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HomeMy WebLinkAbout1453-D " A � DRAWING NOQ�- - CONTROL NO -7 Do 100 j 45 OVERLAY NO. 7ov 7006 • e - • Ja1, • ;,ail Y• __palt Release DateI E F SOF Street Storm rain Plans SPECIAL NOTES: , q /i -7/925 riICQPoiSED UNE N PROPOSED UNE D IEE STORM DRAIN 3 STORM DRAiN IMPROVEMENTS SHEETS �tf -w- a D.f IMPROVEMENTS - FOR TRACT 14139 ` � WILL BE REQUFROM THE IRED WORKBERAWITHIN AND ME I �R wM rt !!o D 7 A 8 TRACT 14380 � THEIR RIGHT-OF-WAY. tlRAI ash 8T©All DRAIN ..r E�L E SHEET 3 TR. 14300 oVEMENTS ° 4110PROVEMEN7`5 �S Oflll/DAAI EE 3 Z THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION _ SO AS NOT TO DiSTtlRB TR. '143sd E/s,_�- •>SHEET 3 TO. I s THE EXISTING UNIMPROVED EARTHEN DRAINAGE FACILITY ALONG THE NORTH SiDE , ' SHEET 3 TO. 1 � ' OF 24 TH STREET FROM THE DEBRIS/DESIL \ , TING BASIN TO THE ETIWANDA SPREADfNG ` J . "' � �� D ��-; �� Imo, E � � j .GROUNDS. IN THE EVENT IN THE OPINION OF , THE CITY ENGINEER OR THE SAN BERNARDtNt� MONT$� N4M �/ ~ LINE o-r ► COUNTY FLOOD CONTROL DISTRICT, THE CAPACITY AND/OR INTEGRITY OF THE ro sN K E.; n sEE srgRIMtDAA/N FACILITY ARE DISTURBED DURING THE CONSTRUCTION OF THE PROPOSED STORM y ET s TR. Maio f� �o i NEEr j N�Nrs DRAIN LINE, FULL RECONSTRUCTION OF THE FACILITY MAY BE REQUIRED TO THE • Fur1w F /� fEEt3 rp 14380 APPROVAL OF THE CiTY ENGINEER AND THE SAN BERNARDINO COUNTY - N CONTROL DISTRICT. �� Ru YgMENTS, E T FUTURE LINE C-3 ET.a TK 1AGISO ,�; SEE STORM DRAIN IMPROVEMENTS 3, ALL MGHT OF WAY/EASEMENTS/PERMITS FOR ON OF THE ( ��,Q'E G� � ROPOSED FACILITIES SHALL BE SQA ��� ,DR.9/ r�,.71Ar IVta:s Dave �` " Al� YRDPOS>�l/Nf p SHEET Z TR. 1437! • • ' �TLRE al SEE STORM 13AAIN OBTAINED PRIOR TO ISSUANCE OF ENCROACHMENT OR BUILDING PERMITS. IMF 1rIBN'S !! STaii* N s, a� IMPRtMVEMENTS FUTURE LINE C-1 IrUTURE 6�NEE?rZ, TR 13 SHEET 9 P SHEET t TA. 3rt3Ai0 SEE STORM NTS 11� d 300 800 DETENTION BASK 4. IF TEMPORARY OUTLET ON SHEET 3 iS TD HE • � � 3t � ss I � IMPROVEMENTS i*- 3001 DESILTING/DEBRIS - C �� sa ss ` fROPOSE»tME0-3 SHEET 2 TR. 14379 scole feel CONSTRUCTED THEN ON-SITE TEMPORARY � WE STOAAI DAMN BASIN _ l�Un44E ' I IMPROVEMENTS FUTURE LINE e I AS PART OF THIS SYSTEM. CONSTRUCTED i fUT 22 04EET A TR. 1430 1` SEE STORM DRAIN Ili OUTLET '2 s' x I IMPROVEMENTS I I SHEET 2 TA. 14379 SEE SHT. 3A L")S 5- CONSTRUCTION OF PERMANENT OUTLET OM SHEET 3A _ SHALL COINCIDE WITH REMOVAL OF TEMPORARY OUTLET _ {, - — - _ SYSTEM ON SHEET 3 AND REMOVAL OF ONSITE TEMPORARY EBRIS BASIN LINEA Fl/TURE UNE F-1 FUTUQE UN Fl1T AW UNE E-1 PROPOSED LINE D-1 FUTURE LINE C DETENTION BASIN AS DIRECTED BY CITY ENGINEER IMPROVEMENTS SEE STORM DRAIN IEE STORM DRAIN SEE STORM DRAIN SEE STORM DRAIN SEE STORM DRAIN EE STORM UNE C-3 UNE A I AGREEMENT REGARDING THESE FACILITIES ARE I N SFE STORM DRAIN IMPROVEMENTS IMPROVEMENTS IEE STORM DRAIN THE OFFICE OF THE CITY ENGINEER, EE7 � TR 14340 MEET 6 TA 11340 IMPROVEMENTS IMPROVEMENTS IMPROVEMENTS IMPROVEMENTS PLANS SHEET 0 9 l 0 0 SHEET 4 TR. 14390 SHEET 2 TR. 14380 • M SHEET.2 TR. 14379 SHEET,2 TR 14379 .. .. • ulvE o 0 S. THS SET OF