Loading...
HomeMy WebLinkAboutAs Built Tract 33486 On Site Storm Drain City of Lake Elsinore (PHB&Assoclafes,!na) Im ovement Notes Owner an 1 RECO WING i TE TO CONTRACTOR: THE EXISTENCE AND LOCATION OF NLEIGH-LAKECH LLC D,R.NO,1AR On-Site Storm Drain Improvement Plans --- ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN 32823 Ay 79 228a WAT2DtoW r1lDrmatiflfl Obtained FtoTn ON THESE PLANS WERE OBTAINED BY A SEARCH OF TEI.ECULA, 2 c.R0o /A,GA 925� ►cIn i=1500t YAPSCN.E AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY OF LAKE ELSINORE DOES NOT CONSTITUTE A City's Records (951 6-672 951-z�Z-9oo0 Engineer's Records - LVGE% RE DOUR. F REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS F • (951) 699-08 - OF THE LOCATION, NOR THE EXISTENCE OR NONEXISTENCE For Tract 3348 (:Ontrsctor'6 s'�s DATED 10 19-�7 OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES Engineer ,d .o „� #�, Project Site a WITHIN THE LIMITS OF THE PROJECT. THE CONTRACTOR 41593RENCI IL „E _b IS REWIRED TO TAKE ALL DUE PRECAUTIONARY MEASURES 41593 WINCHESTER ROAD, SUITE 120 "-"-"'-' -`_ �' FOR THE PROTECTION ALL UTILITIES, PIPES OR TEM£CULA, CA 92590tbff„�a _i PAST WALMIT DR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. (951)296-1292 SS ANY UTILITY DAMAGED DURING THE PERFORMANCE OF THE I $ 1dN NN ZIEGLIPDEIR JOY ST WORK SHALL BE REPAIRED OR REPLACED TO THE - w {114G SATISFACTION OF THE GOVERNING AGENCY BY THE ELECTRIC: TFLEPHOIE: I ! CONTRACTOR AT HIS EXPENSE. SOUTHERN CALIFORNIA EDISON VERIZON � QQ;��JJ//���� �p� - LE GAPE ST � 74 2 ALL WORK SHALL.CONFORM TO COUNTY CODES, STANDARDS 26100 MENIFEE ROAD 150 S. JUANITA ST. LAKE.7rIVRE DRIVE SPECIFICATIONS FOR PUBLIC WORKS LATEST EDITION AND MENIFEE, CA 92543 HEMET, CA 92543 - - _ LINCOLN ST STANDARD DRAWINGS OF THE COUNTY OF RIVERSIDE. IT (951)674-3146 (951) 929-9464 - "- IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR GAS SEWER,WATER k FIRE: CONTINUED _ WITH THESE STANDARDS AND CODES AT ALL TILES. THE GAS COMPANY Eve Easement Notes a Otes... --.-T� 3 THE CONTRACTOR SHALL NOTIFY THE CITY PUBLIC WORKS 1 AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND 8 AN EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA 1 1 1981 W. LUGONIC AVE. 31315 CHANEY ST. 0 REDLANDS, CA 92374 LAKE ELSINORE, CA 92530 RUCHES W. HAMMEL, HUSBAND AND WIFE, FOR THE EDISON COMPANY AND GENERAL TELEPHONE COMPANY INSPECTOR TWO WORKING DAYS PRIOR TO BEGINNING ANY LW end Abbre fio WORK. CALL FOR INSPECTOR AT (951) 674-3124 EXT. (951) 335-7828 (951) 674-3146 PURPOSE OF I PRIVATE ROAD UNDER CONTROL OF OF E LINES, FOR THE PURPOSE OF EITHER OR BOTH EXIST STAGFOUR CORNERS STORMLEGEND ABBREVIATIONS 247 RECORDER FOR INSPECTIONS (951) 674-1344 OWNERS AND INCIDENTAL N BOOK E329 INSTRUMENT POLE LINES, CONDUITS OR UNDERGROUND FACILITIES AND DRAIN STAGE 3- -0-1RCIFC k RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF INCIDENTAL PURPOSES, RECORDED JANUARY 26, 1968 AS WCD PROJECT NO 3-0-120 k BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM MONDAY DEEDS. (ITEM 3) INSTRUMENT NO. 8018 OF OFFICIAL RECORDS. (ITEM 7) DWG NO 3-116. A-A A-A=SECTION LETTER BVC BEGIN VERTICAL CURVE THROUGH FRIDAY. ara IOn o meer o Or I J 9 �DETAI�L TT D THIS EEM SHEET ON BW BACK OF WALK 4 CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN O AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND I I EG EXISTING GUM ACCORDANCE WITH CALTRANS TRAFFIC MANUAL AND WATCH I HEREBY DECLARE THAT THE DESIGN OF THE NELLIE A. BLOODGOOD, HUSBAND AND WIFE, FOR THE O AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND MANUAL AT ALL TIMES DURING CONSTRUCTION. FAILURE IMPROVEMENTS AS SHOWN ON THESE PLANS COMPLIES WITH PURPOSE OF PIPE LINES OR DITCHES FOR IRRIGATION RACHEL W. HAMMEL, HUSBAND AND WIFE, FOR THE LI I EP EDGE OF PAVEMENT TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. PROFESSIONAL ENGINEERING STANDARD AND PRACTICES. PURPOSES AND INCIDENTAL PURPOSES IN INSTRUMENT PURPOSE OF A PRIVATE ROAD UNDER CONTROL OF 1 AC TRENCH RESTORATION AS THE ENGINEER IN RESPONSIBLE CHARGE OF DESIGN OF RECORDED MARCH 29, 1918 IN BOOK 479 PAGE 43 OF EVC END VERTICAL CURVE OWNERS.AND INCIDENTAL PURPOSES, IN