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Storm Drain
IN THE CITY OF TEMECULA COUNTY OF RIVERSIDE , STATE OF CALIFORNIA FGENERAL NOTESSTORMDRAINPLAN CONSTRUCTION NOTES do QUANTITY ESTIMATE TRACT 24187 QUANTITY ESTIMATE /S FOR BONDING PREPOSSESS ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES PRIOR TO CONSTRUC77ON -1 -R 1. THE CONTRACTOR SHALL CONSTRUCT THE FLOOD CONTROL IMPROVEMENTS GRAPHIC SCALE TRACT 24187�1 �" SHOWN ON THE DRAWINGS IN CONFORMANCE WITH THE REQUIREMENTS OF THE 1 CONSTRUCT 18 RCP (SEE PROFILE FOR D-LOAD) 492 LF 109 LF RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT'S 200 0 100 200 400 800 2 CONSTRUCT 24" RCP (SEE PROFILE FOR D-LOAD) 113 LF MEMORANDUM OF UNDERSTANDING STANDARD SPECIFICATIONS DATED TO RIVERSIDE 3 CONSTRUCT 30" RCP (SEE PROFILE FOR D-LOAD) 230 LF ---- SEPTEMBER 1984, AND DESIGN MANUAL STANDARD DRAW/NGS DATED MAY, ( IN FEET ) TO CORONA 4 CONSTRUCT 21- RCP (SEE PROFILE FOR D-LOAD) 278 LF 34 LF 1971. 1 inch 200 it. a 1 p CONSTRUCT C.B. NO. 1 PER R.C.F.C.D. STD. DWG. NO. CB 100 AND LOCAL DEPRESSION NO. 2 CASE 2. ALL STATIONING REFERS TO CENTERLINE OF CONSTRUCTION UNLESS B (CASE C FOR SUMP) PER R.C.F.C.D. STD. DWG. NO. LD201 5 4 OTHERWISE NOTED. 7 R � ___ �,►•'R c, 11 CONSTRUCT MANHOLE NO. 1 PER R.C.F.C.D. STD. DWG. NO. MH. 251 2 J. STATION/NG FOR LATERALS AND CONNECTOR PIPES REFERS TO THE � �'. � 14 CONSTRUCT MANHOLE NO. 4 PER R.C.F.C.D. STD. DWG. N0. MH. 254 ---_ 1 CENTERLINE-CENTERLINE INTERSECTION STATION 4. FORTY EIGHT HOURS BEFORE EXCAVATION, CALL UNDERGROUND SERVICE 010 8 Q10=J50cfs ( 15 CONSTRUCT JUNCTION STRUCTURE NO. 4 PER R.C.F.C.D. STD. DWG. NO. JS229 2 Q D- alc� � � Q ALERT AT 1-800-227-2600 0100=7.20cfs 0100=5.30cfs 16 CONSTRUCT TR09770N STRUCTURE N0. 3 PER R.C.F.C.D. STD. DWG N0. TSJO3 (EL S SHOWN ON PROR7LE) 2 1 5. ALL ELEVATIONS ARE IN FEET AND DECIMALS THEREOF 664SED ON U.S.C. 0100in=7.20cfs � 0100in=4.29cfs ; PROJECT & G.S. DA TUM. "^ SITE 1 CONSTRUCT CONCRETE BULKHEAD PER R.C.F.C.D. & W.C.D. ST 17. DWG. NO. M816 1 6. ALL CROSS SECTIONS ARE TAKEN LOOKING UPSTREAM. 8MRA f DRAIN LINE A jjjj,:� 7. ELEVATIONS OF UTILITIES ARE APPROXIMATE UNLESS OTHERWISE NOTED. j p p,UBA 018 CONSTRUCT DRAINAGE INLET PER BROOKS BASIN 3636 3 8. OPEN/NGS RESULTING FROM THE CUTTING OR PARTIAL REMOVAL OF - 2 16 jj A6 �9 20 19 CONSTRUCT TIMBER BULKHEAD PER R.C.F.C.D. & W.C.D. STD. DWG. NO. M804 EXISTING CULVERTS, PIPES OR SIMILAR STRUCTURES TO BE ABANDONED 1 0 ji ' City O f Temecula R EXISTING STORM DRAIN PIPE TO REMAIN ----- ---- SHALL BE SEALED WITH 6" OF CLASS "B" CONCRETE. CB8 r 9 Ve �, CAMPANULA WAY 99 010=9.64cfs �7 9. PIPE CONNECTED TO THE MAIN