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908gg_sppPL o c� Q_ L LTi Q Viz I I I S Lu t Q r + ! STA 15+38.66 �� ".ten + W aD00�! , z zi END TRiRWSITIOV Q W -1 1 ~` g BEGIN 48" RCP o �, I ° i + g E I F GOODHART RETENTION BASIN EXIST TR94P CHANNEL I f4 STREET STA 15+28.66 = i STA 15+28.66 BEGIN TfMNSITION 1 ip PALM AVENUE CURVE 04TA STATION A FD4DII0S LENGTH TANGENT C 43'01'34" 20' 15.02' 7.88` D 28T3l'09° 38' 190.69' PALM AVENUE E 67'15'34 ': 1 23.48' 1 13.30' 16+20.08 ` i D -----�-PALM AVENUE--------- 14+00 C_t 15+00 N 0'13'49" E - 48" RCP 17+ _ i E I F GOODHART RETENTION BASIN EXIST TR94P CHANNEL I f4 STREET STA 15+28.66 = i STA 15+28.66 BEGIN TfMNSITION 1 ip PALM AVENUE CURVE 04TA STATION A FD4DII0S LENGTH TANGENT C 43'01'34" 20' 15.02' 7.88` D 28T3l'09° 38' 190.69' B E 67'15'34 1 20' 1 23.48' 1 13.30' STORM DRAIN CURVE DATA STATION A AADIIUS LENGTH TANGENT B.C. E.C. A 18'5472" 90' 29.6-q 15.00' 15+38.66 15+68.35 B 18'39'41' 90' 29.31' 14.80' 15+90.77 16+20.08 1630 1600 4 c`3 OWER00MYO SERVICE ALERT 1590 CALL: TOLL FREE i-" w422-413.3 1580 NO .MIM airs SWORE YOUPIC THE PRIVATE ENGINEER SIGNING THESE PLANS 15 RESPONSIBLE FOR ASSURING THE ACCURACY A09 ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING- CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE o FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY ff Berryman & Henigar r W 8S/ Coftsc "s0/$,1#c. HenIger * Rnr,/n c. M ROWTWR� a,, 37127 R AWA19 /I 4/14199 Eawls_30-00 DfMN M.F.S OwChECKED ! � ASR s. A BEGIN TRANSITION STA 18+30.00 END ROCK RIP -RAP TRANSITION BEGIN EARTHEN "V" DITCH L ACCESS 8040 116 15 :l\ PLAN 0 40 80 120 SCALE. 1' - 40' 3::1 r 5 F .-' EXIST "V" DITC ° 6:1. roil '- �' `, EXIST "V" DITC i �k,� t� ! TRANSITION STRUCTURE DATA STATION 'F W H ELEK "A" o �T O ` i y TRANSITION STRUCTURE DATA STATION L W H ELEK "A" /Z REPLACED PL&TWK OF 'DITCH WITH kDD'L AB" RC -P i APOE D THIS S�PEET- REVISED CUL -DE -.SAC DITCH REVISION v PROFILE SCALE HORIZ. 1`40' VERT 1"=10' NOT COUNTY MAINTAINED MEMEF101A REC I PM I APP AM DATE Tr SEAL COWITY % �p A -o 1 z,�" � ^' _\ ,.33950 1b ,,2 4 F CAI.' O ' USERID: $Userld$ PEN TABLE *..N0 PEN TABLE ATTACHED.4 FO 741WWMTliW LEFT RINJU KNAtm R. C. E. NO. 3 '� 9 'S a APPROVED By 1630 1620 1610 1590 1 -------------- ROCK RIP -RAP GRADATION 200 # 0-57 V4 TON 50-1007 1 TON 95-100% D50 SIZE = V4 TON z: ROCK RIP -RAP LINED "V" DITCH A FROM STA 17+10.00 TO 18+00.00 N. T. CONCRETE END WALL B AT STA 18+30.00 - N.T.S. SLOPE TRANSITIONS FROM 21 TO 3:1 BETWEEN STA 18+00 TO STA 18+30 STA 18+00.00 ---- END RIP-R?IP BEGIN WALL ----------------- I ------ 3 ---------------- I I 6�± j 6�± EARTHEN "V" DITCH C FROM STA 18+30.00 TO 20+08.61 - N.T.S. CONSTRUCTION NOTES 0_ CONSTRUCT CONCRETE TRANSITION PER C4LTR WS STD. PLAN D66B (2 — CONSTRUCT CONCRETE END WALL PER DETAIL ` e' G�_ CONSTRUCT 2.1 EARTHEN "V" DITCH PER DETAIL "A' CONSTRUCT ROCK RIP -W G)_ CONSTRUCT 3:1 EARTHENED "1/" DITCH PER DETAIL 'c" INSTALL 48" RCP (D-LO4D PER PROFILE) (z) MATCH EXISTING GROUND SURFACE DATE els/ g29 MWD E CA(NIVTY QF CAtIFAfsYIA AFTROPOL 1 TAN MATER DISTRICT OF SOUTHERN CALIFORNIA 350 SOUTH GRAND AVENUE, LOS ANGELES, CALIFOIRNIA 91107 EXP. DA 3Q a 2 (213) 217-6581 DATE DESIGWD DATE R. C. E. NO. EXP. DATL PLOT TIME: APPROVED EASTSIDE RESERVOIR PROJECT EAST DAM AREA MS 3704 BATZ ROAD/PALM AVENUE PLAN AND PROFILE REVISION SHEET INTERGRAPH FILE NAME: SECTION B-1 SPECIFICATIONS Mw QlwR Dw B-95170 908 -GG 1 2 3 5 A I B C D I E I F I G I H I 1 %bbcr- d \m v� W� CASTAIC resERVOIR s T4TF OOTHILL FEEDER PRESSURE TIA'1 CONTROL STRUCTURE XTGM g a POWER PLANT i 14 '-- P r CHATSWOtTH reservoir it of ENC INOC' r---- feservosr SE Pµ VEDA 'ANYON CONTI FACjIL I TY POWER PLAN1 'J I SANTA\ Olen s ca VENICE PRESSURE CI STRUCTURE d POWER A C I C JOSEPH JENSEN FILTRATION PLANT °o 7 LiffWUM SERVICE ALERT CALL TOLL FREE 1-80 422-4133 ` rm Na. IAG DIN'S EFW r0U ®IG THE PRIVATE EWIAEER SIGNING THESE PLANS IS RESPONSIBLE FOR ASSURING THE ACCURACY " AA19 ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COMTY APPROVAL OR DURING COIWFRUCTIf,ON, THE PRIVATE ENGIMER SHALL BE RESPONSIBLE Z3 FOR DETERNINIAG AN ACCEPTABLE SOLUTION AW REVISING THE PLANS FOR APPROVAL BY THE COI:6NTY Berr man & Heni ar W y � � BS/Conan/toe/s,/R c. He9Iffr d Ray,/n c. M ROWTHER W DESIGNED 0 DED DATE 37127 ' jj ,sem 2 -7-97 E,„L6-30-00 DRAWN JA, CIVIL APPROVED C n CHECKED r BEVERLY •H ILLS r J AVENUE PRESSURE OL STRUCTURE d --------- COGSWELL L REServoir 7msmero ABRIEL voir N0. s ' ---- \I�__, I ! 'MORRIS -- DRES•rvolr LIVE RESE jT 1--- P FOOTHILLBLVD l f- - MALE •SAN FOOTHIL YARIND ' - _ F; 1 FRWY. \ ILI Y ,'1SANTA FE REST • VALLEY BERNARDIN ' UDDI VS r y. RES. E� •POM R LOSS ANGEL 0 COM TONS 0 0 0 3 w u • LONG\ i' BEACH 0 c F 2- ADDED ADD'L 'PIPE �DN SHT l OF l to -5 -98 6�3�95 J&ADDED SHEET l OF l 3- I I-18 w Q47E A• /Er REVISIQv LOQTE DW CHC AM. PEN TABLE$..NO PEN TABLE ATTACHED..