INSTRUMENT 5 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FF FINISH FLOOR HAVE A RESPONSIBLE REPRESENTATIVE, AT THE JOB SITE THESE IMPROVEMENTS, I ASSURE FULL RESPONSIBLE DEEDS. (ITEM 4) (NORTHERLY LINE OF SOUTHWESTERLY RECORDED MAY 11, 1911 IN BOOK 329 PAGE 219 OF �- AT ALL TIMES DURING CONSTRUCTION, CHARGE FOR SUCH DESIGN. I UNDERSTAND AND 15' EASEMENT) DEEDS. (ITEM 4) BOUNDARY LINE FG FINISH GRADE ACKNOWLEDGE THAT THE PLAN CHECK OF THESE PLANS BY - C NTERLIPE FL FLOW LINE 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR O AN EASEMENT IN FAVOR OF GENERAL TELEPHONE 10 AN EASEMENT IN FAVOR OF WILLIAM D. HAMMEL AND THE.CITY OF LAKE ELSINORE IS A REVIEW FOR THE COMPANY OF CALIFORNIA, A CORPORATION, FOR THE TO ARRANGE FOR THE NECESSARY RELOCATION OF ANY RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD - CURB AND GUTTER FS FINISH SURFACE LIMITED PURPOSE OF ENSURING THAT THE PLANS COMPLY PURPOSE OF PUBLIC UTILITIES, AND INCIDENTAL PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY GB (,TRADE BREAK UTILITIES. CONTRACTOR SHALL NOTIFY ALL UTILITY '1 GB GRADE BREAK WITH CITY PROCEDURES, APPLICABLE POLICIES AND PURPOSES, IN INSTRUMENT N0. 86485, RECORDED JULY COMPANIES INVOLVED AT LEAST TWO WORKING DAYS 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) - GF GARAGE FINISH FLOOR ORDINANCES. THE PLAN CHECK IS NOT A DETERMINATION 2, 1973 OF OFFICIAL RECORDS. ITEM 5 ( ---------- SAWCUT LINE ADVANCE NOTICE PRIOR TO UNDERGROUND CONSTRUCTION AS ( ) WELL AS 1-800-227-2600, UNDERGROUND SERVICE ALERT. OF THE TECHNICAL ADEQUACY OF THE DESIGN OF THE 11 AN EASEMENT IN FAVOR OF THE COUNTY OF RIVERSIDE I-.. ETXE�PAVEMENT Hk HEIGHT OF RETAINING IMPROVEMENTS. SUCH CHECK DOES NOT, THEREFORE, 4 SAID LAND LIES WITHIN THE CITY OF LAKE ELSINORE O FOR THE PURPOSE OF PUBLIC HIGHWAY AND PUBLIC HP HIGH POINT 7 ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE O REDEVELOPMENT PROJECT AREA, RECORDED JULY 20, RELIEVE ME OF MY RESPONSIBILITY FOR THE DESIGN OF UTILITY PURPOSES AND INCIDENTAL PURPOSES, RECORDED RETAINING WALL IN PLACE PRIOR TO PAVING THE STREET SECTION, THESE IMPROVEMENTS. AS ENGINEER OF RECORD 1983 AS INSTRUMENT NO. 1983-145706 OF OFFICIAL OCTOBER 17, 1939 IN BOOK 435, PAGE 379 OF OFFICIAL - INV INVERT INCLUDING, BUT NOT LIMITED TO SEWER, WATER, RECORDS. (ITEM #8) RECORDS. (ITEM 5) VACATED I-- �- EXISTING WALL ITC IMAGINARY TOP OF CURB TELEPHONE, ELECTRICITY, GAS AND DRAINAGE OF LAKE I AGREE TO INDEMNIFY AND HOLD THE CITY ® BLOCK WALL OF LAKE ELSINORE, ITS OFFICERS, AGENTS AND -I I LP LOW POINT FACILITIES. AN EASEMENT IN FAVOR OF WWAM D. HAMMEL AND EMPLOYEES HARMLESS FROM ANY AND ALL LIABILITY OF OS AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND __ -,0- 6'HIGH WROUGHT IRON FENS 8 ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES CLAIMS, DAMAGES OR INJURIES TO ANY PERSON OR RACHEL W. HAMMEL FOR THE PURPOSE OF ROAD 0 D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE -C- 6'HIGH WOOD FENCE - ING MIDDLE VERTICAL CURVE MUST BE POT HOLED AND ELEVATIONS VERIFIED PRIOR TO PROPERTY WHICH MIGHT ARISE FROM THE NEGLIGENT ACTS, PURPOSES AND INCIDENTAL PURPOSES, RECORDED MAY OF WELL SITE AND PIPE LINES AND APPURTENANCES AND I I NG NATURAL ELEVGROUATION CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE 11, 1911 IN BOOK 329 OF DEEDS, PAGE 219. (ITEM 4) 1 - DIRECTION OF FLOW - NOTIFIED OF ANY NECESSARY REVISIONS TO THE ERRORS OR ANDI FOR OF THE ENGINEER OF RECORD. I INCIDENTAL PURPOSES, RECORDED APRIL 7, 1(NO IN PAD PAP ELEVATION APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM HAVE READ AND INFORMED THE PROJECT ©AN EASEMENT IN FAVOR OF FRED C. BLOODGOOD AND BOOK 900 PAGE 492 OF OFFICIAL RECORDS. (NOT I --±oo— EXISTING GROUND CONTOUR TB TOP OF AC BERM OF "AS-BUILT" PLANS SUBMITTED TO THE CITY THE GINEER APPLICANT/DEVELOPER THAT APPROVAL OF THESE PLANS NELLIE A. BLOODGOOD, FOR THE PURPOSE OF PIPE LINES PLOTTABLE) I DRAINAGE SWALE TC TOP OF CURB DO NOT RELIEVE THEM FROM THE REQUIREMENTS OF THE OR DITCHES FOR IRRIGATION PURPOSES AND INCIDENTAL y S EXISTING SEWER TO TOP OF DRAIN FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE CONDITIONS OF APPROVAL. PURPOSES, RECORDED MARCH 29, 1918 IN BOOK 478, 13 A CERTIFICATE OF CORRECTION FOR STREET NAME PROJECT BY THE CITY ENGINEER. _ PAGE 113 OF DEEDS. (ITEM 5) (NORTHERLY LINE OF CHANGE WHERE AS STREET SHOWN ON SAID PARCEL MAP W- EXISTING WATER IF TOP OF FOOTING "ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOUTHWESTERLY 15' EASEMENT WAS CHANGED FROM ORANGE STREET TO CLEMENT -�- - TOP OF SLOPE TW TOP O'WALL SOILS TEST WILL BE TAKEN AFTER ROUGH GRADING TO ) STREET, RECORDED JULY 25, 1988 AS INSTRUMENT NO. ! 