PLANS HAS BltEN PROCESSED FOR TRACT44139 vs v1 SEE STORM DRAIN y y t t t �Ry OUTLET AND REFLECTS ITEMS OF WORK AS PART OF THIS h h MiPROVEMENTS H y H SHEET 4 TA. 1480 • �" SEE SHEET 3� DEVELOPMENT, TWO OTHER SET OF 24TH STREET ' TRASTOCT 4380ANDNT ACT 148379 THESE PROCESSED ! -- - -- -' — --- - + REFLECT ITEMS OF WORK AS PART OF T"8'DEVELOPMt±NT. CONSTRUCTION NOTES 8 QUANTITIES WITHOUT BASIN PGRMA1�J6NT TEMP.OUTLET. .0QM4ET 3 VELOC DISSIPATION BLOCKS PER DETAIL M-1 • SHT 1 EA. I EA. ® CONCRETE COLLAR PER LACFCD DWG, NO. 2-0393 DETAIL J; SHT. 2 1 EA. N A ®� 96" FLAP GATE IARWCO, CUSCADE OR DiS I K CT APPROVED ECUAL I EA. N.A. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR �� TON GROUTED RIP-RAP PROTECTION DETAIL O (SEE SHEET 2) 300 CY. 1,000 TCN GENERAL NOTES: - � - 7M 96" RCP D-1000 (THICK WALL) 1011. LF 1,070 LF. t 1. ALL WORK SHALL BE DONE iN ACCORDANCE WiTH THESE PLAN. THE CiTY OF RANCHO CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB - CUCAMQNGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING C7 1) 84" RCP D LOAD PER PUNS. WALL THICKNESS PER PLANS 2,814 LF 2,814 LF. CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY 21 73 RCP C LOAD PEA a iI A THICKNESS lA S. WALL HiCK .ESS PER PLANS 2,568 LF 2,544 LF. BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER. '73') 66" RCP D LOAD PER PLANS. WALL THICKNESS PER PLANS 592 LF 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER 587 LF. METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE - 78j 24" RCP D LOAD PER PLANS WALL THICKNESS PER PLANS $2 LF 82 LF. THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE PERFORMANCE OF WORK ON THIS PROJECT. �_ _ DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD +eoi JUNCTION STRUCTURE "A'PER STD. DWG 508 3 EA 3 EA. COST TO THE CITY OF RANCHO CUCAMONGA. CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO c 81 JUNCTION STRUCTURE "B" PER STD. DWG 509 1 EA I EA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RESOLVED. 93 MANHOLE 'A" PER STD DWG; 510 9 EA 9 EA. RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. l <ea) MANHOLE "B" PER STD DWG 511 6 EA 6 EA. 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR ENGINEER'S NOTICE TO CONTRACTOR: 87 CATH ?aSIN NO 3 PER STD DWG SOa 2 EA 2 EA CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 5. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOiLS WHiCH CONSISTS OF A THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PiPES ON STRUCTURES SHOWN o �89. IN`LET STRUCTURE PER DETAIL D (SEE SHEET 2, 1 EA I EA ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH ON THESE PLANS WERE OBTAINED BY SEARCH OF AVAILABLE RECORDS THESE LOCATIONS ARE (- TRASH RACK PER DETAIL E (SEE SHEET 2) 1 EA PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED APPROXIMATE AND SHALL BE CONFIRMED IN THE FIELD BY THE CONTRACTOR SO THAT ANY - I EA. WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. NECESSARY ADJUSTMENTS CAN BE MADE IN ALIGNMENT AND/OR GRADE OF PROPOSED L HEADWALL AND WARPED WINGWALLS PER CALTRANS STD. DWG. D86-B. 1 EA N.A. IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO (SEE SHEET 431 6. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY PROTECT ANY UTILITY LINES SHOWN OR NOT SHOWN ON THESE PLANS. tea CONCRETE CUT-OFF COLLAR PER DETAIL H-1 SEE SHEET 10 2 EA w 8 I< FOR THE CORRECTION OF ERROR AND OMISSION DISCOVEREp DURING CONSTRUCTION. O ( ) 4 EA. o UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE ' ~ CITY ENGINEER FOR APPROVAL. 1 CONSTRUCT 3' MINIMUM DEPTH V-DITCH PER DETAIL "X" SHTr2 2J00 LF 2.100 LF. J~ 1 10, CONSTRUCT TEMPORARY DESILTING BASIN 6 RISER PER DETAIL-V-,SH'T.2 3 EA 3 EA 7. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY CONTACT THE FOLLOWING AS REQUIRED, 4S HOURS PRIOR TO . 0 10 STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE EXCAVATION. 76 36" RCP D-LOAD PER PLANS, WALL THICKNESS PER PLANS 37 LF. 37 LF. < < INSPECTOR. 79 30" RCP 0-LOAP PER PLANS WALL THICKNESS PER PLANS 40 �. 40 LF. Qa°�k v It IL c S. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING REPAIR AND SOUTHERN CALIFORNIA GAS COMPANY: 92 HEADWALL AND WINGWALLS PER CALTRANS PWG. NO. D90-2 DETAIL PAVING REPLACEMENT IN CONNECTION WITH SEWER AND WATER, GAS, PHONE, ELECTRIC 2191 EAST BIRCH STREET G SEE SHT. -W I EA. e= fjfift� OR OTHER UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE DEVELOPER BREA, CA 92621` RIP-RAP36 AND SHALL BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES AND 714 529-2889 714 529-2070 SITE 630 CY Z W ma" STANDARDS. 9. ANY CONTRACTOR PERFORMING WORK ON THOS PROJECT SHALL FAMILIARIZE HIMSELF SOUTHERN CALIFORNIA E13iSON COMPANY Z!� 1351 EAST FRANCIS STREET A W o WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING 74TH ST. FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR ONTARIO, CA 91761 2 TO (7i 4) 986-5861 W W c NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. i �_ �I►l = 4 =t- - 10. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. CUCAMONGA COUNTY WATER DISTRICT 9641 SAN BERNARDINO ROAD * ,' 'A M 11. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE RANCHO CUCAMONGA, CA 91730 OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF (714) 987-2591 SL"wT AVENW CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY - THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL GENERAL TELEPHONE COMPANY CITY BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 280 SOUTH LOCUST DESCRIPTION OF REVISION DATE APPR. �'�'•�� �` P.O. BOX 2920 12. CITY APPROVAL DOES NOT INCLUDE WATER OR SEWER SYSTEM AND ESTIMATE OF = QUANT ES. POMONA, CA 91766 _ �) FRWY f (800) 422-4132CITY OF RANCHO CUCAMONGA 13. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING < �►� AVENUE — �= "a ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY PACIFIC BELL COMPANY jE W OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTIONS TESTS SHALL 3939 CORONADO STREET 4 OFF SITE `;; BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF ANAHEIM, CA 92807 0 0 g:«� BASE MATERIALS AND/OR SURFACING. (714) 999-5639 4 24th Street Storm Drain Plans c2e ->t- - d` iy! LOCATION MAP _ T N /4/39 1 W =s= METROPOLMAN WATER DISTRICT 1111 WEST SUNSET BOULEVARD KTPtiWarralSan 5eaine Project TRA C O• P.O. BOX 54153 1 LOS ANGELES, CA 90054 - % .