LINE PIPE SHALL CONFORM TO JUNCTION 0 100=14.64cfs STRUCTURE NO. 4 (JS 229) UNLESS OTHERWISE NOTED. Q1Doin=4.15cfs 21 5 -In 2 2,2 .11 IG7 HWAY 29 10. BEDDING PIPE WITH LESS THAN TWO FEET OF COVER SHALL CONFORM TO d 31 3° TO SAN DIEGO LOS ANGELES COUNTY FLOOD CONTROL DISTRICT STANDARD DRAW/NGS CB 70 0[0=6.75 cfs ASSESSOR'S PARCEL NOS. APPLICAAff 2_D213.3 AND 2-D177 FOR CONCRETE BACKFILL /N TRENCHES. ALL OTHER1 33 ASSESSORS MAP BOOK 955, PAGE 03 NEWLAND COMMUNITIES PIPE SHALL CONFORM TO RCFC&WCD STD. DWG. M815. 0100 10.21cfs 31 APN: 955-030-009 Qlooin=2.13cf5 � VICINITY MAP 955-o3o-028 " 27393 YNEZ R . 11. 'V/ IS THE DEPTH OF INLET OF CATCH BAS/NS MEASURED FROM THE 955-030-030 SUITE 253 TOP OF CURB TO INVERT OF CONNECTOR PIPE. 3 � NOT TO SCALE TEMECULA CA. 92591--4608 ,�.� � (909) 694-5512 12. CATCH BASINS SHALL BE LOCATED SO THAT LOCAL DEPRESSIONS SHALL sroAM PRAN L11VE A-12 5o �g �� �Z , LEG4L DESCRIPTION z BEGIN AT EXISTING CURB RETURN JOINT, UNLESS OTHERWISE SPECIFIED. PARCEL 32, 33, AND 34 OF PARCEL MAP NO. 23432 FILED ENGINEER IN BOOK 159, PAGES 38 THROUGH 61 OF PARCEL MAPS THE KEITH COMPANIES 13. ALL CURBS, GUTTERS, SIDEWALKS, DRIVEWAYS AND OTHER EXISTING y� /N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE, 22690 CACTUS AVENUE IMPROVEMENTS TO BE RECONSTRUCTED IN KIND AND AT THE SAME 60 65 COUNTY, CALIFORNIA, LYING WITHIN THE RANCHO PAUBA. SUITE 300 ELEVATION AND LOCATION AS THE EXISTING IMPROVEMENTS UNLESS or a arm 52 61 ,l MORENO VALLEY, CA. 92553 3 'S6 OTHERWISE NOTED. 61 6 OWNER (909) 653-0234 62 63 61 CAL-PASEO DEL SOL. C816 �,� 9404 GENESEE AVENUE INDEX OF SHEETS. 010=0.72cfs 1 SUITE 230 P� 0100=1.06cfs LA JOLLA, CA. 92037 Q 100in=6.91 cfs � 3 69 1 OF 3 TITLE SHEET C815 � � .r, �� 10 • (619) 455-7503 2 OF 3 LINES A- 12, A- 12a, A--12b, D- 1, E, E-1 do E-2 010=13.24cfs I 3 OF 3 LINES A-6, A-6v, A-6b, A--20a & A-20b 0100=22.59cf5 S Q100in=7.39cfs 1 0 e* 53 0 0 OD �sEO�LOT 6 b7 elb 0814 1 � o � R/W R/W R/W R/W 010=1.73cfs • Q 100=2.57cf5 � � .� 76 s6' 0100in=4.24cfs 9 7 76 60' CB/3 33' 33' 010=4.09cfs � '° � 40' Q100=6.16cfs � 6 eb lip 10' 12' � 12' 10' 11' am Q 100in= 7.07cfs ' / 4' 6' 2 0' 2 0' 6' 4' 010=1.43cfs 6' s ENGINEERS NOTICE TO CONSTRUCTORS SrORY DRANLAE A-6 6' � ' 0100=2.26cfs z 0 0 6 P� I 2X PR/NATE AND PUBLIC UTILITIES AS SHOWN REFLECTs � I I 2x AVAILABLE RECORD INFORMATION. THE CONTRACTOR Q10=214cfs 3 0100=3 38cfs 2�' 2.OX ' O • \\., 2X ""�� // ' '�%!�!:\\/' . °; ,o o; :.a:°o, o; d:b.:.b•.o; °: ,,a. \\,/\\/jy/�� SHALL BE RESPONSIBLE FOR LOCATING ALL LINES AF- -- I DRAIN LAI/E \\ nFECT/NG THIS WORK AND ANY DAMAGE OR PROTECTION 4srOR.V �//,�//\\�/\/' n: -,. . . e, o . :,��.'