=1295.33
_
\ / 8"X8 X16"GONG. 10'SPILLWAY
BLOCKS, GROUT ALL TOP OF SPLASH WALL
I I I 6'P.C.C. LINING W/�L4 CELLS SOLID 2"OPENNING 7W=1296•
L_A-iR I ®12"o.cEW N
\ \ FOR LAN & PROFILE
E SHEET 7 I IMBED 2'MIN.INTO
PARCEL ,f I 0.5% FRESH CONCRETE
PM 37465 BASIN A2'FOREBAY OT 135 O.S.
SEE DETAIL HEREONI-
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--- - - ----- ----_ - - - -
1296.0 1296.00 Ill ll1-11 111,,,111,I�-1,,,11,,, „1jJIL=,III-III
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129s P. 1"WIDE WALL OPENN/NC
\ GB 4:1 FORI WALL N.TS.
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W/SCREW TOP LID C INV 6" 297.60 7 FS=1294.OD
6"ABOVE SAND \ INV 6' '� �/ 129700 TW N.zs.
CONSTRUCT/ON NOTES 129s.00
129300 TF
l0 CONSTRUCT FACING ROCK RIP-RAP PER DETAIL ON SHEET 13 \ 95.33 T FG
10 24.54'
It CONSTRUCT 1/4 TON ROCK RIP-RAP PER DETAIL ON SHEET 13 4:1 TY
(Y ) 1291.60
VARIES t8' t12' 10'
17 SAND FILTER SUBDRAIN WITH 6"PERF PVC DRAIN PIPE PER DETAIL ON SHEET 1J
7 J '/ COMMERCIAL PAD 1295'TW-FOREBAY 1296'TW-FOREBAY
I7A SAND FIE TER SUBDRAIN CLEAN OUT PER DETAIL ON SHEET 13 v / _ _ - - -
20 v �'/ -11EB,i - EB - 2/ 129533'FW-SPILLWAY
18 10"SDR-35 DRAIN PIPE o \ 29 - " II MqX ------------
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22 CONSTRUCT CONCRETE CUTOFF WALL PER DETAIL ON SHEET 13.H=4'UNLESS Z INV 6"
�'�'� � 6"SUBDRAIN
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"� 0 11+SZ 12 1294.0 r29Z00 TW 15'"' 129300 7F \ ��
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.) FS TOP OF WEIR SAND FILTER BASIN
SCREW TOP LID 4. ( 1 1. 1297'TWAT TMCAL
FS 25' TW=1295.40
FS LOT 137 /SEC770N
15'SPILLWAY TW-1297'
DETENTION BASIN 70 r
SAND FILTER(ASTM C33) \ o\ � ` BASIN A
LOW-FLOW PIPE SEE CONS7.N07E 24 12954'T IT A WEIR
SEE SHEET 10 (DETENTION BASIN) SEE CONST N07E 2
•'•1 _ -Sff-SI'/EET 10 FOR DETAILS
C ^/ 1294'FG 7294'FS
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\
SCALE 1"-20'
PVC SD PIPE SUBDRAIN , `PVC 90°ELBOW (SAND FIL TER 6"SUBDRAIN 291 FS
_ III II) II -;
WHERE APPICABLE -III -III III III Mq
0 20 40 60 80 W,;.W, ;.11111 IllL; VARIES(190 2.5%)
I III-111�1= I-III III-III III III III=III ,
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N.rs - =1 I,II MITI -sT.NOTE
BASIN "A2" WEIR OUTLET 3'TOE DO WM FOR DETAILS
N.TS
SAND FILTER(AS TM C33)
3"THICK PEA GRAVEL FILTER
0 0 0 0 0 0 o AASHTO N0.57 COARSE
4®12"MAX
GRADING OF FACING ROCK RIP-RAP AGGREGATE LAYER o PROPOSED
H=2.5'
0 0 0 0 o IL METHOD B PLACEMENT 6"DIA. PERF.PIPE SUBDRAIN "' ADJACENT FS TW PER PLAN
w 5" (SEE PLAN)
ROCK SIZE (ft) PERCENTAGE SMALLER THAN FlL TER FABRIC 2'-6" 1'-0. FINISH GROUND
0 0 0 0 0 0
150 LB --------- 100 (M/RAFl-180N) 10" -(SEE PLAN)
75 LB --------- 50 _
25 LB --------- 10 99 SAND FILTER SUBDRAIN DETAIL FG. J4®18"D.C.
PER PLAN l 7 N.T S9 (PER PLAN)
GRADING OF 1/4 TON ROCK RIP-RAP
" 8'X8"X76"CONC.