$ 1 , }i} Z.Z =)I g 0io O Q' 0� ,Z �ir Ljj1� uji Cil Z Q I W `<< I L IL VERWOOD 6 , f DEVIL CANYON POWER PLANT et i vando contr \\ �♦ j foesiity. reservoir y\ and Power Plant F.E,�rIVEYMOUTH WE - ICTi#ATTON LGHLAND ave 15 ¢ a FOOTHILL BLVD�� o°C x *Son MLd L \ 10 o v \ ' IN AND FE R rd s[ ■1 K son asego n flor[da • > 0 DE SAM c 3 newport VEST DAY y rd •. •y PPIPEil'HE •eqe�,• NO I Is KPS I sdn at NPIPEL 11 am do SW Cana l VICINITY MAP N. T. S. AN BERNARDINO COUNTY I-KWT. - L EDE -- -- ---------------COUNTY -- ----------------------, - REDLANDS RIVERSIDE RIVERSIDE DR. 0 1 -- _ 10 1 , •Vhittier ; it RD.9f J 3 Riversid ! 1-----------1 � MORENO VALLi7 < R -------- -- - z - ORANGE - C RT B. D 1 E1ER r1 REServ�ie,' T ILTRATION PLANT PR RIVER RD. GAO r--- i 10 S. 91 HENRY J. ----, L-- 'r--------- -•- • Yorbo ��.\ ! MA[ MILLS j l_1----- ---- -; ' FULLERTON 1 LINDA _� IVERSI F ILTRAT I ' PERRIS PRESS COLOttADO 91 ! • ! RIVER`��.`•r C e PLANT -j � 1_ R�. ST SU 1-SITE jI 1 - -' ---- F'[1V�1� AN7 _ ----- 5 r' ,/ \iI ,� LAKE RR o` I • r� C/ I ©_Ip\•� COLORADO �Q �� E7lICT LOS ALAMITO � AIV k' \ i '�ij'.r�1 LAKE MATHEWSGARDEN 0 r TMINSTE 2 GROVE AV , w I' '\.,`_ I 15 r--, L- C3 a `ir z SANT IAGO ----- a EASTS 1 eat 0 r RESERVOIR `------__� -? - i_J I_J j PIPEL I MACH SANT F __ ; L__i ; • ¢ ANA • R -------------, HEMET WARNER AV ---- WINCHESTE RA i L ROAM D I E i - '! CANYON ll ANNELHEMET L_-- �l1 RESERVOiA I REServoir H int i i BEACH •� �r a v. 1 i .71 EASTSI PIPELI L av��gp PIPEL 11�E NO 1 1 HEIS T stetson ave "OLD" NEWPORT EASTSIDE RESERVOIR �I EAST al FORK AREA 3 FOR THIS CONTRACT \ USAN JOAOU IN 4,.AKE EL$1 N_ORE I , ! -;-- REServoir EASTS I DE RESERVOIR PROJECT LAKE SX R \ _ .� (SEE VICINITY MAP ABOVE) s rGj rir; <',� ROBERT A. SKINNER FILTRATION PLANT LOCATION MAP BE ---------------------! \ 5 10 15 20 MILESVAIL (DILAKE SEE ONE NINE IN f 1 RIVERSIDE COUNTY ` -"� SAN DIEGO COUNTY , r r-- 1 �P L � SEAL COWTY APMVO By 04TE' z 9 NWp EASTS I DE RESERVOIR PROJECT SPECIFICATIOZ � " EAST DADA AREA 4" EAST METROPOLITAN WATER DISTRICT OF SOUTHERN CALIFORNIA " IQY LEPT RI LE CAAUVTI' Q� t79CIFLIRNIA 360 SOUTH GRAND AVENUE. LOS ANGELES, CALIFORNIA 96 71 ' �R 146 OHM MS 3 704 R.C.E. NO. 3 3 9 S U EXP. A4 G ° (2131 217-6D81 L1 - 7272 a�YNo. , :,Qy ADPWVED BY OA TF ala 9097E GENERAL LOCATION AND SIEET * EXP. s- av- q� * B&H I OF 7 s�qr �t41L P�'� „ BPH PROTECT MSR APi°i�IVED VICINITY MA P IMPROVEMENTS FOR DIG R.C.E. "O• EXP. WE° M. L. BATZ ROAD & PALM AVENUE B - 92310 US E R I D : �uSerld$ PLOT TIME : sytlrne9s�$������$�� I N TE R G R AP N FILE NAME : t': � c7 v 1 o44cOoo�. dgn �I �I ©I 908 -GG GENERAL & CIVIL I' ABBREVIATIONS LEGEND DRAW I NG I NDEX TOP OF FILL SLOPE 39 AB AGGREGATE BASE NIC NOT IN CONTRACT TOE OF FILL SLOPE � TEST HOLE ABM AIR BLOWN MORTAR NMWS NORMAL MAXIMUM WATER SURFACE ® PROTECTIVE POST SHEET DRAW I NG REV I S I ON AC ASPHALTIC CONCRETE NTS NOT TO SCALE TOP OF EXCAVATION SLOPE NUMBER NUMBER NUMBER T I TLE AFS ACHIEVE FULL SUPERELEVATION OC ON CENTER TOE OF EXCAVATION SLOPE PPS EXISTING POWER POLE ASTM AMERICAN SOCIETY FOR OD OUTSIDE DIAMETER —XX XX— BARBED WIRE FENCE • PP POWER POLE (NEW) I B-92310 GENERAL LOCATION AND TESTING AND MATERIALS p PAGE NUMBER VICINITY MAP BC BEGIN CURVE —X X — CHAIN LINK FENCE 0 TL PC POINT OF CURVATURE TRAFFIC LIGHT 2 B-92311 DRAWING INDEX, BK BACK PCC PORTLAND CEMENT CONCRETE X X X— EXISTING FENCE 0B.M. BENCH MARK ABBREVIATIONS & LEGEND BOP BOTTOM OF PIPE PCP PRESTRESSED CONCRETE PIPE BTR BEGIN TANGENT RUNOUT PERM PERMANENT EXISTING BLOCK WALL EARTH OR GROUND 3 B-92312 GENERAL NOTES AND BSR BEGIN SUPERELEVATION RUNOFF PI POINT OF INTERSECTIONDISTRIBUTION BOX ROCK TYPICAL SECTIONS BVC BEGIN VERTICAL CURVE POE POINT OF END RAILROAD 3 4 B-92313 BATZ ROAD/PALM AVENUE C COPPER POT POINT ON TANGENT ____________ PIPELINES AND CONDUITS (EXIST. OR NEW) PLAN & PROFILE (I OF 4) CML & C CEMENT MORTAR LINED & COATED PP POWER POLE TRAFFIC SIGN CAB CRUSHED AGGREGATE BASE PT POINT OF TANGENCY 1375 FINISHED CONTOUR TS 5 B-92314 BATZ ROAD/PALM AVENUE CIP CAST IRON PIPE O TRAFFIC SIGNAL PLAN & PROFILE (2 OF 4) PVC POLYVINYLCHLORIDE --1600-- EXISTING CONTOUR (OR SOLID SCREENED) CL CHAIN LINK PVMT PAVEMENT 6 B-92315 BATZ ROAD/PALM AVENUE CL OR CENTERLINE R RADIUS (1600) EXISTING ELEVATION TREES OR SHRUBS PLAN & PROFILE (3 OF 4) CL -2 CLASS 2 RCB REINFORCED CONCRETE BOX X75-5 EXISTING SPOT ELEVATION SECTION OR DETAIL IDENTIFICATION CMP CORRUGATED METAL PIPE RCP REINFORCED CONCRETE PIPE FH (DETAILS ARE NUMBERS) 7 B-92316 BATZ ROAD/PALM AVENUE CMU CONCRETE MASONRY UNIT FIRE HYDRANT, VALVE, AND CURB BOX A PLAN & PROFILE (4 OF 4) Ref REFERENCE M 44-C- 4 CONST CONSTRUCTION RT RIGHT OF CENTERLINE MANHOLE DEFLECTION ANGLE R/W RIGHT-OF-WAY SHEET ON WHICH SECTION DIA OR 0 DIAMETER ELECTRICAL AND TELEPHONE OR DETAIL APPEARS S SLOPE MANHOLE AND HANDHOLE DWG DRAWING SAPPLICABLE DISCIPLINE CE SOUTHERN CALIFORNIA EDISON EC END CURVE 0EB ELECTRICAL BOX SCH SCHEDULE WORK PACKAGE NUMBER EL ELEVATION SD STORM DRAIN pWM WATER