21T SLOPE RATIO O /'$ 8 8-206 41 6 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, - TOE OF SLOPE TRW TOP OF WALL RETAINING DETERMINE THE EXACT SECTION REQUIRED. SECTION 7 AN EASEMENT IN FAVOR OF DR. FRED H. MEISINGER AND CALIFORNIA. MN MANHOLE AERIAL k FIELD TOPOGRAPHY BY DENNIS JANDA, INC. 0 00. TC THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. D.F. MEISINGER, HUSBAND AND WIFE, FOR THE PURPOSE - �y PROPOSED ELEVATION DATED: NOV. 2004 OF WELL SITE AND PIPE LINES AND APPURTENANCES AND SAID LAND LIES WITHIN THE RANCHO LAGUNA - 00 00 TC JS JUNCTION STRUCTURE 10 ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED INCIDENTAL PURPOSES, RECORDED APRIL 7, 1948 IN t4 - `>�. EXISTING ELEVATIONPCC DURING CONSTRUCTION SHALL BE REPLACED TO CITY REDEVELOPMENT PROJECT AREA, RECORDED AUGUST 13, ( SEE OFF-SITE STORM 00.00 PORT�N) � STANDARDS AS APPROVED BY THE CITY ENGINEER. BOOK 900 PAGE 492 OF OFFICIAL RECORDS. (ITEM 6) 1981 AS INSTRUMENT NO. 1 981-1 53 429 OF OFFICIAL I TT!� FUTURE ELEVATION AC ASPHALTIC CONCRETE CENTERLINE: TIES ARE TO BE FURNISHED TO THE CITY (NOT PLOTTABLE) RECORDS. ( .I DRAIN PLANS FOR THIS p,gx EXISTING WAX TRACT FOR CONTINUATION .,� � STA STATION ENGINEER AT THE COMPLETION OF THE PROJECT BEFORE - OF STORM DRAIN �� EXISTING GRADE ( ) EXISTING ITEM ACCEPTANCE IS GRANTED. r11�ryry LAT Al OFF-SITE EXIT TRACT —18'sT� PROPOSED STORM DRAIN 7r,A( 1 N0, 1,8�9 11 rrIAC r NO, 18 lJ6 rr,AC T NO, /JJ4f 1 SEE OFF-SITE STORM Q10=0.a I EXISTING STORM DRAIN ( ) FURkE ITEM 11 AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL ��ry /,I y /Iy - \' Q100=1,g I (PP)EXISTING POWERPOIE CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHT-OF-WAY. !I\11-8 39/4 1\ -8 J3 A0 f-�9, ly/JF3 �J-5,0�-81-t�j' ? XIT TRACT SIN PLAN IXISTINGMANFgLE BEFORE ISSUANCE E SAID PERMIT, THE CONTRACTOR '� rj %' r� i i r r- /I it I � PROPOSED CATCH BASIN MUST PROVIDE THE CITY ENGINEER WITH CERTIFICATE OF J 1 J r r1 r r J�� �0 J J J1 I � I I J('�I J 1 rt£. rt7 Q10=4.1 ��\�J 0 J�f ED� 1 �. � EXISTING CATCH BASIN INSURANCE, REQUIRED BONDING FOR PUBLIC )� 1 1 ,' F ) ) )/ )1 :J v CJ /J) /.r Q100=9.0- - - - - - - ' � \ �'- ---•--`----- -- -.-.....--- - ° --' -�-�-3- PROPOSED FIRE HYDRANT IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE JJ 1�y ��'I -� �+ ! 1,60' j� \ Q100=6j8 t.6 PRESENT AT THE JOB SITE DURING THE TOTAL TIME /3 ))/��7 8 15 16 25-� �' LAT',A3 F EXISTING FIRE HYDRANT FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF '� J /, f , -- ___ 36 37 --- - ' '-'" 22 23 24 , cos MEDIA FILTER ITEM TO BE DEMOLISHED 18 1920i21 Q1 Np.3/1 4SEE IMPROVEMENT PLANS /J 6' ,1 y -9 _ 14 ' 17 I _ Q00=951/3.7 i J 26 3 ! 3�NI0��i40\41 AJ DETAILS 4 FO2 ��- CUT/FILL DAYLIGHT .... 'f Private E meer's Notes To Contractor �` / 10 Q,�aajo LL r:27 QT(k5. Storm am o n les �► 1 THE EXISTS CE AND LOCATION OF ANY UNDERGROUND %rJ lr'' V' I r--�!r \ Q100=8. _ UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON ".� / J� `5 �' -�., 1 3 M GT '^^_� '� \ NO u) DESCRIPTION -- QUANTITY THESE PLANS ARE OBTAINED BY A SEARCH OF THE /_' `� �- � - _ �j Q1D=5.0/O. p )ti AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE / 1 1 ,it `1 - I - p 1 INSTALL 16 RCP D-LOAD PER PROFILE 130 LF / r J�--l / 1' '. S E]-I T 3 �.�2v % 10�7.4/2. M u0 2 INSTALL 24 RCP D-LOAD PER PROFILE 950 LF THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON i 4 ( u— L �7 7&'75II — 33 LAT A2 vI 1!