�-` k W ••O=` (213) 250-6432 SAN BERNARDINO COUNTY APPROVED BY DATE /.?/�F-$/ CONTACT PERSON. ART KNOOP FLOOD CONTROL DISTRICT CITY ENGINEE R.C.E. 24953 yS` �e SUBMITTED BY: DESIGN THE _'�""'" RECOMMENDED B D KE I 1':I,IKT�11� G g ate!_ ETiWANDA/SAN SEVAINE PROJECT MANAGER B.D. C _vogyg3 / / RECOMMENDED BY: DRAWN COMPANIES �+�1f� SHEET • F A/A"L Avg..ATA F� -r A� OIII .M-0.00 - u N a=�=e g I � / • A3SiSTANT FLOOD CONTROL ENGINEER B.C. ' OF I3 _ 1 APPROVED BY: CH ^R.C•E• NO. 42_ 2549 DRAWING N� CITY FLOOD CONTROL ENGINEER DATE FILE NO. I7,5 3 1 Tract Sheet _� of DRAWING NO. - - - - i CONTROL NO. - V` _ OVERLAY NO. • .r _ DAY .r OATJ or OATS S Release Date 7 e fo 2••Z AMr..�.E + • { IRO N .. ' 7 1— M f »r St '1"HZC1I - I f4 vw fe for T �T l .' ► dI ' ti J - / 8 — 3/4" X12" . ' ;• } ' AItrCROR BOLTS (TYP) ••• _ . 1/ %2 STEEL STRAP WITH �. n //�� = in O O V �` 3/e DOLT , A ` ' A 9 r`. __ GRATE ASSEMBLY DETAIL _ - — 0 © � , ! ow t o • " ' ' • IU 1/4 TOM E0 COTOTI lia<LL AT -, - O 1'iAlp. FREEBOARD � i 183!19,D t lt. 'T i CLASS 's' CMCRM VSE 560-C 3230 � O � •: �` � . 1 % CLASS CONCRETE �,�� - 200 PSI N � 3'•!�MIN. . 1.5 1.5' 1.5' ''. ►. ` 1 04'8 B 9" OC I` 1 HORIZ ! VERT (TYP) , sem. ` TYP OR 1/II TO I•I/Z OtA. W a 2 • 110LEs,for-Ir an 114 Ton (#routed SIDE .• PLiir � ► S' MtK CT1t.AMD fTAQ�1lED � NIGH X 12" DIAD[ t �s VELOCITY DI4SIPATION W.001C f . ' t"MM1 1�i2"IIIAx. Plan �\ - i •, 3- ` r ,.. + PAD LAP' 30 9Z3tiN — r — :•www► , s" 3/4" X 13" - .. s M ,'. �•• ,. _ � � —--�_•3:�It•1;,►s s s -w1.A/ V J �, TDP ELEV : 710.00 ANCHOR DOLTS •, 1 I l 12" 12" (TYP) .. 1 i 1 TEE ' - 1 1 C.S.P. • 3" 3" 1 ' • TYP i a 3-04'8 R TO•. 1Qri' PAD LAP 3 0 DIAL[ ly' •' _ . ` ! ::I • { r • SET TEE SECTION IN INET •: �1 " CONCRETE FOQTtN6 4 TROWEL 1 � �' ';► ' T 124 MtM. 1 INSIDE TO DRAIN t t� + .� r►s. - *� r t s, # � f Detail M-1 ' ANCHOR &LOCK MIN. 3 SACK / C.Y ,.' CONCRETE OR METHOD APPROVE , 1 ,..�/OISSI •o Stocks . ��w"r �I 1T BY DUILDING OFFICIAL : . a }• D L T , USE 560-C3230• - • � : 12" 1.0' 4„ I CLASS CONCRETE •' 1 - GRAIN PIPE RISER l8" 1.0' S" 24" 1.0' 6" 4 a #4'S 0 9" OC ) 110 SCALE ' HORIZ A VERT. 36" 1. 5F 8" L 1 (TYP) rA„ 0 1. 5 ' 101, ► I - _ . • 5711 1.5 ' 10" � 1 04'8 9" OC 1 ` s DETAIL "V k • . 3 .> 60" 1. 75 11" BOTH WAYS (TYP) i RISER- DETAIL • �Oi F i2" 66" 1. 75 11" ISS: - L ' L COLLAR I,8 RE'QUIR>rp WHERE 550-C-1250 CHANGE IN GZADE EXCEEDS 0.10 FT. PERS Section A A F �'; :•��' 2,� CONCRETE FOOT. ► _ i • 2. WHER PIPES OF DIFFERENT DIAMETERS ARE JOINS WITH A CONCRETE COLLAR, L AND T • - � -- •' . _ ' I + •� A•i' � -':1 R' SHALL) $E THOSE OF THE LARGER PIPE D=D1 Detail D ® - OR D2, WHICHEVER IS GREATER. ` f ' - Inlet Structure TOP &OlMRT >�I3RI; + # 1 3. FOR PIPE LARGER THAN 66" A SPECIAL a i COLLARDETAILIS REQUIRED. 4 4. FOR PI11E SIZE NOT LISTED USE NEXT SIZE N.T.S. a 0 � r - ` ► 37EW OR 90 LARGER l EXIST_. 1 1 5. OMIT REINFORCING ON PIPES 24" AN LESS IN +1'YpICAL * 2" SCUD. 90 1 PIPE i GALVANIZED PIPE + DIAMETER AND ON ALL PIPES ,WHERE ANGLE A IA LESS THAN 10' . `�{� E� o,1? 