METER EMWD EASTERN MUNICIPAL WATER SECT SECTIONSECTIONAL Elul SECTION OR DETAIL IDENTIFICATION , DISTRICT ELECTRICAL MANHOLE (DETAILS ARE NUMBERS) SHLDR SHOULDER 5 EP EDGE OF PAVEMENT SHT SHEET W WATER LINE SECTION A SHEET FROM WHICH SECTION ES EACH SIDE ESR EASTSIDE RESERVOIR SST STAINLESS STEEL G NATURAL GAS LINE SCALE: "47=1`-0" qq_ _ OR DETAIL IS TAKEN ESR END SUPERELEVATION RUNOFF ST STREET STA STATION E ELECTRICAL DUCT BANK OR CABLES APPLICABLE DISCIPLINE ETR END TANGENT RUNOUT STD STANDARD T TELEPHONE DUCT BANK WORK PACKAGE NUMBER EVC END VERTICAL CURVE T TANGENT LENGTH EW EACH WAY E & T ELECTRICAL AND TELEPHONE DUCT BANK ASPHALTIC CONCRETE TB TRAFFIC BOX EX EXISTING TC TOP OF CURB D DRAIN LINE AGGREGATE BASE FB FIELD BOOK TOHW TOP OF HEAD WALL SS SANITARY SEWER LINE FG FINISHED GRADE T01 TOP OF LINING FL FLOW LINE ELEVATION TOW TOP OF WALL SD STORM DRAIN LINE FRP FIBERGLASS REINFORCED PLASTIC TYP TYPICAL FLOW LINE OR GRADE TO DRAIN LINE GIIII R6RO,11i0 SERVICE ALERT GND OR GRD GROUND UNO UNLESS NOTED OTHERWISE CALLS TGtiL FREE GR GRADE VAR VARIES EXISTING FEATURES (SCREENED OR DASHED) HH HANDHOLE VC VERTICAL CURVE ------ R/W HORIZ HORIZONTAL � 422-4J33 VCP VITRIFIED CLAY PIPE HP HIGH POINT VERT VERTICAL XXX HOGWIRE FENCE 7 FM Lawn Days �o� eau DIG ID INSIDE DIAMETER VPI VERTICAL POINT OF INTERSECTION INV INVERT WWF WELDED WIRE FABRIC THE PRIVATE EAUTAM SIMIAC THESE PLANS IS RESPONSIBLE FOR ASSURING THE 4MRACY L CURVE LENGTH AN 9 ACCEPTABILITY OF THE LESION HEREON. IN RE EVENT OF DISCREPANCIES ARISIN6 AFTER L F LINEAR FEE T COMVTY APPROVAL D? DMIN6 CONSTRUCTION, THE PRIVATE EN6IhE'ER SMALL BE RESPONSIBLE u FOR DETERIIININU AN ACCEPTABLE SOLUTION AAI') REVISING THE PLANS Fa? APPROVAL BY LP LOW POINT THE COWTY LT LEFT OF CENTERLINE AffBerryman & Henigar t LVC LENGTH OF VERTICAL CURVE BS/ Consa/towts,Inc. Hen/gor d /l ay,/'? C. MAX MAXIMUM M ROWTHER MIN M I N I MUM 8 $ DESIGNED REQ DED DATE �r * Na 3712T DRAWN ��/ d✓ (/L -2 f Exa 6 -3080 --- - -- CIVIL PEN TABLE$..NO PEN TABLE ATTACHED..$ USER I D: *userld* vvf-u urTE -Ziz 4.19 � - G rwD AETROPOL 1 TAN MATER DISTRICT OF SOUTHERN CALIFORNIA 356 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA 90071 10 (213) 217-6581 Fw ,NEM A. OnM R.C.E. ACI. 3'3S G O EXP, DAT G 3a 9q ARAWVED BY Oh TE DESIGAED B&H 777- Dmw B&H PROJECT ASR APPROVED R. C. E. Aig. EXP. 04 CHECKED M. L. APPROVED APMVAL SEAL r @�aFEssrok � zP ® d No. 33950 DATE * Exp. C-30- 1 Lwckw r�EvrsION DA 7F ow C� U4TE R£C PN App � Fr CAL F0 v WE cor�+►rr PEN TABLE$..NO PEN TABLE ATTACHED..$ USER I D: *userld* PLOT TIME:Wl EASTSIDE RESERVOIR PROJECT EAST AREA DATA MS 3704 DRAWING INDEX, ABBREVIATIONS & LEGEND SPECIFICATIOW 4 - 7272 SHEET 2 OF 7 DW B - 92311 9v8 -GG vvf-u urTE -Ziz 4.19 � - G rwD AETROPOL 1 TAN MATER DISTRICT OF SOUTHERN CALIFORNIA 356 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA 90071 10 (213) 217-6581 Fw ,NEM A. OnM R.C.E. ACI. 3'3S G O EXP, DAT G 3a 9q ARAWVED BY Oh TE DESIGAED B&H 777- Dmw B&H PROJECT ASR APPROVED R. C. E. Aig. EXP. 04 CHECKED M. L. APPROVED PLOT TIME:Wl EASTSIDE RESERVOIR PROJECT EAST AREA DATA MS 3704 DRAWING INDEX, ABBREVIATIONS & LEGEND SPECIFICATIOW 4 - 7272 SHEET 2 OF 7 DW B - 92311 9v8 -GG A I B I C I D I E I F I G I H I 1 I J I K GENERAL NOTES STREET IMPROVEMENT CONSTRUCTION NOTES I. CONTACT UNDERGROUND SERVICE ALERT (1-800-422-4133) FOR UTILITY LOCATIONS. 10 CONSTRUCT 3' ASPHALTIC CONCRETE 2- THE CONTRACTOR SHALL NOT BLOCK OR OBSTRUCT TRAFFIC ALONG PAVEMENT PER TYPICAL SECTIONS ON STATE STREET. SHEET 3 3. THE CONTRACTOR MAY USE SAN DIEGO CANAL WATER FOR CONSTRUCTION CONSTRUCT 6' CLASS 2 AGGREGATE BASE 2 ACTIVITIES WHEN AVAILABLE. WATER WITHDRAWAL FROM THE CANAL SHALL 0 PER TYPICAL SECTIONS ON SHEET 3 BE DONE UNDER THE DIRECTION OF THE ENGINEER AT A LOCATION SELECTED BY THE ENGINEER. NO WATER WILL BE AVAILABLE DURING SHUTDOWN AND MAINTENANCE PERIODS Of THE CANAL. REFER TO OUANTITIES 1,460 Ton (8880 SQ YD) 1,480 CY A r� n A „r►ArxiT II.ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 301 IF EXPANSIVE SOILS ARE ENCOUNTERED. 12. IN AREAS WHERE LOOSE SOILS ARE ENCOUNTERED, IT IS RECOMMENDED THAT PAVEMENTS BE UNDERLAIN BY ENGINEERED FILL EXTENDING TO A DEPTH OF AT LEAST 3 FEET BELOW THE BOTTOM OF THE STRUCTURAL SECTION, OR TO THE TOP OF GRANITIC ROCK, WHICHEVER YIELDS THE LEAST THICKNESS OF FILL. THE FILL SHALL EXTEND LATERALLY A MINIMUM DISTANCE EQUAL TO THE DEPTH OF ENGINEERED FILL AND SHALL BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION IN ACCORDANCE WITH ASTM D1557 AT NEAR OPTIMUM WATER CONTENT. 13. THE TOP 12 INCHES OF PAVEMENT SUBGRADE SHALL BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION IN ACCORDANCE WITH ASTM D1557 AT NEAR OPTIMUM WATER CONTENT. 14. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON 3'X3' WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON PLAN 15. ALL CONCRETE IN REINFORCED CONCTRETE STRUCTURES SHALL HAVE A COMPRESSIVE STRENGTH IN 28 DAYS OF 4,000 PSII CEMENT SHALL BE ASTM C 150 TYPE V REINFORCING STEEL SHALL ASTM A 615 GRADE 60 t0fffi M SERVICE ALERT CALL ► TIX L FREE 1 -ON 422-4133 rafo rp Ips pars AEFM rift, D►G TIDE PRIVATE EAIGIAIEER S16NIAC THESE PLANS IS RESPONSIBLE FOR ASSU ING THE ACCURACY 4j MV ACCEPTABILITY Or THE DESIGN HEREON. IN TEE EVENT OF DISCREPANCIES ARISING AFTER C00VTY APPROVAL OR DURIAV CONSTRUCTION, THE PRIVATE EAIGIAEER SHALL BE RESPONSIBLE Z3 FOR UETERMINIAU AN ACCEPTABLE SOLUTION AND REVISING TEE PLANS FOUR APPROVAL BY FAE COUNTY Berr man & Heni arm W y 9 BS/ConsUJienfs,/n c. Hen Igor � Ray,/n c. M ROWTHER ]DRAWN DESIGNED R OMMENDED DATE , 37127 CI-�/ h_ %1 REVISION I a47E PEN TABLE$..NO PEN TABLE ATTACHED..$ � OF DITCH P nr o iw BATZ ROAD STA 25+00 TO 27+36.19 N. T. S. G nr DnAnwAV rH V STA 10+Z9 TO 15+15.24 N. T. S. (NOT COUNTY MAINTAINED ROAD) DW I cw a4TE REC PW AMP G&NTY MY1►� IECaVEAVEV FM SEAL 49MVAL �R Essr 0T f No. 33950 L147E '�n Exp.6-30-916/ CIECAED BY USER I D: *userld$ ASE S S I BATZ ROAD STA 1+40 TO 11+64 N. T. S. P nr nnu C OnAnWAV c nr n i -rrU rH INSTALLATION E BATZ ROAD STA 11+64 TO 17+00 N. T. S. 4 rr�.l� r7I"i S, Si BATZ ROAD STA 17+00 TO 21+50.01 N. T. S. H BATZ ROAD STA 21+50.01 TO 25+00 N. T. S. TYPICAL SECTIONS ,Y U ff, DATE ;,_/Z-- g 9 rw© METROPOLITAN MATER DISTRICT OF SOUTHERN CALIFORNIA F04 TATlaV IY�9S X DOWY AF iW IFaM p, 07MW 358 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA 90071 R. C. E. AV. 33 9 5 a EXP. DATE (213) 217-6581 APBRDVED BY L147E R. C. E. AID. EXP. a4TF PLOT TIME: : EASTSIDE RESERVOIR PROJECT EAST DAM AREA MS 3704 GENERAL NOTES AND TYPICAL SECTIONS INTERGRAPH FILE NAME': f. \ cl v 1 044c0003. dgn H SPECIFICATIONS 4 - 7272 Sf�ET 3 OF 7 DWB - 92312 1111EV 5 M 7 9108vpC7CY ></ SPECIFICATION SECTION 01510 FOR DETAILED REQUIREMENTS. O3 REMOVE THE EXISTING BARBED WIRE FENCE OR HOGW I RE FENCE AS SHOWN ON PLAN 450 LF 4. ALL GRID COORDINATES SHOWN WERE ESTABLISHED BY THE MWD SURVEY BRANCH USING GLOBAL POSITIONING SYSTEM FIELD MEASUREMENTS. ® PROTECT IN PLACE cr 5. ALL ELEVATIONS SHOWN ON THE DRAWINGS ARE IN FEET. 6. IT SHALL BE THE RESPONSIBILITY OF METROPOLITAN TO APPLY TO THE Q5 JOIN TO EXISTING PAVEMENT ' RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT, PERMIT SECTION, FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED WITHIN PUBLIC RIGHT-OF-WAY, DEDICATED AND ACCEPTED FOR PUBLIC USE, AND g REMOVE EXISTING I8 CMP 30 LF��/���`�� TO BE RESPONSIBLE FOR SATISFACTORY COMPLIANCE FOR ALL CURRENT ENVIRONMENTAL REGULATIONS DURING THE LIFE OF CONSTRUCTION Q REMOVE EXISTING TREES AS SHOWN I EA 4' MIN ACTIVITIES FOR THIS PROJECT. ADDITIONAL STUDIES AND/OR PERMITS %2' CRUSHED ROCK MAY BE REQUIRED. ® CONSTRUCT 24' C.S.P. STORM DRAIN 48 LF SOIL -CEMENT 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE SOIL -CEMENT SHALL CONSIST OF TWO SACKS PROPOSED WORK AREA. CONTRACTOR MUST INFORM COUNTY OF ® CONSTRUCT 24' R.C.P. STORM DRAIN 154 LF OF PORTLAND CEMENT PER CUBIC YARD OF BACKFILL CONSTRUCTION SCHEDULE AT LEAST 38 HOURS PRIOR TO BEGINNING MATERIAL WITH SUFFICIENT FINES TO FILL ALL VOIDS. OF CONSTRUCTION,. PHONE, (909) 275-4790 CONSTRUCT DOUBLE HEADWALL PER CALTRANS THE SOIL AND GEMENT SHALL BE THOROUGHLY DRY DWG D89 8.6 CY MIXED. AFTER MIXING, WATER SHALL BE ADDED IN A 8. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RIVERSIDE QUANTITY SUFFICIENT ONLY TO SLIGHTLY MOISTEN COUNTY TRANSPORTATION DEPARTMENT IMPROVEMENT STANDARDS AND II INSTALL TRAFFIC MARKERS TYPE L -I OBJECT THE MIXTURE SO THAT IT CAN BE PACKED BY HAND SPECIFICATIONS, LATEST EDITION, COUNTY ORDINANCE NO. 341 AND MARKER PER CALTRANS DWG NO. A73A 6 EA INTO A BALL AND RETAIN ITS SHAPE BUT NOT WET SUBSEQUENT AMENDMENTS. THE HANDS. THE SOIL -CEMENT SHALL THEN BE 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL AND �' CONSTRUCT 9' CLASS 2 AGGREGATE BASE MECHANICALLY RAMMED INTO PLACE IN THE TRENCH MAINTAIN ALL CONSTRUCTION, REGULATORY, GUIDE AND WARNING SIGNS PER TYPICAL SECTIONS ON SHEET 3 710 CY IMMEDIATELY AFTER THE WATER IS ADDED, WITHIN THE PROJECT LIMITS AND ITS SURROUNDINGS TO PROVIDE SAFE PASSAGE FOR THE TRAVELING PUBLIC AND WORKERS UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE PROJECT BY THE COUNTY. 10. WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN T Y P I CAL TRENCH BACKF I LL F O R RCP ENCROACHMENT PERMIT AND/OR GRADING PERMIT HAS BEEN ISSUED BY RIVERSIDE COUNTY. N.T.S. II.ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS MAY BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 301 IF EXPANSIVE SOILS ARE ENCOUNTERED. 12. IN AREAS WHERE LOOSE SOILS ARE ENCOUNTERED, IT IS RECOMMENDED THAT PAVEMENTS BE UNDERLAIN BY ENGINEERED FILL EXTENDING TO A DEPTH OF AT LEAST 3 FEET BELOW THE BOTTOM OF THE STRUCTURAL SECTION, OR TO THE TOP OF GRANITIC ROCK, WHICHEVER YIELDS THE LEAST THICKNESS OF FILL. THE FILL SHALL EXTEND LATERALLY A MINIMUM DISTANCE EQUAL TO THE DEPTH OF ENGINEERED FILL AND SHALL BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION IN ACCORDANCE WITH ASTM D1557 AT NEAR OPTIMUM WATER CONTENT. 