• \\/���/i\�j\moi` '\ / / /\�/.\ `/\/\/i�/ / /.\ TO THESE LINES. PRIOR TO STARTING CONSTRUCTION yT 01 oint=l3.4cfs o K:w o K CA o K:o, o K:CA o �I _ O K rn c -C.Icw cQ10int=21.2cfs c z'vc-o I 7 - �OF THIS PROJECT THE CONTRACTOR SHALL VER/FY THE 615Tz , � • �z EXISTING ELEVATIONS OF THE EXISTING MA/NS WHEN 15 3Z P 0100u1t=7.77cfs MAKING CONNECTIONS AND UNCOVERING ALL EXISTING 010int=0 00cfs UTILITY LINES AFFECTING THIS WORK. IF A CON- � �6 �� � 0100int=O.00cfsFLICT IN LOCATION IS NOTED, THE ENGINEER MUST EX/ST, SrORM O AIN L INE A �g 6037 Q100u/t=26.9c WATER WATER BE NOT BEFORE PROCEEDING. *6 y7 '� S D. 6 I 6 S D• 6' 6' CONTRACTOR SHALL VERIFY ALL CONDITIONS AND Dl- / # 3g P Q10int 4cfs I I 4 MENSIONS AND SHALL REPORT ALL DISCREPANCIES TO I ' '° 05 Q nt=21.2cfs 3� 4z '�� � 100u1t=7.78cfs 13' O 15' SEWER THE ENGINEER PR/OR TO THE COMMENCEMENT OF WORK. Q �9 �`' M '3 SEWER CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE ANDo 4 EX/ST. SrORVORANLIAFE COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS �� �� 20 �` I DODARO DR/VE SUNNY MEADOWS DR/VE DURING THE COURSE OF CONSTRUCTION OF THIS PRO- / �� 50 3' 52 T YP/CAL SEC TION T YPICAL SEC TION 26 � 6 � E R/W R/W R/W N.T.S. R/W JECT INCLUDING SAFETY OF ALL PERSONS AND PRO- l 2 N.T.S. PERTY. THAT THIS REQUIREMENT SHALL APPLY CON- 0 10 TINUOUSLY AND NOT BE LIMITED TO NORMAL WORK/NG 010 1766 HOURS AND THAT THE CONTRACTOR SHALL DEFEND, IN- 0100=25.66cfs / 70' 70' OEMNIFY AND HOLD THE OWNER, THE CONSULTING ' Q100in=44.71cfs �� �• EN- GINEER AND ALL PUBLIC AGENCIES HARMLESS FROM / 50' 50' ANY AND ALL LIABILITY REAL OR ALLEGED IN CON- / / V-f 6' 4' 4' fi' 20' 520fi' 4'NECTION WITH THE PERFORMANCE OF WORK ON THIS EXIST, STORW DR4hV LINE 4 s 20 5 s 20 5 PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CONSULT- ING ONSULTING ENGINEER OR ANY PUBLIC AGENCY. I EX/ST. STORM DRAB/L AF D 2% 2% 2 2% ✓\ ///\//\\/j a a ° e°,.° °. f o •.°:•° d y• a I j ZCa <�M zQ O- O �. C 'lZU1 M' mzcn I � I I EX T. EX T. SPECIAL IDES NOTICE E ST. WA ER E SS.OT. WA ER CONCRETE COVER ON THE INS/DE OF ALL D 12' 18' 11' I o THE CO THE CONTRACTOR SHALL VER/FY LOCATION do ELEVATIONS AT ALLLO REINFORCED CONCRETE PIPES MUST BE INCREASED NOTICE CONNECTION POINTS AND ALL EX/ST. UTILITIES /N PARKWAY PRIOR TO TO PROVIDE A MINIMUM OF 1 1 2" OVER THE REINFORCING STORM DRAIN CONSTRUCTION. ENGINEER TO BE NOTIFIED AT LEAST 18' WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONTRACTOR SHALL NOT/FY THE CITY (OR DISTRICT, AS TWO WORKING DAYS PRIOR TO BEGINNING OF CONSTRUCTION /F CORIA CARA �V/A CA MPO Q) THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL APPROPRIATE) IN WRITING, A