H=3' R CLASS A'CONCRETE BLOCKS, GROUT ALL
� CELLS SOLID
METHOD B PLACEMENT WIDTH PER PLAN o
ROCK SIZE (ft) PERCENTAGE SMALLER THAN oti 0
1/2 TON (2.25') 100 w �!4®12"MAX 12"
O z O O 1/4 TON (1.80') ---------50 W
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v � `COMPACTED NA77VE 14 012" �U I 5'MIN 24" 1 5'MIN.
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YOU DIG YOU DIG 10 �� N.Ts 20 N.TS. 22 24 N.TS.
TOLL FREE 1-800-422-4133 N.T.S.
A PUBLIC SERVICE BY ERSC 10/08/2020 MB
MARK
SERVICE ALERT
MAR/\ REVISIONS APPR. DA TE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROPRIATE PREPARED BY. SEAL "AS BULLY' CITY OF LAKE ELSINORE SHEET NO.
FOUND
AC OF DEVELOPMENT AND/OR CITY AND STATE LAWS AND HAVE BEEN im
ENGINEERING SU1 N. SHERIDAN STREET _ RpFESSIo /3
FOUND ACCEPTABLE SUITE 117 FovN G.OgNq< RCf EXP. DATE
LAND PLANNING CORONA, CALIFORNIA 92880 �2r�t 6oPtiyc REVIEWED BY. STORM DRAIN PLANS
rEL. (951)279-laao � m
SURVEYING FAX(951)279-4380 w No.36996 m TRACTS 37305 h 37305.1�,A,,�� 10-18-2020 'S SH75
Of Engineering,Inc. A INSPECTOR DATE OF
� SCALE AS SHOWN BENCH MARK: SEE SHEET 1 FILE NO.
R MON HABIB, RCE N, 83156 DATE BASIN AZ AND DETAILS
CITY ENGINEER "VVV///��•���� 08/17/2020 FOF Cnv�Fo
DATE AUGUST 2020 20-095
CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. NO.36996 DATE
OrawnA R:\382663�d\Storm Drain\663-PLN-50-3)306-OISOwg Laµt 663-PW-.m-3)305-013 Sovetl:6/26/1010 SNl PM Ploffed�B/IB/2020 1212 PM BK Drone
FOR PLAN + CONSTRUCTION NOTES
& PROFILE / / 4`9'>i\
\ SEE SHEET 6 CONSTRUCT FACING ROCK RIP-RAP PER DETAIL DN SHEET 13
i
N LAT B-1 FOR PLAN & PROFILE A / \ 1 D 15 CONSTRUCT BASIN B'OUTLET STRUCTURE PER DETAIL DN SHEET 14
\
SEE SHEET 5 // ,/ ,/ \�� LAT B-7 ,� / + T 17 SAND RLTER SUBDRAIN WITH 6'PERF PVC DRAIN PIPE PER DETAIL ON SHEET 13
x / 133720� FOR PLAN /
FILE \\,/ / + i
SAND FL TER SUBDRAIN CLEAN OUT PER DETAIL ON SHEET 13
FS CONSTRUCT 3'DECOMPOSED GRANITE OVER COMPACTED NATIVE ACCESS ROAD
_ \
FS R� j�`O 20 CONSTRUCT 6'P.C.C.ACCESS ROAD PER DETAIL ON SHEET 13
�. 1339.00 \ Q G
\\l Q�O�. // ENO o 20,SPILLWAY TV
s \ i
LINE B BASIN B' \� ��
OUTLET 13 FOR PLAN & PROFILE / BASIN B' 3700 CONCRETE LINED FOR£BAY /
/ 15 �� SEE DETAIL H
SEE SHEET 3 �/ SEE DETAIL HEREON FS
1334.