6. WHERE REINFORCING IS REQUIRED THE GALVANIZED PIPE ! p QST DIAMETER OF THE CIRCUI;AR TIES SHALL BE / - C w a �o 4 IpE 7. WHEN D1 ISmEQUAL KTOSOR LESS THAN D2, 2* QCAED 90 SUPPORT RING. CONTINUOUS 1 JOIN INVERTS AND WHEN D1 IS GREATER THAN G o GALVANIZED PIPE ti C MELD TO INSIDE OF VERTICAL h * t ' 1 / -- 6. D2, JOIN SOFFITS. �E \ " +► PIPES (36" C.C. TYP) .r ,q Y BE CORRUGATED METAL PIPE, VERTICAL / t/ 6 ! 1�[3 WELD SIDE • E, CONCRETE PIPE, OR REINFORCED CONCRETE �$ t �\ I STEEL PL71TE S WEI,D .moi . ;� PIPE, OR ASBESTOS CEMENT PIPE. ' - - __ _ BOTTOM r .� EY A2 9. NOT TO BE USED FOR A SIZE CliANGE ON THE, v r o 1 I ` MAINLINE. r . i ,� 1 a s t R4 9 12' 10. CONCRETE FOR COLLAR TO 'BE \ IL 6 Z 1/2" r 111111 II �� �) 1111111 ^ 1 r -- 3-#4 CIRCULAR TIES 560-C-3250 (MIN) c& iTEEL PIPE z ~~ / a' MPs NNIINII NNII11IInh ` �` _6" : 1/20 RING PLATE / Section C-C _ A 3 >, X 1/8 STEEL ►', Detail J es W4 _�� c 6" WIDE X 1 2" A N J ; . SILTATION COLLAR WITH 2" � , � p,L f , STEEL PLATE RING EO' C)![ SUPPORT RI1tG. DOLT DI . HOLES 0 4" C.C. DOTH Concrete Collar per T _ I NAYS (saa DETAIL) . TACK y Nam L.ACFCD Owg. No. 2-D393 ► TO OUTLET STRUCTURE WELD COLLAR TO 2" DIAN PIPE OROS N.T.S. ` DSTAIL D) 9' Section A-A ( AND BOTTOM SUPPORT RING. ~v Bottom SUpport-Rir�g 2" PIPE t _' 3 Trash Rack s" c x :� " ttsccl w. -A "" �a map PLATE 8UPPORT >RZ1KG I 2" 11P ED 90 / 0110011 i" TTP �? "" - �� r f• CITY �LVA11IZED PIPE 3'- 30 X 1/2" • 01 b q ��. / � DESCRIPTION OF REVISION DATE APPR, III C2�,& 6" x1 HORIZONTAL22" 9CtIXD 90 is'EEL PLATt 01 10 01110 VARIES `- j ♦ Y C� IE ` STEL PLATE GALVANIZED PIPE 01100110 Sao 3'MIN. ;� , CITY OF RANCHO C U CA M O N G A It i'g y 2" SCHED eo COl1TI1RJ0U8 � BOTTOM SUPPORT >RI>wo GALVANIZED MELD SIDE -') '• ej 8 w PIP g � SPOT WELD 4" TYP R s �4 C D TOP - - v ,Y • `t`J o -- 24th Street Storm Drain If =41Jr.70�W 231-C. g�2 X � � � IlarDet>wil - - Detail Sheet W g_2: ,� Top 6 a i/2" :. ~on Co . ! y OQRp � f ESS W =8=:_ I STEEL PIPE r �11...L oPT�aN TRACT 1419 \ W �¢�p�g CUT OPTION - , `` �y , =o`=q`- )MOTs: TOP 90PPORT RING `' IDENTICAL TO BOTTOM W Rj, - APPROVED BY DATE SUPPORT RING EXCEPT - ) T 2" SCHED 60 GAL- _ DETAIL X 1" + , �Z 7° C ENGINEER R.C.E. 24953 cc VANIZED PIPE WELDED - ►_ " * M ' DESIGN .,..,,..,. RECOMMENDED V DIT THE ACROSS TOP RING. • R W 3 0 1 NTT - '�/,�l Z`IV1� �r T.K. KEITH , �` ' Detail - _ f FO DRAWN COMPANIES SHEET ,..�o «_ Section B-B °� ��` _ '>�- f arr ar s�r. ter.r..r rw�v/w►«- OF 13 C., �c� \ , 1 B.C. Trash Rack 'ays oa W CHECKED R.C.E. �• 2� DRAWING NO. W W= Top Support Ring i , ` - N.T.S. ` Trash Rack CITY DATE . o. 100_3._ L S/53- D TRACT SHEET._OF 5 , aftr -� . _ ._ _ ... .. ... . •u,.-,w: 0 ., . ! SKCML MTF FROM MATE EMNEEN TO�ONTUVOR ( _ m CONTRACTOR AMEES THAT NE SIKL ASSUME SOLE AN COMPLETE RENM WI"PM JNN UNAUTHORIZED CHANGES AND U ,, SITE CONOITNHIS DURING THE COURSE OF CONSTMICTION OF TRIS PROJECT.INCLUDW SAFETY OF 4 a I ALL PERSONS AND PROPERTY:TNAT THIS IIEOUIREMENT SHALL APPLY CONTINUOUSLY AND NOT NE N LIMITED TA NORMAL WMING NOUNS:ANO TNAT THE CONTRACTOR SNALL KFENO,INDEMNIFY AND ! THE ►RIWA�TNHE MINS WILL NOT M O • NOLO THE OOIMER AND THE ENGINEER HARMLESS FROM ANY AND ALL LMUNLITY.DEAL M ALLEGED.IO IlEfFMIKE FOR OR UAKE FOR. 