� LINE B 3 INSTALL 30 RCP D-LOAD PER PROFILE 90 LF THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ,^� - SEE SHEET 4 ^ � I.1 DUDE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY ✓ / 1 2 E i 5 CONSTRUCT MANHOLE NO 1 PER RCFC STD MH251 2 EA o• �7 7(p 75 74;73 1 7Z!7) UINE A 1 `T'29 'j ,�� isEE.sHEEr 2 != 6 CONSTRUCT MANiOLE NO 4 PER RCFC STD MH254 2 EA LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR O ke �� ' 3 _79 - --�-- .l ___-* _3. "`�-� �'�.32 43 I I nT A Z 0 C) 7 CONSTRUCT CONCRETE COLLAR PER RCFC k WOO STD M803 7 EA FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY �//\ TY �,�, �'TT.T - FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES 'r r ` 6� r/ �g �Z I�03 I �4 ins I �c�o 67 40 '.zYv�', LIB IA fit/,A.,.P 'a BEFORE PROCEEDING WITH THIS WORK, .� ,//- 2 1 c' cp g� 31 � C� 11 CONSTRUCT CATCH BASIN PER COUNTY STD 302 28 LF SHOWN OR NOT SHOWN ON THIS DRAWING. ,!/ 79 (p0' �+� THE CONTRACTOR SHALL CAREFULLY n \ 'E C7T -:'VT'VII' V.T i@1 30 9a 2 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND 1 I I z L \" 12 COJSTRIICT CARTER DEPRESSION.PER COUNTY STD 31 CASE A 68 LF COMPLETE RESPONSIBILITY FOR.DOB SITE CONDITIONS CHECK AND VERIFY ALL CONDITIONS, ,%�V ! 1 J¢ - -_ - - - QUANTITIES, DIMENSIONS, AND GRADE V ✓ I' ' i I' i 44' 14 CONSTRUCT CONC FNCASFIENT PER EVMND STD S-2 TYPE A 50 LF DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, + `-_ _ _ _.. ___--__ \I INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT ELEVATIONS, AND SHALL REPORT ALL ,� (rO - __ - l-•� `� NORTH ARROW 15 CMODIFIED OJSTRIICT 60 MWd10.E PER COS SID ON SHEET 4 OR EWAL 1 EA DISCREPANCIES TO THE ENGINEER PRIOR �/ --✓ , P � o Mph p J 16 INSTALL 17—PVC STUN DRAIN 160 LF THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT N•A 59 �0 1ME�EI3T Dft I TO THE COMMENCEMENT OF WORK. :r -1 D_ 17 INSTALL COS 816 IEDIA FILTER OR EQUAL REFER TO SIT 4 2 EA BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE .� - CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE ��� �/ '�, LOT 81 2 _ I 7 4S i LL) 18 INSTALALL 12 TEE 1 EA CITY, THE OWNER, AND THE ENGINEER HARMLESS FROM `,, 80'': 1 O S�-.54 53 52 5) 50 4� 48 8 47 4&,.-4'I NEW SONG CALVARY CHAPEL C-7 19 INSTALL 12 90 ELBOW 1 EA ANY AND ALL LIABILITY, REAL OR ALLEGED, IN e$Cr1 IOW ! 8�I•� 5'7, 5�D > j,{ L� �/� L� C1 Tp L jp ELBOW _ PROJECT,ON WITHITHENG FPE PERFORMANCE LIABILIT OFRWORRK ON NTHI FROM THE BEING A SUBDIVISION OF A PORTION OF LOT 18, BLOCK j-pJ 3 2 5 6 �+�?'� ;`�M `J� - SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. "B" OF RANCHO LA LAGUNA SUBDIVISION, AS SHOWN BY ' _ _ - - --I-- �_-- -+ __- _ _._ .- _ _ _.- UNAUTHORIZED CHANGES k USES: THE ENGINEER MAP ON FILE IN BOOK 8, PAGE 377, OF MAPS, SANS - a �-_.� -�__- --r_ _ _ _ _ _ DIEGO COUNTY RECORDS AND A SUBDIVISION OF PARCEL T - - I ---H - � -._ -. _-+ - -�- -- _.._ ._T _- i- PREPARING THESE PLANTS WILL NOT BE RESPONSIBLE FOR, r)� r� - - I X OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF MAP 10708, AS SHOWN ON FILE IN BOOK 70, PAGE 94 OF 1� �/� J� ' Jl �� il 7 J J /�� J I SCALE SHEET DESCRIPTION STATION THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN PARCEL MAPS; RIVERSIDE COUNTY, IN THE CITY OF LAKE 1 111 hhI L - _ 1 TITLE SHEET N/A _ WRITING AND MUST BE APPROVED BY THE PREPARER OF ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA. T') A �) 1 fy I�try (�� ry / THESE ` rr'1)r-'1 rI I\�1 r�T l�lJ� 1 Jam/ rr�Tr'1(JrI MAP NOJ e'7`TV1 0 120 240 3 LINER STA., 31+W.00 TO STA. 33+68.89 by s•7-o� Pl\ll lr� / �7-'f INDEX MAP PAR l �1\ll �ll�� 4 2DINE EDIA FILTER A UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THEjjOE"N7C CITY OF LAKE ELSINORE SET FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: �+ SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE E MACHADO ST TAKEN APPROPRIATE CONDIT104S OF DEVELOPMENT AND/OR CITY AND y On-Site Storm Drain Plans 1 ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEING N36'55'05"E AS SHOWN STATE LAWS, AND A PERMIT CAN BE ISSUED. _ - w■�wIN TI£COIdTY OF RIVERSIDE, CALIFORNIA TO HOUSE#15810 GRAND AVE 25't W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, NO.C55955 Y l� OF 4 SHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGN CHAIN LINK PAGE 94 OF MAPS, RECORDS OF Ems.12/31/08 TITLE `3`3�s SHEET 1-800-227-2600 FENCE; 7't NORTH CIF 4" DIA. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. O1 /7 07 A5-Q U IL b zz-r9 (�Vll eNr$N®MNc . suavEnNc IANIDNUNIM0413 1 1 t_E FILE'N0. R.C.E. CS 955 EXP 1/OS �7��7� 1'±S OF SURVEY MARKER POST. DATE: 8-26-80 R C fiY ENGINEER A MARK REVISIONS AIR DATE. 415e3 wlNpEsmN ROAD,SUITE 12o TEMEwLA CA,azss0 R.C.E. 56915 EXP:6/30/08 DESIGNED BY DRAWN BY CHECKED BY DATE 1/17/2007 PHONE 951.296.1292 FAX- 951.296.1164 i 1335 - _ 1335 _ 12 1 1 1 5 1 s 061 EXIST ACE _ _ g�� - - - - �� 6 o _ - - - ' - ' '!1� EXIST SURFA ® SD 5 I Rx M YS 0 -- N - - - - -- - -- � 1335 f ROP SURFACE _I ! 1 Z+° �- - " �1 _ dYBQ w5E=1325.93 T 132a.46 1 I PROP SURFACE 1325 - - - - --- _ w 1325 w w of s0 „- - - - - ----Z_- - - 12 - 1 - - " #1� - f -- - -q--� i .00 UT A2 (S)) 4 SWK UT ,4 i - - - - - - - - - 12" WTR M w w a -HGL - 1 00 UT A3 (N) BOT=1322. 7 7 BOT-1323.73 P-4 - - - - - - - - - - 8`SWR 7 BOT=1322.08 o �--� N 118" INLET N t S .I J - - - - BOT=1325.90 J .IZ�< 1319.37INV-18 14 = _ - - - - - - - - - - - - - - - - - 4" SWRUT 5=0.00� = �v U U 4" SWR T BOT=1325.92 a� U Z W a S=0. s=o.00ao-. a 325a I` 14 14 ----------- 4" SWR UT BOT--&5577 V 7 Qw g�SM N w 1 ,S, 5�.0040 =20.00' .___._- 1 -------�_-J_�.. ____..._- r B0T=1324.37 L t32a 52 ------ 1 n ' 0�,OF SD p= R-294.00' :2 I,i, w , w 23N85.62 LINE A 7 Y z 7 w s=0.0040 O 1o+00.a0 UT A2 - - - - Z j L=118.30 L=69.60' o to o S=o.0040 O� 1318.93 Iw-30. - PRE DACE O m CJ R=294.00 R=294.00 W O 0 s=O.o040 HTLAUIL&IC DATA L=33.6a' L=37.o5' �LIC DATA WMALLIC 1315 rn _ --- - -HGL wsE=1326.so w Z< L=42.87' - _- - 1315 o --- 010 , 1 0 o Q,00=B.0 CFS N rn 0100-8.0 CFS -' v1o�.i woo=s.i FPs _ M Z o R=294.00' V100=4.5 FPS aD.. -- ..- - . 0 In p 1Q N p o °f i } - + 14. 0 LF 24" RCP a _� 010-5.0 CFS + V10 2.8 FPS +^N N V10-4.0 FPS •IL a 9 N M N M w 41�11.2 cFs 4100 16.2 CffS i r 1 N (0 1^ ( D=2000 c0. � N°0 1 M 6.64 LF 18"FCP a M 12.37 LF 18'RCP `~ ^ V10�.7 FPS V100-5.2 FPS 0 o 1 j 1' 292.64 LF 24" R(P �y�p� IC QAT� N- ^N D=2000 D ROOD w.. 1 8� 8� ++ _ 1 1 L=277.84' � 1 In A,wr.,, IQ N N .- 0 1�i m m V100=5.2 __ _- i - R=306.00' w ' 1315 La A2 6 SWR _ - °�°°° 1315 �1��01 N - - 05 +�n�It $ Q10=11.21 Q100=16.2 of N Q10�S 410=1,.2 PSSitumtQ106 CFS- ++ ++ V10�.7 FPS V'=15.2 FPS }g+ V10=5.4 0 6.7 FPS V10�5_.2 FPS MMMM MM M M 1AM p N��`+�N^ N 292.64 LF 24" RCP N N 292.64 LF 2 " RCP 50.00 LF 24 RCP 23+85.62 LINE A D=2000 D=2000 D=2000 10+00. Uj A3 us V100s6.4 FPS V G.4 FPS Q100=16 2 amawiLCFSmu U 1318.93 INV-30 Q10'=21.7 CFS 21.7 CFS m V100=5_2 FPS QtVt '�l�yQtm°°51�-cyS _a °^ °D - -1 3 FPS - -- �- - � - -•-°e�i------ 74.12 LF 30 RCP 4. 1 LF 30" RCP m m.0 Q,0=11.2 CFS - 33.64 LF 24" RCP C4 N 1 V100=4.2 FPS •N 1 D=1250 D=1250 1 1 m M m„Np V10�.4 HIS D=20o0 N M V10-9.1 FPS +i� N c� t� 1 010-5.5 CFS o �R-294.00' " N" 309.96 LF 24" RCP 28.85 IF 18" PROFILE °�0°° HORIZ. 1"=40• Line 0=200o at A3 VERT. 1"=4' Line A . 1 1 '.. 23 24 25 26 27 28 29 30 31 10 10 NOTICE TO CONTRACTOR: CONTRACTOR TO POTHOLE AND FIELD VERIFY ELEVATION AND LOCATION OF ALL EXISTING UTILITIES BEFORE 6XS THE START OF CONSTRUCTION. 5 7 45 O 0 `� •Op oZ + ii F'ROP UTI ITY w ` . "w M� m 12PER THIS TRACT I PROP UTILITY w 12 WATER 48 4-9 TPA An. NM Mq 7 ZJJ "� 33� 4-5 - <o88 TV +O+ _ -- COS "816" FILTERS + + O i _ � 8 SHOWN FOR REFERENCE m ° :� �• ._ PROP UTILITY CALVARY u 2 ^` o _ CRY' OTOVR'6A ICC� FP0L13 ONLY. PLEASE REFER TO LAT A2 i NEW SONG _ I SHEET 4 FOR DETAILS tj.A% THISP--- I 'n �� , ^ f V Y �i- fd13. 8 WATER a �a x r� la�rL :� /W_ ,- Gscou W s 4� o i� �s 4IW a r I DAs n rl?!�1? 13 �� °p 6�1 11' PROP UTILITY BV,• 7 . /I-29 17 .. IS m 30 6 12 WATER `} \ �" �#` U 3 14 (�� N E �� 31 7 M a 31+00 00 MATCHL I NE 39 SEE SHEET 3Storm Drain Notes 1WOODG �^ ti \ CLEMENT STREET DESCRIPTION 4 1 INSTALL 18 RCP D LOAD PER PROFILE NORTH ARROWY 1 LAT AS U LITY !