1340.00
�� 66 /NV 6�' ���� �� O ix � �� l 134134 �,'3 J � o �)� / SCALE: 1"=20"
i l FS
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iiz
FS 1334.15
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t3h86'� P� --- 1334.42 7 FS
a AS t INSPECTION CLEAN OUT(T)P.)_ INV 6
1
3r /SCREW TOP LID -- ____
is / 134 a4 P R a, 6'ABOVE SAND
1340
FS 1341.7
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{5 1342.0 11 1341.7 �� W PER TR 7305
9,0 r FG 1341.7 FG Ot/GH GRAD G PLANS \
13 13420 A V TOP OF WEIR
i ,I 1,5a^-� b� FG 1FG FG \ �\ \ J/4 @ 18"O.C. iW=1338.33"
SPILLWAY
1340 \ \ \ \ TOP OF SPLASH WALL
8'X6 X16"CONC. 2"OPENNING TW=1339'
\ 6"P.C.C. LINING W/#4 BLOCKS, GROUT ALL 10'
G 1335 a" \ @ 12"O.CEW. N CELLS SOLID
\ 0 IMBED 2"MIN. INTO
0 _D o _A pK o o !-T o 0 0 \ x •.�\ 059 FRESH CONCRETE
-X - x- - -- -- -- y\ /\•\\ •�mN N II.4„III II
BASIN 'B --- -
I-1 r�I I-�u�u
• 18" `FINISH SURFACE @ CENTER= 133700
FOREBAY WALL 2"WIDE WALL OPENN/NC
N end SPILL wa r=m' N r.s N.Ts.o TRASH RACK NOTa
@ 1340"
1. WO WELL-SCREEN RASH RACKS SHALL BE STAINLESS STEEL AND BASIN "B"FOREBAY
A SHALL BE ATTACHED BY STAINLESS STEEL HARDWARE ALONG THE
EDGE OF THE MOUNTING FRAME
WING-WALL p0�a �L 2. STEEL FLOW CONTROL PLATE SHALL BE SHALL BE ATTACHED BY
ELEV 1340'(2nd STAINLESS STEEL HARDWARE ALONG THE EDGE OF PLATE
SPlIL WAY) �k �o "�Q (�' ` 0.1T (,
�4 W 2' o CLR. 3. BAR GRATE RASH RACKS SHALL BE ALUMINUM AND SHALL BE
BAFFLE WALL 2 F, o F. BOLTED USING oE.
4. TRASH RACK WIDTTHSLARE FOR ESS ESPECIFIED*RASH RACK MATERIAL. _
0.83' WO TRASH RACK FINER WELL-SCREEN OR MESH SIZE THAN SPECIFIED IS ACCEPTABLE,
6'"DIA. PVC PER.PIPE � �
SUBDRAIN-20'O.C. T1P. FL HOWEVER, TRASH RACK DIMENSIONS NEED TO BE ADJUSTED FOR
SEE SOIL MEDIA &SUBDRAIN ���� Top of Plate @ 1339" MATERIALS HAVING A DIFFERENT OPEN AREA/GROSS AREA RATIO(R / 4 \
DETAIL AT RIGHT s.. 'B"BARS 5. RECOMMENDED R-VALUE=0.60 6x6x°/1
C�'D ALIGNMENT 0.83' c� ���4@
30 RCP ORIFICE CONTROL PLATE ro ED.B.OUTLET NOTEWREFERENCE RIVERSIDE COUNTY FLOOD CONROL DISTRICT E.D.B. OUTLET6" 18'"_ _ STANDARDS WQ501-E /
��_--- _ � JB � � A BASIN SLOPE
V 3 F, 2H:1 V
BASIN I JJ4' BasinSTA 5) DETAIL X / o F� ,,�, �.�,
1 EA -3"DIA. @ 1334"(Basin B) h� � � � ��- � E SPILLWAY @ 1341
BARS \ N.Ts-/ sq Q i
o EL=1340.11' _
STEEL FLOW CONTROL PLATE �--� STAINLESS STEEL SUPPORT BARS MAX WSE 100-YEAR STORM �- <<� � �
BAFFLE WALL 1 3"WIDE REM VABUE PORTION SECTION And ��� ��
BAFFLE WALL 2 / EL=1138.83"
__4N.I.S. o, t I MAX. WSE 24-HR 2-YEAR STORM TOP OF NANGWALL
WO TRASH RACK TRASH RACK PER SPPWC STD. NO. 311-3 "?
BASIN OUTLET STAGE 2 i TRASH RACK PER SPPWC STD.N0. 311-3
} l j FLOW' WATER QUALITY VOLUME F / GRATE SUPPORT WITH ANCHOR
0.83 51T J.33' ro m I \ -- -- -- -- lF No. 93 STAINLESS STEEL WIRES SEE DETAIL X HEREON
SAND FIL TER BASIN �
oSTEEL FLOW CONTROL PEA IF o __I (JOHNSON SCREENS*OR EQUAL) _ __ __ __ __ F ',� i
J.08, LOIJ, / ASTM C 33 SAND l --T-- Top of Plate @ 1339'
0.83'TYP. (SEE NOTE 2) I i� BST G/Js, i� 0.83' 0.83"
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10-16-2020
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DATE AUGUST 2020 20-097
CITY OF LAKE ELSINORE KEITH G OSBORN R.C.E. NO.36996 DATE
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