MINIMUM OF TWO WEEKS BEFORE BEG/NN/NG CONNECTION PO/NTS ARE NOT PER PLAN AND/OR /F 6" MIN. ryp/CAL ECT/ON T YP/CAL SEC TION Ln BE f c=5,000 PSI FOR VELOCITIES EXCEEDING 20 FEET PER SECOND CONSTRUCTION, AND SHALL NOT BEGIN CONSTRUCTION BEFORE OBTAINING CLEARANCE IS NOT MET BETWEEN ALL EXISTING UTIL/T/ES. N.T.S. N.T.S. AND f c=6,000 PSI FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. AUTHORIZATION TO PROCEED. CITY BUSINESS TAX CERTIFICATION NO, 033595 EXP. DATE 4/2/97 PRIVATE ENGINEERING NOTE BENCHMARK 000M OF WMtSIOE B.M. T-29-a1 OFESSi ! AOOED /20 L.P. OF/8"A'G•P t ADDED / •Z/•ol STORM DRAIN IMPROVEMENT PLANS TKC JOB No. 31458.000 Q) Mid®�' P®M[�d QR CATCH BASIN `7C The Keith Companies RECOMMENDED BY: DATE: ��P n 0�o �0 @ p q CONSTRUI CONTRACTOR AGREEs THAT IN ACCORDANCE WmI GENERALLY 2 1/20 MOSS DISC IN CONC. CrLINOER LOCATED FWN THE KrUtSECTM ��� Civil F Incc A ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO 6 TRACT 24187-1 & -20 Call: TOLL FREE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OFA c� Ned J. Arau'o LD9191 -221CO INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. 22 0��*mw M �„��Y, G 9M-W24 (M)653-0234 I-Boo SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. N0. 057835 � ACCEPTED BY: DATE: 41Irld � 227-2800 � WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT, TITLE SHEET i 2 7-2 8 0 0 DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY ADJ. DATE 9/13/82 ELEV. 1126.410 � Exp, 6-30-02 � APPROVED BY: RONALD J. PARKS � AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WrrH THE PERFORMANCE DEPUTY DIRECTOR OF PUBLIC WORKS SHEET _1 OF __ OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE �,9 � MARK REVISIONS: APPRDATE TWO WORKING DAYS BEFORE YOU DIG NEGLIGENCE OF DESIGN PROFESSIONAL. �E CA`-�F NED J. ARAUJO R.C.E. NO. 57835 . R.C.E No. 19744 Expires 9/30/01 OF DATE: REGISTRATION EXPIRES 06-30-02 DESIGNED 13Y A.N. DRAWN BY A•N,- CHECKED BY NA HORIZ. SCALE: 1"= 40' VERT. SCALE: 1"= 4' TKC ACCOUNT NO. 30764 rr / rr 111110 0 r PC 0 ,L,1 0 0 im EMS M E.- -ssh'u.- BOB EN mosommins MEESE. MEESE so on on 111111MESSENIS ME MINES no SEEM on on MM MEN 0 MM oil on on son 0 INN so MEMO soon =011111111 MM MMILA on 0 E ME MEMO SEEN ME 0 so MEMO 0 0 ME ME MESSER as Mmm 0 00P.P. ISO ME MM I 0 ME111111111 on on 0 EMMM 0 no ME MEN, 0 0 on ME no NOME ME MM ME MI-rTut: MEMO ME mm S SEEM =IlrrMM on no mm�� ME SEEN BE mm E no E on MEMO 0 MEN low E E M EN mill, 0 on I miss MEN MLP1111 - I I III ffin mum-ivons 0 IMF min 0 0 1111 po on MENNEN on so on 0 E 1 0 itME on 0 E E No OEM so ME BE no on ME ME mm ME ME ME 1"MmE • M SM11L Lip I Bill ME ME NEE no, &PA. ME on ME ME son ME ME wagon ME WkME WIL no MEE i, , ME ME son MENEM E N.1 S E E 0 0 MEN 0 now. 11 M MM =ME so Emmons ME SEMI■ MEE E S mm N.'