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KA Mot' _ - _ _ .. •►/MUvf I, iNUf v BU.11 f>r U.If Release Date _ i STIM f F 3 t t Safi s >rtJTi1RIZ RZ + V!'LXC1thkAl f g ,iV" C61LLAR , SOD � E DE�'AIL Jr1 f "ITURE a � ET 2 f , . .... .__._..__ . ..,.. _.._ .. ... . .. .. ._ ... - d _. 1-4 014 A INIAT V t t MO t , t TI f in .+ b�q �� V'ELOCITY DISSIPATI�1 91ACRS j r '\fO SEE DETAIL M-1 SHEET 2On ; f 6, ai 3' TRIC* 1/4 TOR GRA f' ao 0 0 ' fy RIP-RAP, BLANKET. ROCKS .•+ .� �^ SHALL B EXPOSED 6" o 40 of �p * FOR BNG RBY DISSIPATION 1 �t M •4 's SHE DET IL Q SHEET 2 s - 9" IJ "" wr TS1C ULT Q(100)=1070. CFS ULT V(100)-21.7 S 29 til 83 80 28 27 26 - 25 24 F� ''° .�„ -` _• - ��, _ it x9 TO REMAIN UNDISTURBED DUR ti9 OONSTRUCTION (TYP.) Orn? Drafin Curve Data NO. RADIUS DELTA LENGTH TANGENT A Xe � j� 32 $1.00' 55'45'00" 78 .81' 42.84' USE lawNSTRUCTI - ` � �� `` � - J,." F• a ' - '� t�';�,� 83 1/4 TON CFldUTEO RIP-AAP PRO 1EC110N DETAIL D(SEE SHEET 2'� • JJ` /f r J r S ~''` FO •6'RCP D-2000 (THICK WA:.y •0 �T10N STRUCTURE'A'PER STD. OWti. SOS � L•.J tf `' JJ�' . . OF ESS/ MANMOLE A PER STD. DWG. 510 QR O/y _ � > �. ._\, �: WNTIO� 92 (SEE HEADWALL�WINCiWALLS PER CALTRANS DWG. NO. D91,-2 DETAIL d BASM Uj N& 4M % �' i�1 ♦ COf�CRETE CUT- COLLAR PER DETAILII SEE SHEET l0) as f Z s 1 VELOCITY DISSIPATION BLOCKS PER DETAIL M-1 (SEE SHEET 2) _ 1 A� r— — • — — — — -- — — — • i r, J Jr ti �i Clm- 39 is ITY 0 DESCRIPTION OF REVISION DATE' C V.`" APP R. mmwmmmwmmlg 110 ` r '� ,. . i �� res sx� H ! �� � s: � ; _ " ; , ,� CITY OF RANCHO CUCAMONGA 1 _ Plan and Profile for W ( PERMANENT OUTLET) y `sv_ J •� + Line A Sts. 94+15.00 to Sts. 90+00.00 >g- W i.� ! s_ > . • f t j '.S. `r, t � ```\` 2,ft ftee V.V...I VI fat! WA W`e = � ,� ) APPROVED BY DATE .C.E/ 4953 i W S 40 0 40 i0 - ♦ .t – _ �( _ _ CITY ENGINEER Z 1. CIVIL V S f �"m 40� 1 DESIGN — —- HE fw RECOMM LADED --w stole feet 3 1 �� _ - �. " - ` ` �` KEITH '`-: t� E'r B~ 1 J s 8.�. . .fes 11 it 9 M _ V ` 'j� f % ` J! DRAWN W,e��_ � � �`��' �` COnPAN 1 ES SHEET B.C. an ff-,nu.w..aomf fw..a+� ofo frwoeoo lti B3A 13 S d ♦ ,� ti i ft M.C.E. NO. 42649 t `r `. L3 a t CHECKED �._._ DRAWING NO. CITY - DATE Ie-2t-2/ "No. 231003 /A/53 r TRACT.---SHEET--,q---OF 16. DRAWING NO. _ �.� — �� €, CONTROL NO. .b,Z4 r OVERLAY NO. ,6V* ... .. A►Yw(l0 :tll' Ul. 1.1 UA,I /� UAII OATt 1 Release Date Top of WolI / Design r F — Use Reinfarcemerrt br H = 6' � .8' 101 J 71 Stresses f, = 24000 psi, fc Z11300 psi, n = 10 + ; ; 8 0-I � 4 � � � �' 12 . Toe of Slope - Maximum Toe Pressure = I 'h Ton'shq.ft j-0'I 1 7r ____- k-s I _6 �6 Tot 6 I , - " " Elevations, length and ongte of flare. of wings may be varied x- - -- - L' - --- 06 Tot 6 - - , by the Engineer to suit conditions encountered In the Heid =-=- - -- _- - 2060 2-060 Neoprene Strip « --� > Wells designed for 2' livf load surcharge, 1 , /2 1 sloping . .� _. _- . _ - ( typ ) 5@12 surcharge not to exceed 5 in elevation plus 2 live load %� j • � � 5C� 12 s Top of surcharge, or unlimited 2 . 