13. THE TOP 12 INCHES OF PAVEMENT SUBGRADE SHALL BE COMPACTED TO AT LEAST 90 PERCENT RELATIVE COMPACTION IN ACCORDANCE WITH ASTM D1557 AT NEAR OPTIMUM WATER CONTENT. 14. ALL SIGNS SHALL BE STANDARD SIZE AND INSTALLED ON 3'X3' WOOD POSTS WITH ANCHOR BLOCKS UNLESS OTHERWISE NOTED ON PLAN 15. ALL CONCRETE IN REINFORCED CONCTRETE STRUCTURES SHALL HAVE A COMPRESSIVE STRENGTH IN 28 DAYS OF 4,000 PSII CEMENT SHALL BE ASTM C 150 TYPE V REINFORCING STEEL SHALL ASTM A 615 GRADE 60 t0fffi M SERVICE ALERT CALL ► TIX L FREE 1 -ON 422-4133 rafo rp Ips pars AEFM rift, D►G TIDE PRIVATE EAIGIAIEER S16NIAC THESE PLANS IS RESPONSIBLE FOR ASSU ING THE ACCURACY 4j MV ACCEPTABILITY Or THE DESIGN HEREON. IN TEE EVENT OF DISCREPANCIES ARISING AFTER C00VTY APPROVAL OR DURIAV CONSTRUCTION, THE PRIVATE EAIGIAEER SHALL BE RESPONSIBLE Z3 FOR UETERMINIAU AN ACCEPTABLE SOLUTION AND REVISING TEE PLANS FOUR APPROVAL BY FAE COUNTY Berr man & Heni arm W y 9 BS/ConsUJienfs,/n c. Hen Igor � Ray,/n c. M ROWTHER ]DRAWN DESIGNED R OMMENDED DATE , 37127 CI-�/ h_ %1 REVISION I a47E PEN TABLE$..NO PEN TABLE ATTACHED..$ � OF DITCH P nr o iw BATZ ROAD STA 25+00 TO 27+36.19 N. T. S. G nr DnAnwAV rH V STA 10+Z9 TO 15+15.24 N. T. S. (NOT COUNTY MAINTAINED ROAD) DW I cw a4TE REC PW AMP G&NTY MY1►� IECaVEAVEV FM SEAL 49MVAL �R Essr 0T f No. 33950 L147E '�n Exp.6-30-916/ CIECAED BY USER I D: *userld$ ASE S S I BATZ ROAD STA 1+40 TO 11+64 N. T. S. P nr nnu C OnAnWAV c nr n i -rrU rH INSTALLATION E BATZ ROAD STA 11+64 TO 17+00 N. T. S. 4 rr�.l� r7I"i S, Si BATZ ROAD STA 17+00 TO 21+50.01 N. T. S. H BATZ ROAD STA 21+50.01 TO 25+00 N. T. S. TYPICAL SECTIONS ,Y U ff, DATE ;,_/Z-- g 9 rw© METROPOLITAN MATER DISTRICT OF SOUTHERN CALIFORNIA F04 TATlaV IY�9S X DOWY AF iW IFaM p, 07MW 358 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA 90071 R. C. E. AV. 33 9 5 a EXP. DATE (213) 217-6581 APBRDVED BY L147E R. C. E. AID. EXP. a4TF PLOT TIME: : EASTSIDE RESERVOIR PROJECT EAST DAM AREA MS 3704 GENERAL NOTES AND TYPICAL SECTIONS INTERGRAPH FILE NAME': f. \ cl v 1 044c0003. dgn H SPECIFICATIONS 4 - 7272 Sf�ET 3 OF 7 DWB - 92312 1111EV 5 M 7 9108vpC7CY ></ Z A I B I C I D I E I F I G I H I I I J I K I L N J�L 1 r tRWRCARW SERVICE ALERT :ALL + TOLL FREE I -on X122-4133 rim rowlma oars amE rm via LlJ LlJ L) LLJ Lli V) v 0 0 Q L) Z 1 i VERTICAL CURVE LO H W W 2 V) W vlvv v+vv is+Uv 7+00 STATION 6+00 5+00 4+00 3+00 2+00 1+0&' PROFILE ALONG CL CONSTRUCTION LINE BATZ ROAD i SCALE= i HOR I Z• 1'=40' i ; 1 Z O 12 H a w J w TI -E PRIVATE EAUTAEER SIOV116 ThESE PLANS IS RESPONSILTLE FOR ASSURING THE ACCURACY AAV ACCEPTABILITY OF THE LES16W hEREON, IN ThE EVFJVT OF DISCREPNCIES ARISING AFTER COf NTY APPROVAL a? DwrAfG CGOVSTRLICTION. THE PRIVATE EMGIhEER SHALL BE RESPONSIBLE FOR DETERNINIA G AN ACCEPTABLE SOLUTION AW REVISING ThE PLANS FOUR APPROVAL 8Y Berryman & Henigar BS/ Corse/tar/s,/w c. *,7 If or d Roy,/s c. 0!�lK, GY REVISILW /" Z7 -T7 PEN TABLE$..NO PEN TABLE ATTACHED..$ M ROWTHER .1 37127 x E,�6-30-00 \�> . Clw .w!// 960 BASIS OF BEARINGS N. A. D. 1983, ZONE 6 PER RECORD OF SURVEY 99/31-43 IN THE COUNTY OF RIVERSIDE, CALIFORNIA. BENCH MARK 'A 120 RESET' PUBLISHED NAVD 1988 ELEV. IN FEET = 1628.38 IN THE CITY OF HEMET, 4.2 MILES SOUTH ON STATE ST. TO NEWPORT RD., AT THE SOUTHEAST CORNER OF STATE ST. AND NEWPORT RD., 25' SOUTH OF NEWPORT RD. AND 50' WEST OF STATE ST., FOUND A 4- BRASS DISK SET FLUSH IN CONCRETE POST DOWN 0.3'. REFERENCE RECORD OF SURVEY 99/31-43 IN THE COUNTY OF RIVERSIDE, CALIFORNIA. PLAN SCALE 1'=40' 40' 0 40' 80' SCALE IN FEET v UUMO HUG1 S'" ASPHALTIC CONCRETE PAVEMENT PER TYPICAL SECTIONS ON SHEET 3 CONSTRUCT 6" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 �3 REMOVE THE EXISTING BARBED WIRE FENCE OR HOGWIRE FENCE AS SHOWN ON PLAN �4 PROTECT IN PLACE JOIN TO EXISTING PAVEMENT O REMOVE THE EXISTING TREES AS SHOWN CONSTRUCT 24" CSP STORM DRAIN 10 CONSTRUCT DOUBLE HEADWALL PER CALTRANS DWG D89 11 INSTALL TRAFFIC MARKERS TYPE L-1 OBJECT MARKER PER CALTRANS DWG NO. A37A 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 V) 3 3 E 5 A 7 A��VAL FGiR � casvavrY BY �� z 4 MwaD EASTS I DE RESERVOIR PROJECT SpECIFICATIAVS Q�pFESSfpA4 NETROPOLITAN PATER DISTRICT OF SOUTHERN CALIFORNIA EAST DAM AREA O A. ( FAR ATIN IY+FT�SILE Q4f MY AF Q9LMMIA OT,�, Ingo A. 071m 358 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA W71 NGiRIr ORLER y r� iii R.C.E. AV. 3 3 `� Sb EW. 1O 30 (2131 217-6581 MS 3 704 4 - 7272 cY Z m DATE s No. 33950 ApMMED BY 94 TE LFSI6AED DATE BATZ ROAD/PALM AVENUE SKEET EXP. 6-30-9`b �` B&H 4 OF 7 DECI&V BY sAgT c+V ¢��P Dmw B&H PRO ECT � A�vED PLAN AND PROFILE _ REC AP'° 114TE F OF ��,�+F° t 1 O F 4) B— 9 2 3 1 3 taEV TY MYB R.C.E. M7. EXP. U4TE CFECKED M. L . AVPPRDVED = USER I D: $uswld$ PLOT TIME: 6ytlme$$$$$$$$$$$$ INTERGRAPH FILE NAME : f. � cry 1 044c4104, dgn 90431re7t;, 1650 1648 1646 1644 1642 1640 1638 