�� 2 IN 24 RCP D-LOAD PER PR�ILE V PROP UTILITY �� (11 1 THIS PROFILE $ SEWER 6X�� Q 32 8 SEWER 3 INSTALL 30 RCP DNOAD PER PROFILE 42SHEET % STORM DRAIN DATA 5 CONSTRUCT MAN&DLE NO 1 PER RCFC STD A/1251 0 4 ,OO P DELTA BRG RADIUS LENGTH TANGENT REMARK 6 CONSTRUCT MANHOLE N0 4 PER RCFC STD MH254 1 N53 04 55 W 31.25 24 RCP 7 CONSTRUCT CONCRETE COLLAR PER RCFC&WOO STD M803 0 23+87.87 2 a 08 21'22" 294.00 42.88 21.48 24 RCP D1=24" D2=30" 3 0= 23 03 19 294.00 18.30' 59.96 24 RCP N o 0.00 10.00 24 RCP 4 a-03 53 52 294.00 2 t0 T A3 2 o w m z��< AA-A38A2 AU--50: <Q`��C/ " 33 S o= 13 33 51 ---- -4.60' 34.96' 24 RCP B=1$" B=1$ y 6 N74 54 43 E -- 84.73 -- 24 RCP 4 CONSTRUCT"NC ENCASEMENT PER EVMND STD S-2 TYPE A ^o N ^ C=5 C=5 L in e A 7 4= 52 01 19 306.00' 277.84 149.32 24 RCP 15 CONSTRUCT 60 MANHOLE PER CDS STD ON SHEET 4 OR EQUAL + '� 5=19.37 5-19.64 �/f/` 8 N53 03 57 W -- 32.14' -- 24 RCP MODIFIED PER SHEET 4 u R=19.39 R=20.08 9 42 50 00' 45.00 33.64 17.65' 24 RCP SCALE i5 -; STA: 23+00.00 TO STA: 31+00.00 10 47 10'00 45.00 37.05 19. 44 24 RCP 0 40 80 BYPASS MANHOLE FOR +n 11 N36 56 03 E -- 12.95 -- 24 RCP COS MEDIA FILTER. 12 N36 56 03 E -- 14.20' -- 24 RCP SEE SHEET 4. 11 13 N77 39.04 E -- 12.36 ,2 14 N77'39'04 E -- 6.84 -- 18 RCP 15 N13 55 12'W 28.85 18 RCP 16 a 00 57 24 294.00 4.91 2.45 24 RCP $.1q8 IbV •7- v UNDERGROUND BENCHMARK DATUM: EL-24-80C COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELSINORE SHEET FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: �+i;t,{ �µ SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO ST TAKEN APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY AND On-Site Storm Drain Plans 2 ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEING N36.55'05"E AS SHOWN STATE Laws'AND A PERMIT CAN BE ISSUED. - IN THE COUNTY OF RIVERSIDE, CALIFORNIA e TO HOUSE #15810 GRAND AVE; 25'+W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, NO.C55955 IWNCivir r���p OF 4 SHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK PAGE 94 OF MAPS, RECORDS OF Exp 12/31/08 ---- Tract NOT Mob FILE NO. 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. s G AS-BJ)LT �0-ZZ. CML , 9dCP1F5tING SURVEYING IANU PIMAwNG LINE A R.C.E. C 5955 EXP 31 08 1't S OF SURVEY MARKER POST. DATE: 8-26-80 A. MARK REVISIONS PPR DATE IF 41593 WINCHESTER ROAD,SUITE 120 TEAECULA CA, 92590 STA: 23+00.00 TO STA: 31+00. �-I V"1'T71,. R.C.E. 56915 EXP:6 30 08 DESIGNED BY DRAWN BY CHECKED BY DATE 1/17/2007 PHONE: 951-296.1292 FAX 951.296.1164 VVJJ i I a 1 d1 1 11 it 1340 6 >1 1340 - --- -- 6 � -- 1340 EXIST SURF- and r< s $ I ® OF SD a g� Rim ;o R_r.3_ _ - - - EXIST SURFACE �p�o +p"s OF SD Ld �-� PROP SUI ACE J ® ACE ®� OF SD 12• WTR U 12" WTR V OF SD i 7 BOT=1330.09 BOT=1329. - - 1330 WSE=1331.90 1330 1330 a w _ �.,F -- - - - 12- - 127� ----- ---- ---- 1 - - - - 6" s 7 S=0.2500 47- .36 0 .2153 S=0.0337 Q N AA 14 33+ .05 LINE A �3 .0040 1 00 LAT A4 w 18 NLET W ------ - - --- - w 133.54 INV-24" S + �� ` �" � � ro � L=7.96' L=6.26' N to I RMIRAILIC DATA R-22.50 _ R=22.50 1 M 1 M Q1�Vr1.3 CFS Q100 9.1 IYS 8 1320 1320 1 V100-11.1 FPS V100=5.2 //y� Q100-7.1 CFS •-• pp•-•'-�{•.• Q10D-7.1 _--_- L- .36' 12.33 LF 18" RCP 320 V100'-4.0 FPS N O V100=4.0 o 9_GFPS - V10=11.D..FPS N N tnv NN V1�.2 - Q oo=1s.2 CFS " 17.60 LF 18" RCP = 6.26 LF 18" V 00=5.2 FPS n M n r� rD ! �e D=2000 t)=2000 Q 1�.4 FPS + n 10= -.3 CFS Q1ao s.1 CFS N 10 11.1 FPS V100=5.2 FPS • 1 o-2000 D=2aoo PROFILE HORIZ. 1"=4D' Line A Lat A4 VERT. 1"=4' _ 31 32 33 NOTICE TO CONTRACTOR: 3 j� CONTRACTOR TO POTHOLE AND FIELD a ". VERIFY ELEVATION AND LOCATION OF r Rio ALL EXISTING UTILITIES BEFORE THE START CONSTRUCTION. r N�r W LANE ' ZNOn ^UN »-A H STREET -M ZN ^ �3 71 60' PROP UTILITY 7 30^ ! 23 12 WATER THIS TRACT ua0i co m � PROP UTILITY I n o 0 __.� \ PROP UTILITY 12 WATER ++ + + i13 8 SEWER I STRUCTURAL ZONE I PER THIS TRACT o000 0 ,. '- 13NATIVE BACKFILL COMPACTED W �9a �g� 6.8 24 TO 95%RELATIVE �i� i ;�, , f� ,' COMPACTION (MAXIMUM LIFT SURFACING (EXCLUDING THICKNESS IS 6 INCHES) y+� LAT A4 MH NO 4 GRAVEL ROADS) n �AV4a"c�a''Gg SEE PROFILE 1 ` 0 33+37.78 II INTERMEDIATE ZONE II FrC r7io+m«YsOri'.lotair• is 01' J THIS SHEET a \ D1=18" D2=24" BASE MATERIAL AND 6 A=45' B=18" - NATIVE BACKFILL COMPACTED TO SUBGRADE. COMPACTED TO U N -- ___ _ 2 __ _ _ 'h °- -._ S=26.72 C=4' 90%RELATIVE COMPACTION (MAXIMUM 95%RELATIVE COMPACTION Citv's RacordD F - .. -32_ ,+t..,--.- -- R=26.83 LIFT THICKNESS IS INCHES; N ENgirtae s Re., .. _. . ... Q Li2 WHEN PorDING oR IETTTNG usE 4 MINI MUM TRENCH WIDTHS: _ - FEET) 18"0 - 39" MIN. WIDTH Ctrtlt r+oa - O.rar>=f> 1 11 29 17 to __ �___ -__r, ,, ,,_ __- .