1 surcharge If 11/2 - I slope exceeds i aD o Footing 5, use Type 2 Retaining Wall 11 >i f _ SECTION B — D SECTION C —11 Wall height may be exceeded by 6 before going to the ; PART PLAN A A C N Optional Footing Lines next greater '' H H= 20* M - 112" Exp Jt Fmer b,. bars -- ---1 --- -- — L N _ 1-0 CY , _ 5 Max for I I FII 5' Max for -_- _ 1 « Slope I 1 P I 1 Fill Slopes, � � � cu Layout Line aas � H= IT �' � o c FIII Fill Stopes, �4 Along tap I -0 �• � . «6,Tot 6 , 0 , - Slope unlimited for slopes unlimited for slopes r� >>; ' - " 3 N = I6' i i of AWoll top f totter thon 11� I . _ _ - - _ of wall - f totter than I1 I 4 & _ _ UN + + N=15 i I Gutter or Shoulder - { utter or Shoulder 6 CP Ft=l� i �e„ Bars 3,' 0 X 3t I- ► _11 0 TYPICAL LAYOUT EXAMPLE H.t3' Short_ - r _�� Vertical 4 {j 36 _ J SECTION D — D v « H= i2' 12' 0 112+d� /1 b " bars Vertical -- Short "b" Bars 11 Number above b 8� t bars 0 4 18- - "C" Oars V I'-011 1'_0" --- indicates distance from to of M-11 c , p 0 = ' ' 4 4 QP 18 Batter 1/2 12 'z S I pervious da`ckf i l l food ng to upper end of bars N s IO' -j i` i Bar cut-offs may be varied a, material cont. behind r in increments of 611. H= 9 d " I Short wall . - �,''�� �•�. 6 8 6 6 1 c Bars 81 '.4 w "c' bars 4"4 Drains 0 15! Ctrs. \ 8 d T " - ' I' above outside ground INLET O H: 7' , in - - c_ bars 's - --"4 P 36 , e R .C. PIPE DETAILS ­(fN= 61 1 911 !_1 �, 1 ; C . ' 35 d' , Short "C1/ Bars Vertical un18SS next to 0 1 111111" M- 5 _ 0 1 ! Short --- 'a� - � + Const Jt battered section,then match H= 4' o ;.� `a " c " bars 4 Drains 15'± ctrs , _ - 1 1 I I I ' above outside ground T - "dj1 ears May be varied by the Engineer 9R _ t0 SUIt COndIt10�S �n the field i C F pervious bockfiil M material In a burlap sack 4,Tot ! 1 ! Const it �' L-t---� W/3 i d Bars C 8 �' - * 60 24,. X811 11 1411 10,1 71, 7 6 5 i i1 II 19 I I , 8 i - 1 - - o W 0 - 0 5 4,Tot 7 c_> ; * 6 9 12 � TYPICAL SECTION 01 1 / C 8 .� 3 i — --. — H = 4 T HRU 12 �; 6 12 TYPICAL SECTION A D @ 1 ' 2- 6 cv 4 � or 2 REINFORCED CONCRETE WINGWALLS - H = ISTHRU 20i -- ----r- - --t- . . 1 1 1 1 1 1 1 1 1 1 , 92 - - SECTION E — E Des I n H 4 5 6 7 8 9 10 1 l 12 13 1 4 i t s 1 6 1 7 8 - T-.'j' --- - - -,� --�1 i, -i -- t1 ♦ � - p � 1 N 1 11 1/ i 11 � 11 /+ a W 3 - 2 3 - 8 4 - 2 4 - 8 5 - 2 5 - 8 64-2 6 - 8 T - 2 7 - 8 8 -0 - - 8 9 - 4 101- 0 tG - 8 + t - 4_t _i2 - 0 - y2 Exp it Filler -- _ _ - ---` -- - - - - Unless o>he wise de g o ed . tl 1 /1 1 11 1 11 1 11 / 11 1 11 —�--,�-�-.._� . r 1 11 1 11 ~ 1 11 -t- -'� ��� 1 ,1 C11 41 411 811 C I - 0 I -2 I - 4 1 - 6 I - 8 I -10 2 - 0 2 -2 2 - 4 . 2 - 6 2 - 8 3 - 0 3 - 3_ 9 4'_ - 4 - _ l S/ n - 11 B 8 D tray B 21- 211 21_611 2,_10„ 31- 206131 - 6'1 31-1011 41-211 41 4'-t0" 51 -211 51-4 51-811 1 61-0" 6, 411 61 e1/ � 011 7 - 4 - -.�__.. - BattCMer - - -- -- None -- - - - - - +/2 . 12 _ - -+ '_ S - --- -- l _ 0 - - - -- - - I -6rz I - 7 I - T /2 , I - 8 1 - 8 / I 9 1 -4 I 10 �t! QROF SS/pN _ s>t 5 6 12 d' eta Q 12 �o 11 - ---- --- - - - - - 5015. 