1636 1634 1632 n a E F G J K 1 J 1630 = 0+00 1+00 1+38 0-00 Q i STORM DRAIN PROF 1 LE ' AT STA. 11+64 SCALES HORIZs I'=40' VERT= 1'=4' iL W Z LWR6ROLAV SERVICE ALERT J i y tax U ' � CALL + TaL FREE U i 422-413300 Q '• rw ralM im wrs waw ft v via THE PRIVATE EACIAIEER SIGNING THESE PLANS IS REQ SIBLE FOR ASSURIN6 THE ACCURACY AAID ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISIMG AFTER a Ca NTY APPROVAL OR DURING 0NSTRUCTIOIN, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE Z; FOR DETERNINIAC AN ACCEPTABLE SOLUTION AMO REVISING THE PLANS FDR APPROVAL BY THE CaWTY Berr man & Henigar W y 9S/Coosa/toat.r,/n c. Hen/gos & Rod,/n c. M ROWTHER Lu DESIGNED REPOMMENPED 00, DATE O° �, 37127 $ 6Gdl7M'Y �' 27-q% E�roS-�-� DRAWN •ri__ CWL �Im HEVISIAN PEN TABLE$..NO PEN TABLE ATTACHED..$ 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 STATION a4 TE DW ( I COUNTY HEC PRnt= i I F Ai nNr, Ir rnNcTRI irT i nN I i NF RAT7 Rndn ---��• HOR I Zo 1'=40' VERTs 1'=4' 644-- ►1:[�IW�lollill CL OF ROADWAY 17+00.00 & CL OF ROADWAY PLAN SCALE 1'=40' 40' 0 40' 80' SCALE IN FEET AECOVEWD FOR SEAL Fd7'M/vtu !sr APPROVAL , QRpFESSjo OTy Fy Aw- nkipbuinav, s Q �r m 10WO A. 07M M 1! R.C.E. AIV. 3 No. 33950 " w�pp� L107 * EXP. 6-30-ggJ 'r AR VEO BY PIPES FOR ML)ISANICE WATIZ1Z E A C ES.S W PxTEIZ LV I LL S W E E T } .�s t STREET IMPROVEMENT CONSTRUCTION NOTES O CONSTRUCT 3" ASPHALTIC CONCRETE PAVEMENT PER TYPICAL SECTIONS ON SHEET 3 O CONSTRUCT 6" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 PROTECT IN PLACE �6 REMOVE THE EXISTING 18" CMP 9O CONSTRUCT 24" RCP STORM DRAIN PIPE 10 DWG CONSTRUCT ST RCT DOUBLE HEADWALL PER CALTRANS 11 89 INSTALL TRAFFIC MARKERS TYPE L-1 OBJECT MARKER MARKER PER CALTRANS DWG NO. A73A 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 % 2 9 7 AFWD EASTSIDE RESERVOIR PROJECT `� L` ACTROPOLITAN VATER DISTRICT OF SOUTHERN CALIFOOVIA EAST DAM AREA IF tnE (]IGWW17 QF LwIF17gYlA 350 SOUTH GRAND AVENUE, LOS AAGELES, CALIFORNIA 90671 9 S 0 EXP. L14T c. 3 o f (213) 217-6581 MS 3704 L147E BIESI9DB&H R`CDAVE`D c147F BATZ ROAD/PALM AVENUE rROWBaH PROECT ANN46& APPROIEV PLAN AND PROFILE APP DA 7E R.C.E. AI?. EXP. 64 TE LifCKED APPROVED M. L. t 2 OF 4 USER I D: *userld* PLOT TIME: INTERGRAPH FILE NAME: t•: 1 cIv \ 044c4105.dg7 L 1650 W W 1648 = 1646 W W 1644 1 2 -11642 o zo 37 ALF 00 2-24' RCP! -13200 - 1640 O� f 1 U.I IROAk;)WAY HEAD WALL ' IHEAD WALLI 11 � a 24' PIPEI ~ 11636 1 �GR*DE TO ORA, 11634 I � r' f ( j �J W x�D; I I 1638.46 _ 12'F 1 i s t s I 4 j PO HOLE; F C i 1 t 3 1 a E F G J K 1 J 1630 = 0+00 1+00 1+38 0-00 Q i STORM DRAIN PROF 1 LE ' AT STA. 11+64 SCALES HORIZs I'=40' VERT= 1'=4' iL W Z LWR6ROLAV SERVICE ALERT J i y tax U ' � CALL + TaL FREE U i 422-413300 Q '• rw ralM im wrs waw ft v via THE PRIVATE EACIAIEER SIGNING THESE PLANS IS REQ SIBLE FOR ASSURIN6 THE ACCURACY AAID ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT OF DISCREPANCIES ARISIMG AFTER a Ca NTY APPROVAL OR DURING 0NSTRUCTIOIN, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE Z; FOR DETERNINIAC AN ACCEPTABLE SOLUTION AMO REVISING THE PLANS FDR APPROVAL BY THE CaWTY Berr man & Henigar W y 9S/Coosa/toat.r,/n c. Hen/gos & Rod,/n c. M ROWTHER Lu DESIGNED REPOMMENPED 00, DATE O° �, 37127 $ 6Gdl7M'Y �' 27-q% E�roS-�-� DRAWN •ri__ CWL �Im HEVISIAN PEN TABLE$..NO PEN TABLE ATTACHED..$ 20+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 STATION a4 TE DW ( I COUNTY HEC PRnt= i I F Ai nNr, Ir rnNcTRI irT i nN I i NF RAT7 Rndn ---��• HOR I Zo 1'=40' VERTs 1'=4' 644-- ►1:[�IW�lollill CL OF ROADWAY 17+00.00 & CL OF ROADWAY PLAN SCALE 1'=40' 40' 0 40' 80' SCALE IN FEET AECOVEWD FOR SEAL Fd7'M/vtu !sr APPROVAL , QRpFESSjo OTy Fy Aw- nkipbuinav, s Q �r m 10WO A. 07M M 1! R.C.E. AIV. 3 No. 33950 " w�pp� L107 * EXP. 6-30-ggJ 'r AR VEO BY PIPES FOR ML)ISANICE WATIZ1Z E A C ES.S W PxTEIZ LV I LL S W E E T } .�s t STREET IMPROVEMENT CONSTRUCTION NOTES O CONSTRUCT 3" ASPHALTIC CONCRETE PAVEMENT PER TYPICAL SECTIONS ON SHEET 3 O CONSTRUCT 6" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 PROTECT IN PLACE �6 REMOVE THE EXISTING 18" CMP 9O CONSTRUCT 24" RCP STORM DRAIN PIPE 10 DWG CONSTRUCT ST RCT DOUBLE HEADWALL PER CALTRANS 11 89 INSTALL TRAFFIC MARKERS TYPE L-1 OBJECT MARKER MARKER PER CALTRANS DWG NO. A73A 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 % 2 9 7 AFWD EASTSIDE RESERVOIR PROJECT `� L` ACTROPOLITAN VATER DISTRICT OF SOUTHERN CALIFOOVIA EAST DAM AREA IF tnE (]IGWW17 QF LwIF17gYlA 350 SOUTH GRAND AVENUE, LOS AAGELES, CALIFORNIA 90671 9 S 0 EXP. L14T c. 3 o f (213) 217-6581 MS 3704 L147E BIESI9DB&H R`CDAVE`D c147F BATZ ROAD/PALM AVENUE rROWBaH PROECT ANN46& APPROIEV PLAN AND PROFILE APP DA 7E R.C.E. AI?. EXP. 64 TE LifCKED APPROVED M. L. t 2 OF 4 USER I D: *userld* PLOT TIME: INTERGRAPH FILE NAME: t•: 1 cIv \ 044c4105.dg7 L 1650 W W 1648 = 1646 W W 1644 1 2 -11642 o zo �+ - 1640 1 U.I r 1638 w a ~ 11636 11634 W i Z --�I632 i J — f 1630 U I1� SPECIFICATIONS 