- III VARIABLE 24"0 - 48" MIN. WIDTH By--l� --- w CLEMENT- TR � _ _ III PIPE AND UTILITY Z� 1'-0" 30"0 -ss" MIN. WIDTH tWn -- --- -- -'$ j - - CLASS II BASE COMPACTED TO 90% MIN 36"0 - 78" MIN. WIDTH O 1 - - --_d_ '_ / 7 AND INSTALLED PER ASTM D2321 O 1 2/ 26 UNDERGROUND INSTALLATION OF 42"0 -89" MIN.WIDTH THERMOPLASTIC PIPE FOR SEWERS 48"0 -89" MIN. WIDTH 30 29 28 Storm Drain Notes + AND OTHER GRAVITY FLOW APPLICATIONS" DESCRIPTION NORTH ARROW P7 � ' ' 1 INSTALL 18 RCP D-LOAD PER PROF PROFILE PROP UTILITY m o W o LONGITUDINAL TRENCH BACKF I LL STANDARD 2 INSTALL 24 RCP D-LOAD PER ILE 8 SEWER n ri r n n SCALE: N/A °+a + + r++ 6 b o M M CONSTRUCT MANHOLE NO 4 PER RCFC STD MH254 M n REPLACE STRUCTURAL SECTION AS 7 CONSTRUCT CONCRETE COLLAR PER RCFC&WOD STD M803 00 s 7 FOLLOWS: Line A n o SURFACINGEXISTING, T THICKNESS AS EXISTING THICKNESS PLUS 1" 3" MIN 11 CONSTRUCT CATCH BASIN PER CLK(;Y STD iD BASE MATERIAL, 4" MIN OR AS SPECIFIED 12 CONSTRICT GUTTER DEPRESSIGN PER COUNTY STD 312; CASE A 14 1 CONSTRUCT CONC ENCASEII£NT PER EVMlD STD S-2 TYPE A STA: 31+00.00 TO STA: 33+68.89 STORM DRAIN DATA DELTA LBRG RADIUS LENGTH TANGENT REMARK SCALE 1 N36 56'03'E -- 187,14 -- 24 RCP NOTE: WHEN A FIRM FOUNDATION IS NOT ENCOUNTERED, 0 40 80 2 a 45 0058" 45.00 35.36 18.65' N RCP DUE TO SOFT, SPONGY, OR OTHER UNSUITABLE MATERIAL, 3 NO8 0455-W -- 10.24 -- 24 RCP 4 NOB 04 55 W 12.33' 18 RCP SUCH MATERIAL SHALL BE REMOVED TO THE LIMITS - 5 NOS 04'55'W -- 16.86 -- 18 RCP. DIRECTED BY THE ENGINEER, AND THE RESULTING 6 N81 54 36 E 5.25 18 RCP EXCAVATION BACKFILLED WITH PIPE BEDDING MATERIAL 7 0= 41"57'30 23.96 17.55' 9.19 18 RCP COMPACTED TO 90%RELATIVE COMPACTION. 8 N81 54 36 E 1.00' 18 RCP na i- -- UNDERGROUND BENCHMARK DATUM: EL-24-BOC COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELSINORE SHEET FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE TEE PLANS NAVE BEEN REVIEWED FOR COMPLIANCE WITH THE SUPERVISION OF: On-Site Storm Drain Plans 3 SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS#15798 AND CENTERLINE OF MACHADO ST TAKEN APPROPRIATE CONDITIONS Of DEVELOPMENT AND/OR CITY AND ALERT #15810 GRAND AVE; THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEING 1,136"55'05"E AS SHOWN STATE LAWS, AND A PERMIT CAN BE ISSUED. IN THE COUNTY OF RIVERSIDE, CALIFORNIA s. TO HOUSE#15810 GRAND AVE; 25't W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, NO. 555955 IWWNCivir Tract 33486 OF SHT- CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK PAGE 94 OF MAPS, RECORDS OF Exp.12/31/08 LINE A 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. AS-L'�vILT �D'u- eaclN®uNc SURVEYING L&MPLANNING FILE NO. Q�� OW�7/7 `l CIVIL R.C. . C55955 EXP 12 31 OB I'm S OF SURVEY MARKER POST. DATE: 8-26-80 KEN A. TL MARK REVISIONS APPR DATE qr /- atss3 WINCHESTER NDA'D SUITE 120 TEMECULA CA, 92590 STA: 31+00.00 TO STA: 33+68.89 �-I_� - - = R.C.E. 56915 EXP:6 30/08 DESIGNED BY DRAWN BY CHECKED BY DATE 1/17/2007 PHONE: 951. 6.1 92 FAX: s51_2ss.nsa � 7 7'-2" 12" PVC w J J Z�vpt a L- INLET PIPE 15 �gLa aNQ� W W $ w FZ- H ~ rn �NZH • °A �.�T d _�V�-A- A LL- 41 42 / Storm Drain Notes 45 v _ _ i'vrml7i DESCRIPTION A •• ` v< ' °O . 0 Q 04`. ... I . -1 12 PVC OUTLET A I a O A O PIPE a v OpCOCp �� � 0000�0 e: I ---- - -+- --- - _ ____---- SEE BOTTOM • 1� ' � SEE BOTTOM '. P,V D R E Y ELEV. VIEW � • ELEV. VIE1V WW V VU DRIVE R MH j 15 1 CONSTRUCT 60 MANgLE PER CDS STD ON SFEET 4. IXt EWAL ...- •� ° o a Q. v o o o: Q •A Oi• _ -- -- 17 INSTALL 12" 816 STORM FILTER OR EQUAL REFER TO SHT 4 _ • w j 6 ^ 41 - -- / MODIFIED PER SHEET 4 CDS - -- 18 INSTALL 72 TEE 0 •o o. v ry1 �� ■ I � o 0 -_---- 16 7 `77 d / 18 INSTALL 12 PVC STORM DRAIN Y e.� _,,,J, --- 2p 1316.32 ■ ' 1 19 INSTALL 12 90 ELBOW q K961''i .�,�, -•-_ _ _ _ _ .. -�� 30" BOT=1318.32 20 INSTALL 12 45 ELBOW t; sW4(dM y • i °. Q 30" BOT='1318.41 21 INSTALL 12 45 WYE _ 12 TOP=317.35 12 TOP=1317.20 ' " 36" MANHOLE COVER _ F t33?j-f7_ & FRAME (H-20)(TYP. OF 2) 8"WTR BOT-1 27.51 WIO 80T=1321.97 m 4 16 12 SD TOP=1317.24 CDS CONTACT INFO:'°"'�tu,RtI' rv-'1318.76 -12 SD TOP 1 17.27 - -- 8"WTR BOT=1320.86 IAIV WTR-_.- ___. ._. -I-_. 