. 111 0 0 No on 11ME ME! Emus 2 1 1 S EMEMES so MEESE IPM so &,'As arm • ME OEM MM SEMEN ME= OEM map=- E MEMOS 0 F;,. 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'... .1 . 4. 7- ...� , .- I . . �. , '. �L I.. . I - - ....1 . 11 .11 . . . - _��_ - I . - 1.- ____ ...... ..- -.- .-t-�L-4- -----4 . . . - - .. - . L I ' - . - -.--__ I---- _�__- _ , , L. 4-- . - .__ -------- ___t, & T_ . - I i � - � !. E;758.j ww ,il� (w%r.-w-* i.-...J IN— I � -. - . . I ._J I I I - � --7-',St'C J'r .i I - .I F IF,-&- I �,I I � ' _ 'I 11 !M, I I � � - .11-1. .1._ '. fay.01-L_P.-- ,, -4- � ... � ..to*-L-i. .- - �0,; 7 _413.1 t..... .___.____J___, . - _____ OM , .i. . T�R41L'-2..,P-w-----�--- - 4- , . _�___ I . . - . . I . . I I . , I . . � . . .. - . . . . i . ; � A � . . . , i L. , PROJE 'T IYO. i 7-0-� I J . I I i- - ). __ --.-.-.- _�o .__ :1. _i__.._.f-._11 ., ( - i . . . Pf?CVFCT NO-� 7-�0-0044 � I - ,Nr RCP. (0��iw I i i _� I f ___ IF ROO P*2W _ I A . e 114&..... . : I 1, PROFLE SCALE, .-...4--- --1. I I . . � I ... , ! I . ' . . . . . -1 I . . . . I � I . .. . . . ".. . .. I . ; . A - . � . . . . � .. . . . , .. I . . . 1 1 � , � . . . . 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LENGTH TANGENT LIAE A�208 LINE A m2Ob 'Wo 0 'WIV 4wo IMP 0 N89005'00'"W- --- 88.2,5? --- M=UJUM - N07TS a a a A � A a NR 45000,00rw 22.50' IZ67' 9.32' CONSTRUCT 11r RCP (SEE PROME FOR D-LOAD) j a - I THE CONTRACTOR SHALL VERIFY LOCATION & ELEVATIONS AT ALL Q N45*55'OCrE --- J9.4591 --- 0 SCALE IN FEET CONNECTION POINTS AND ALL EXIST. UTILITIES IN PARKWAY PRIOR TO Z 471 1'50* 22-50' 18.5j, 9.813, 0 CONSMUCT Yr RCP (SEE PROFILE RW D-LOAD) STORM DRAW CONSTRUCTION. ENGINEER TO BE NOTIFIED AT LEAST 05'5,5'2e 1719.00' f 76.74P 88.45' CONSTRWT C.S. NO. I PER R.C.F.C.D. SM. DINV. TWO WORKING DAYS PRIOR TO BEGINNING OF CONSTRUCTION IF N06*50'00*W --- 102.71, --- @ NO. CB100 AAV LOCAL DEPRESSION NO. 2 C4SE 9 CONNECTION POINTS ARE NOT PER PLAN ANDIOR IF 6N MIN. (a) 450001000 45.00' 35.34' 18.6 01.1 (CASE C FOR SUMP) PER R.C.FC.D. ST0. DIM NO. LD20Y CLEARANCE IS NOT MET BETWEEN ALL EXISTING UTILITIES. 0 NJF10"0CrE --- 18.849, - 77`�_ (5 C0AW`RW7'MW1aE NO. I PER RiC.F.C.D. SM DW. W. 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L.--) .