4 - 7272 5 OF 7 DYI"i B - 92314 0 5 7 908 -GG , 1638 1636 B I C I D I E I F I G I H I I I J I K I L I� W V) LdW 1634 _ - - - 0 S-- p200 \ F�_09_� 0 + a 1632 ` 3 ( s W w INVERT DITCH 1630 ___ 1 Il - 1628 ' O'D i L) D-:OUO ;INVE T W - — z HEADWALL ` J 1 = ! U 10+00 STATION 11+00 Q PROFILE ALONG CONSTRUCTION LINE PALM AVENUE SCALEe HOR I Z e 1'=40' VERTe I'=4' 1650 1648 1646 1644 1642 1640 z 0 1638 W W 1636 1634 1632 1630 2 7+58 27+00 26+00 25+00 STATION 24+00 23+00 PROF I LE ALONG CL CONSTRUCTION LINE BATZ ROAD SCALEe HOR I Ze 1'=40' VERT, 1 ' =4' MATCH LINE STA 11+00 ( SEE SHEET 7 ) Ld 12 13: Z INV. 1630.25 27+58.18 BTZ ROAD= W41 _ 10+07.00 PALM AVE. �� RCP-D2000INVERT DITCH +' 1 Q 2 = i E P OFILE FIEREON R/W 9 BATZ ROAD 4 T1 ,1 12 27+58.19 BATZ ROAD = 10+07.00 PALM AVENUE 1 R/W 11 FD. 2 IP W BRASS TAG J STAMPEDO RCE 9518' 20' BELOW SURFACE Q 3:1 L1ffA&UM SERVICE AILERT PER PM 11875 55/91 d ACCEPTED AS THE W l/4 SEC 3 CALL l TOLL FREE I -8� 422-4!33 no rcw Im s 0073 mE1Fw mu DIG THE PRIVATE ENGIAEER SIGNING THESE PLANS IS RE"CIBLE FOR ASSURING THE ACC[RACY AM ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT LE DISCREPANCIES ARISING AFTER Ca#VTY APpROVAL OR DG6 rw CLwSTRLICTILIN, THE PRIVATE ENGIAEER SWL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CGYWTY Berr man & Henigar 1 W BS/Cenau!/ants,/nc. He,? a A Rey,/n c. M ROWTHER 8 DESIGNED REC ED DATE �J �} * Mle. 3712 00 DRAWN I ' Z I 1 Exo. sr Cr4L APPROVED f � U CHECKED ;W C W .. STREET r Lf) AS W 5 , W V) PAVEMENT PER TYPICAL SECTIONS ON a V CONSTRUCT 6" CLASS 2 AGGREGATE BASE �P 0 - + PER TYPICAL SECTIONS ON SHEET 3 -e N PROTECT IN PLACE O5 1 rD O CONSTRUCT 24" RCP STORM DRAIN PIPE ;. 10 Z i J DWG D89 11 INSTALL TRAFFIC MARKERS TYPE L-1 OBJECT MARKER MARKER PER CALTRANS DWG NO. A73A 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 w IEVISIQV V O O/� I II •n L 1 I i j W o o I co 1 in dl p N ! I ( 3 •� a in N +� i 7 ! I i ( .. O lO N+ M! 1 In N C4 to — r CL READ SURFACE ooM + + N eci Oa o (fl p a �� i rU) LLI m i Ln f N— F0 d a H� + �� W C -0125 + N 3 F I N (SHED 'GRADE a in w - S-0� o • -f- ~ to N V) W H VlW M i Z y—� Nip UIIII O 5=®.00644 — — o 1-J {n W — y VERT I CAL CURVE ~ AA v► ' =200:00 FT -- --- INVERT DITCH J t j 7+58 27+00 26+00 25+00 STATION 24+00 23+00 PROF I LE ALONG CL CONSTRUCTION LINE BATZ ROAD SCALEe HOR I Ze 1'=40' VERT, 1 ' =4' MATCH LINE STA 11+00 ( SEE SHEET 7 ) Ld 12 13: Z INV. 1630.25 27+58.18 BTZ ROAD= W41 _ 10+07.00 PALM AVE. �� RCP-D2000INVERT DITCH +' 1 Q 2 = i E P OFILE FIEREON R/W 9 BATZ ROAD 4 T1 ,1 12 27+58.19 BATZ ROAD = 10+07.00 PALM AVENUE 1 R/W 11 FD. 2 IP W BRASS TAG J STAMPEDO RCE 9518' 20' BELOW SURFACE Q 3:1 L1ffA&UM SERVICE AILERT PER PM 11875 55/91 d ACCEPTED AS THE W l/4 SEC 3 CALL l TOLL FREE I -8� 422-4!33 no rcw Im s 0073 mE1Fw mu DIG THE PRIVATE ENGIAEER SIGNING THESE PLANS IS RE"CIBLE FOR ASSURING THE ACC[RACY AM ACCEPTABILITY OF THE DESIGN HEREON. IN THE EVENT LE DISCREPANCIES ARISING AFTER Ca#VTY APpROVAL OR DG6 rw CLwSTRLICTILIN, THE PRIVATE ENGIAEER SWL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CGYWTY Berr man & Henigar 1 W BS/Cenau!/ants,/nc. He,? a A Rey,/n c. M ROWTHER 8 DESIGNED REC ED DATE �J �} * Mle. 3712 00 DRAWN I ' Z I 1 Exo. sr Cr4L PEN TABLE$..NO PEN TABLE ATTACHED..$ r 12 ?- s CONSTRUCTION 4 CONST. 24" RCP INV. 1631.03 10 I R/W 0 R/W � q R\W Ct OF ROADWAY 0 1X2 22+00 ------- --T----------- PLAN SCALE I'=40' 40' 0 40' 80' SCALE IN FEET N 88'53'07"0 50. 01 ' ' R��' ANGLE -P-61 NT QF --ROADWAY +50.01 1650 W Ld2 W W Ln v 0 1640 + N 1� V) W Z J 1630 U H Q 1640 1638 1636 1634 163224 1630 1628 1626 1624 1622 1620 0+00 0+91 kLL STORM DRAIN PROFILE AT STA. 27+29 SCALE: HORIZe I'=40' VERTe 1 ' =4' I f I 1 2 I I I I 3 I I APPROVED f � U CHECKED ;W C W .. STREET r Lf) AS W 5 , W V) PAVEMENT PER TYPICAL SECTIONS ON a V CONSTRUCT 6" CLASS 2 AGGREGATE BASE �P 0 - + PER TYPICAL SECTIONS ON SHEET 3 -e N PROTECT IN PLACE O5 1 rD O CONSTRUCT 24" RCP STORM DRAIN PIPE ;. 10 Z i J DWG D89 11 INSTALL TRAFFIC MARKERS TYPE L-1 OBJECT MARKER MARKER PER CALTRANS DWG NO. A73A 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 w IEVISIQV V PEN TABLE$..NO PEN TABLE ATTACHED..$ r 12 ?- s CONSTRUCTION 4 CONST. 24" RCP INV. 1631.03 10 I R/W 0 R/W � q R\W Ct OF ROADWAY 0 1X2 22+00 ------- --T----------- PLAN SCALE I'=40' 40' 0 40' 80' SCALE IN FEET N 88'53'07"0 50. 01 ' ' R��' ANGLE -P-61 NT QF --ROADWAY +50.01 1650 W Ld2 W W Ln v 0 1640 + N 1� V) W Z J 1630 U H Q 1640 1638 1636 1634 163224 1630 1628 1626 1624 1622 1620 0+00 0+91 kLL STORM DRAIN PROFILE AT STA. 27+29 SCALE: HORIZe I'=40' VERTe 1 ' =4' I f I 1 2 I I I I 3 I I SEA an, 0,41E t�T CIFICATI �1E r/�/Y7 rw© EASTSIDE RESERVOIR PROJECT aKs isray AIETROPOL I TAN PATER DISTRICT OF SOUTHERN CALIFORNIA EAST DAM AREA A. pT <FA FGR TATIGY T IYHRSILE la4QA1�TY LF Q9tI1�9YlA 350 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA W71 tel' LIAR �Z 33 o G 3� (213) 217-6581 MS 3704 4 - 7272 1 p R. C. E. AV EV. L14 No. 33950 z 4 tx�. s-ao-9�6v gpplgpyp �y �rE aESICA� B&H BATZ ROAD/PALM 5NEZ7 Dmw BAH .IECT � APPROVED PLAN AND PROFILE 6 of 7 DWR C. E. AV. EW. DATE CAECXEDM. L .APPWff V (3 OF 4) B - 92315 USER I D: *userld* PLOT TIME: INTERGRAPH FILE NAME f: t c!v 1 044C,4 05. dgn I 908 -GG ri n i � U ;W i W .. STREET r Lf) AS W 5 , W V) PAVEMENT PER TYPICAL SECTIONS ON SHEET 3 V CONSTRUCT 6" CLASS 2 AGGREGATE BASE 0 - + PER TYPICAL SECTIONS ON SHEET 3 -e N PROTECT IN PLACE O5 1 rD O CONSTRUCT 24" RCP STORM DRAIN PIPE ;. 