12" PVC 12 SO TOP=1317.2 _-- 2 16 1 3 16 5�19 - LINE A ■ 1111`\\\ INLET PIPE -"- r � ♦ - -- , INE A {- FOLDING CATRIDGE COLLECTION 16 1 p "-- - - -- -_--- -- SEE SHEET E ET 3 Li � - SUPPORT RACK BOX -- OF -SITE STORM DSTIVI - - - -- �. IN PLANS MEDIA FILTER NOTE: ir 181 73785 F TRACT 33486 DUE TO THE DETAILED MAINTENANCE REQUIREMENTS"��� I 5 . PLEASE REFER TO THE WOW FOR PROCEDURE AND o m m m N TECHNOLOGIES REQUIREMENTS. THE UNITS WERE SIZED USING THE 0 Q Q 0 \ a FH i� FLOW BASED METHOD FROM WORKSHEET 2 OF THE e m e o 45 ��. - �yy�• s� �� O PATENTED Q JOHiN SANTOS RIVERSIDE COUNTY WATER QUALITY W MANAGEMENT PLAN FOR URBAN RUNOFF..USING SAID WORKSHEET THE w DESIGN FLOW IS 2.5 OFS. EACH MEDIA FILTER WILL O O O _ MARKETING AND SALES � \\ "�I'� ( (� I CDS TECHNOLOGIES, INC. TREAT 1.25 CFS FOR A TOTAL OF 2.5 CFS. PLEASE DISSIPATER m e e N w N �� P• \ 3950 LONG BEACH BLVD, STE. 100 REFER TO APPENDIX F OF THE WQMP FOR THIS TRACT BAFFLE w SEE DETAILS THI ! Q LONG BEACH, CA 90807 FOR ANY ADDITIONAL INFORMATION. PLEASE REFER TO . a a SHEET FOR MEDIA o �.� �i P: (562) 424-6334 HYDROLOGY REPORT FOR WEIR DESIGN AND HYDRAULIC .. FILTER r �,� I IMPACTS OF THE MEDIA FILTERS. 3 0 F: (562) 424-8336 o m m e m m m u5 g ' C: (562) 397-3380 O. 12" PVC N - EMAIL: JSANTOS®CDSTECH.COM e e e m e m e OUTLET PIPE WEB: WWW.CDSTECH.COM e m m e e m e e m ® m ® e m o STORM DRAIN DATA 12" PVC DELTA BRG RADIUS LENGTH TANGENT SLOPE m m e e e e m m m 1 N27 58'37"E -- 12.09 -- S=O.0060 - 24" 0 MH COVER � O 2 0= 04.29'53 281.50 22.10 11.06 S=O.0060 AND FRAME o m o e o o m o m OUTLET 3 N32 28'32'E 2.10' -- S=0.0060 BOX WITH 4 N75 59 02"E -- 32,95' -- S=0.0040 FINISHED GRADE SLIDE GATE 5 N75 59'02"E -- 31.43 -- S=0.0040 qWRaWEL PER PLAN 18"0 X 22" TALL 6 a 01 14 59 300.50' 6.55' 3.28' S=0.0067 FIBERGLASS 7 N53 04 55'W 53.42 S=0.0040 FILTER CARTRIDGE - OIL BAFFLE (32 THIS UNIT) CDS MEDIA FILTER LOCATION 12" PVC 3 " MANHOLE COVER SCALE: 1"=10' OUTLET PIPE FRAME (H-20)(TYP. OF 2) TO MFS UNITS - FINISHED GRADE RIM= PER PLAN TALL S DIVERSION 8-3"t WEIR 60" ID MH, WEIR 72" OD DIVERSION WEIR FIBERGLASS 15" x 6" x 60" SS WEIR ANCHORED TO SECT. CUT VARIES OIL BAFFLE (4'-7" MIN) `. VARIES FLOOR WITH 5 EA. SS EXPANSION SECT. CUT SEE LEFT 18"0 X 22" TALL% 30" RCP ANCHORS, SEAL EDGES WITH CAULK) SEE LEFT 12" PVC FILTER CARTRIDGE ADJUSTABLE �j / OUTLET (6'-4" MIN) INLET PIPE (32 THIS UNIT) FLOAT / BOX INLET PPE ITH GATE EL PER PLAN FLOW- 6Q L ��A 6 6 6 STATIC 12" PVC WATER LEVEL �j/�j/�j% OUTLET PIPE FLOWT ///j///� EL PER PLAN FLOWT PIPE INVERT 4'-9- SETTLEABLE EL PER PLAN SOLIDS SUMP 30" RCP 2'-6- 30" RCP OUTLET PIPE OUTLET PIPE 30" RCP 5-0JINLET PIPE COLLECTION MANIFOLD 6'-0" PIPING FOR J FOLDING CARTRIDGE COLLECTION COLLECTION TREATED WATER SUPPORT RACK TUBING BOX. �JI 12" PVC OUTLET CDS "816" MEDIA FILTER UN I T FLOW I PIPE TO MFS UNITS CDS 60" DIVERSION MANHOLE TO MFS t SCALE: NTS SCALE: NTS BENCHMARK DATUM: EL-24-BOC COUNTY OF RIVERSIDE BASIS OF BEARINGS: APPROVED BY: PREPARED UNDER THE CITY OF LAKE ELS I NORE SHEET UNDERGROUND SUPERVISION OF: FROM THE INTER. OF GRAND AVE. AND ORTEGA HWY.(74) NW THE BASIS OF BEARINGS IS THE TEE PU�9���,�_�F«�COMPLIANCE WITH THE On-Site Storm Drain Plans SERVICE 0.1 MI. TO DIRT DRIVE LEADING TO ADDRESS #15798 AND CENTERLINE OF MACHADO ST TAKEN APPROPRIATE Caom011S OP DEVELOPMENT AND/OR CITY AND 4 ALERT #15810 GRAND AVE, THEN N.E. 0.2 MI. ALONG DIRT DRIVE AS BEING N36`55'05"E AS SHOWN STATE LAWS, AND A PERMIT CAN BE ISSUED. IN THE COUNTY OF RIVERSIDE, CALIFORNIA - TO HOUSE #15810 GRAND AVE; 25'3 W OF MOST WESTERLY BY MAP ON FILE IN BOOK 70, NO.C55955 IWNCivir Tract 33486 OF SHTS. CALL: TOLL FREE CORNER OF ABOVE HOUSE; 2't N OF 5' HIGH CHAIN LINK PAGE 94 OF MAPS, RECORDS OF Exp.12/31/OB 1-800-227-2600 FENCE; 7't NORTH OF 4" DIA. FRUITLESS MULBERRY TREE; RIVERSIDE COUNTY, CALIFORNIA. A5-B�I�T m-u-� FILE NO. Q O2 / 07 srq CIVIL .P R.C.E. C5595 XP 12 31 08 EMGOVHWNG SURVEYING • IANDMANNING LINE B & MEDIA FILTER DETAILS 1't S OF SURVEY MARKER POST. DATE: 8-26-80 K N A. A MARK REVISIONS PPR DATE /£ 41593 WINCHESTER ROAD, SUITE 120 TEMECULA CA, 92590 L}`. PHONE: ssl.zss.1292 FAX: 951.296.1164 I - R.C.E. 56915 EXP.6 30 08 DESIGNED BY DRAWN BY CHECKED BY DATE 1/17/2007