-/":, I _____j .. - -% a I a 0 10 @ 1 ��III � 0 6 � iill ill r 1w iiiiiiiiiiiiiiiiiiil )II11111111111 A ,,qn -BROOKS BASIN 3636 LINE A �6 INE A �6, A �6a & A �6b I AF N on %91F A aw20b N.T.S. LDO( -0.324::) A . __ -- . oilo, !lf I ADDED 121 LF. OF' Ir SD TO VNE all 1^ �4) .2 . I TKC JOB NO. 31458-000 PRIVATE ENGINEERING NOTE BENCHMARK cauffiff OF wom ex 7-" - If -SS/ RELOCATED ME WADO*S SD EXMVS700V 1 7- % STOW DMN A~ 1111119waff PUM = 415 I OONIPJCM A211IM lftW N 00001110A01M MM 0011111MA!" 2 11r 11111� MC III CO- C CVUOIIWI Uxxft FOW 1w I"Ismilm CITH The Keith Companies REWSED HOL BASED ON M. 24188-2,-3&-F L RECOMMENDED BY:--.,&- r�---w DATE: Service Alor ACCEPTED CONSTRUCTOON PRAC`I`ICES, CONS1R!UC CONWJCM WILL BE OF FRIONT ST. NO RANCHO CALIFORNIA ROAD, 1.8 MM OLL ON RAHCHD RMIRM TO ASSUME SOLE AM COMIPLETE RESPONMLITY MR JOB SITE CALIFOIW ROAD TO THE INIIMM" Of ROOM CALIFORNIA MAD AI11ID _� TRACT 24187-1 & -2 CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. MARGARITA ROAD. N YHE NX CORNER OF THE INTERSECTION I' I- OF A (�D N" J. Anujo INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REOUIREMENT r CHAIN LW FENCE. 21`x I 6' AROUND 90. CALIF. GAS VALVES, 40' N. w Mw DEW howall,SAO in xiiiiiiiiiiiiiiiiiiiii,YAW.at ow-ew (no ny-law LD99�221CO I-SOO SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL %=NO=N. Of THE CE?,ITERLINE OF RANCHO CALIFORNIA, RW. No. 057835 L ACCEPTED BY: DATE: 3A. . POST SET I I W. OF MONUMEW. I ROWa J. PARK9 '/-">' LINE & A-69 A-ft A-ft A-2046 & A- 227-2600 wDEOFRE'NNDG. 1ND0,u1R.s'YANAD,IC0HN0`L`.RU)cETS10,GN ePORNOTFR,A,cST,OORW,FLtJR.TH.EMRL.AGSREFERsOMTO ADJ. DATE 9/13/82 ELEV. 112&410 * lip. 6-30-02 * ANY APPROVED BY: , + . " . -7-- I -T- I � �1 I I �. I �_:.......77f 1 ... , ,...-f EF-1 ,, -, , ��T�-._ I - r ___.___ I �� - --- _1 I . , 4 ____ I - __ ,__�_ 'I -1 I---------- T '�` I I" i.- . , 00 . ",- - I - ---. " I- i � - I i I � � I I . I- I I - �9 1 I I � _� �s I I I I I + � Il- I I i _�_ I .1� I j I i " I i e -9 � ��_ - : - 4- f � 1. , - ; I ? I t 1 4 + � ,. -, � tA _� I . - � I I I I I - - _41 1 1 1 11 I 0 �%�_ _- ) -`� __ _- I. I , i .1 1. i I I I 'I j � � I 1 4 1 f �� I ��_:__::,_. - 11 , .. , I I ; rrlg Is. - i - 4 f Q30 I ,i- I to P I I i I I I I I AND ALL LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE PERFORMAINCE 11 - ,.6� ;--) DEPUTY DIRECTOR OF PUBLIC WORKS SHMT 3 OF 3 OF WORK ON TIHIS PROJECT, D(CEPTING LIABILITY ARISING FROM THE SOLIE .l�_ �� - MARK REVISION& APPR. DATE TWO WORKING DAYS WF YOU = NEGLIGENCE OF DESIGN PROFESSIONAL CF cx\,\� NED J. ARAUJO R.C.E. "l635 R.C*E Ii 19744 Expirm 9/30/01 10 DATE: 8/0/ . REMMTION EXPIRES 05-30-02 DES0*1) BY Aff, - DRAWN BY _l_ CWCKED BY NA ---. HORIZ. SCALE: 1 = 40P VERT. SCALE: 1"= 4' ITKC ACCOUNT NO. 30764 - --1 - I - . 1iiiiiiiiiiiiiiiiiiiiiii1 --...-.......... .. .. . Plotted. J18101 3.01:16 PU By k-tolliver DWG. N.\31614.000\dwg\PRWD-newl8sd.dwg 8