10 Z i J DWG D89 11 SEA an, 0,41E t�T CIFICATI �1E r/�/Y7 rw© EASTSIDE RESERVOIR PROJECT aKs isray AIETROPOL I TAN PATER DISTRICT OF SOUTHERN CALIFORNIA EAST DAM AREA A. pT <FA FGR TATIGY T IYHRSILE la4QA1�TY LF Q9tI1�9YlA 350 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA W71 tel' LIAR �Z 33 o G 3� (213) 217-6581 MS 3704 4 - 7272 1 p R. C. E. AV EV. L14 No. 33950 z 4 tx�. s-ao-9�6v gpplgpyp �y �rE aESICA� B&H BATZ ROAD/PALM 5NEZ7 Dmw BAH .IECT � APPROVED PLAN AND PROFILE 6 of 7 DWR C. E. AV. EW. DATE CAECXEDM. L .APPWff V (3 OF 4) B - 92315 USER I D: *userld* PLOT TIME: INTERGRAPH FILE NAME f: t c!v 1 044C,4 05. dgn I 908 -GG ri n � U i Q STREET IMPROVEMENT CONSTRUCTION NOTES O CONSTRUCT 3" ASPHALTIC CONCRETE PAVEMENT PER TYPICAL SECTIONS ON SHEET 3 O CONSTRUCT 6" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 �4 PROTECT IN PLACE O5 JOIN TO EXISTING PAVEMENT O CONSTRUCT 24" RCP STORM DRAIN PIPE 10 CONSTRUCT DOUBLE HEADWALL PER CALTRANS DWG D89 11 INSTALL TRAFFIC MARKERS TYPE L-1 OBJECT MARKER MARKER PER CALTRANS DWG NO. A73A 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 SEA an, 0,41E t�T CIFICATI �1E r/�/Y7 rw© EASTSIDE RESERVOIR PROJECT aKs isray AIETROPOL I TAN PATER DISTRICT OF SOUTHERN CALIFORNIA EAST DAM AREA A. pT <FA FGR TATIGY T IYHRSILE la4QA1�TY LF Q9tI1�9YlA 350 SOUTH GRAND AVENUE, LOS ANGELES, CALIFORNIA W71 tel' LIAR �Z 33 o G 3� (213) 217-6581 MS 3704 4 - 7272 1 p R. C. E. AV EV. L14 No. 33950 z 4 tx�. s-ao-9�6v gpplgpyp �y �rE aESICA� B&H BATZ ROAD/PALM 5NEZ7 Dmw BAH .IECT � APPROVED PLAN AND PROFILE 6 of 7 DWR C. E. AV. EW. DATE CAECXEDM. L .APPWff V (3 OF 4) B - 92315 USER I D: *userld* PLOT TIME: INTERGRAPH FILE NAME f: t c!v 1 044C,4 05. dgn I 908 -GG ri n F9 B I C 10 W W 0 Ld Ld LA 1634 O 1632 0 ♦ 1630 1628 H V) LLJ Z J a G fffigaIID SERVILE ALERT CALL • TOLL FREE 1 -ON 422-1133 YW WMING a+rs MEFM VW 016 ti THEE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPUNSIBLE FOR ASSU71NG THE ACCURACY AND ACCEPTABILITY OF THE LES16N HEREON. IN THE EVENT OF DISCREPANCIES ARISING AFTER COUYVTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINIEER SHALL BE RESPONSIBLE Z3 FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING TIE PLANS FOR APPROVAL BY THEE COUNTY Berryman & Henigar BS/Corse/towts, /Re . . Nen/poi & Ray,/n c. F 00 12+00 13+00 STATION 14+00 15+00 16+00 17+00 PROFILE ALONG CL CONSTRUCTION LINE PALM AVENUE SCALEe HORIZg 1-=40' 1638 1636 1634 z a F 1632 w 1630 1628 1626 1624 1622 17+56 i" ! 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VERTi 1'=4'LO ! o EDGE OF SHOULDER AND ! \ LIMITS OF EASEMENT FOR W15+72.93 ROADWAY PURPOSES W � \ /,\ CUL-DE-SAC ,U / O I REVISED, SEE O SHEET I OF I Wm R 0 L 12 OA 20.00 \ o 29. 34' 18.03 B 2 1 264' 03'44, 4 R/W — . — .. — — ---- -- L-------- -- 0 ' Iv � 0 -.h .'4t- E •-4'F"fC �3 :E '� _£.( <� _ € _ - � p � _ � a4 SaE e ---- --_ e- --- -- = - ------------------.-------- ---~ -- S - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ----. W -A INVERT DITCH , U CL OF ROADWAY R/W i+ A A: IIE M ROWTHER W DESIGNED jRW7a NDE�d/BATE �, 37127 r—z�-9� "-E" -30-00 i gg III! CHECK d I T m o Q, aEVISED Col- DE -.SAC. , SEE SNEE7 I OF W U REVISION 3-11-715 31__17 �tl-1 DATE APhR . a4rE Dww a� CDWTY REC I Pw I wp MYD • r ;rxr �� rl .r eY PLAN SCALE 1'=40' 40' 0 40' 80' SCALE IN FEET SEAL ca#vTY A. 0r r , No. 33950 I' EXP. 65-30-7 crvkk— PEN TABLE$• .NO PEN TABLE ATTACHED.. $ USERID: $userld$ 4 ) WELL J CURVE DATA No. R 0 L T OA 20.00 84.03' 44' 29. 34' 18.03 B 38.00' 264' 03'44, 175. 13' K I L STREET IMPROVEMENT CONSTRUCTION NOTES OCONSTRUCT 3" ASPHALTIC CONCRETE PAVEMENT PER TYPICAL SECTIONS ON SHEET 3 CONSTRUCT 6" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 O PROTECT IN PLACE �5 JOIN TO EXISTING PAVEMENT 12 CONSTRUCT 9" CLASS 2 AGGREGATE BASE PER TYPICAL SECTIONS ON SHEET 3 SPECIFICATIONS iv"uvp BY a47E z qoz 9 7 rwD EASTS I DE RESERVOIR PROJECT EAST DAM AREA Fdta A. o T1►! RIMMIL E MENTY W LWIFOW1.4 ° METROPOL I TAN MATER DISTRICT O !2131 21T-6581 F SOUTHERN CALIFORNIA M S 3704 35E SOUTH GRAND AVENUE. LOS ANfGELES, CALIFORNIA 90871 4. C. E. AV.� 3 2 '�y EXP. L34T G 3 �� BY mrE DESII>>� BaN � BATZ ROAD/PALM AVENUE 4PPROt1RAW B&H PRD„ECT A%V%ER APPROVED PLAN AND PROFILE R.C.E. AV. EXP. 04 TE aECKED M.L. APPROVED (4 OF 4 ) PL 0T T I ME : 5'Vtlme$$$$$$$$$$$$ INTERGRAPH FILE NAME : 0 k c/v 1 044c4107. dgn mw Og& 4 - 7272 SHEET 7 OF 7 DW B - 92316 908 -GG 1 3 LI 5 N 7