50121 50 It *50 9 *6e24 60 +8 7017 ' 1' : I~~ b bars - - -- None -- ___1W - - � 4 C C of 5 � < op "c " bars "4@24 4@IB 5020 0 14 5e 10 50 7 607 2 708 706 90 15i 10015 100 ! 2 • 0@11 + 009 100 6 1109 IIQB �, p 11 - - -- - - - 6 ' 14 Ce 1 6Q 14 70 15 8Q 16 7Q 12 8e 15 , 90 15 90 12 90 1 90 9 9 (� H �1009 �008T2. g d bars 4(� 24 4 (� 18 5 02 0 5 0 5 0 _ -- - - — + �' I2-0 C. -- - -� - - -- - I 067 073 0.79 102 t 110 118 1 26 1 36 1 45 1 55 1 , 2 ��0 6 Conc Y-/ F 0 . 32 0 38 0 44 049 055 06 - _ � 1L � I 7 49 62 76 73 90 104 1 23 14 l 1 7 0 189 206 I - �f�rE Re+nf F 13 16 , 19 25 30 3 Q� _ E 2 6 It` _ CITY DESCRIPTION OF REVISION DATE APPR. gar'- a Oi4f -� a s o y z- 6_Q >z _ -� - CITY OF RANCHO CUCAMONGA — - 71- a r + - � - Detail G 2-" 6 @ 12 E Headwall and Wingwall per � e�5o�W Defail G g2 Caltrans Dwg. No. D90-2 e= w� T YPE A STRAIGHT WINGWALLS Tract 14/39 ' Headwall and Wingwall per i - o=;r"N.C*= Caltrans Dwg. 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VI Ift? 21ME,)�+• i � UnIbb A , 50 49 48 47 46 45 44 43 42 41 40 NOTE: E USE THICK WALL R.C.P. WITH A MINIMUM 2" STEEL CLEARANCE ON THE INSIDE SURFACE. EXfSTM DRAINAGE FACILITIES TO REMAW UNDISTURBED DURING CONSTRUCTION (TYP.) s s ~ .•3' • \ t i aFP fb Frt Q jkpFESS/p o . � o g GE O jell/ E*.l Of 01" a +f► ` i E L •�1.f0 .'� f -4 a' W�a�"'1ZZ, �'J - _ Isis, lip FIs EbS'�w STf1EE� ..-1-_"" rK Is MW if/•� ii7-►a=,i, it+r !�V="-1r __ I - r-� O `\ -- pf C1111F -- - - -- - — u •9 12 'SS'E N '� y .;r. Tt EuS• �" w�'f/� p, C 4TM 2'Oklt1!IIII' _ CI 24TW �r�w�•�www i���i'Fti ��r�lr������f►.�■��rw��.�.�s�s�r�����..■..���■�.� �•r<rr��tir��-rr`-r —��r��=�.�� ���������t.w� �rM+�ar������� .� '_— � — �c CITY DESCRIPTION OF REVISION DATE ApPR. BXZSTTWG 5-1 D[DICATION CITY OFRA H CUCAMONGA y »`��� ` w`�•f�sww��ww�iww w`www���� ��w�►���1�����.��i.rf�� ��.��.arr rr,.�����.r•��ri�r�r�r��.�--�����r r►i�r`i��` �����.r.r�—�r�w��mmommoNow�i��■�rwo■s`�r..�swri��r�i� fir E�18 �����w���f���w ����w�-�����r��������r���.�� ��w���— .—��—��— ������w� w���ww�����������r•r��r���������w`� _ sb Plan and Profile for . t J � tines A at A•1 U J■7 0 W j TRACT 14/3-9 i.r��� -� �. f� �—w — �r...� a .■r.�� �w.� -ri•+�— — ��✓� /t j� � �� — r� — .�i.r` � l .r..+� —��- �..�� �a�� �..*rr -+ ��.— �.+�� ..►rrr��.� ������ - ' i APPROVED BY DATE `»' W CITY ENGINEER IfAilt, `R.C.E. 24953 CONSTRUCTION NOTES: DESIGN _ -- - -- HE = ECOMM LADED W<~ R B.D. KEITH _ OVIC <_ Or ACP DRAWN _ COHPAN i E8 Mm Rg IL 11"I"rit NO H="ILL M1 a... PO-OM SHEET < _it t F W , . MANHOLE*A' PER STD. DWG. 510 B.C. _ -_ „� = 5 13 e ; . 0 _ - MANHOLE 'B' PER STD. OM. 511 - - FBI- I' � ---- CHECKED R.C.E. 00. 42549,_ DRAWING NO. V6 CITY "DATE Js-2/-4/ JOB NO. 23103 1'/5,3' i . 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E�USTItM DRAINAGE FACILMES TO RENAM UNDISTURBED DURING CUNSTRUCTIIIN (TYP.) - % v fQ Q�Of CSS Z 16 �7 t „ SIH ft. 4FA - 1665 f CAL�F� Z � - & ■ k xis li• AVA 7Ft h _ t _ - O 1 _ � . . 57 • f Jt37iAK S TREE' S S f l�i'7.D1�,:►�1�1 > O j 3 ♦ w �� / h DEDrfA l�p,x, OEOKATA1w/ _ F O s is ttt — Atarlrt ► r—r.rtr.— --- — — ►— I � a.rfa.�ia� raaa _. - — — — ---- —r-- — � —--- ----�-----— CITY DESCRIPTION OF REVISION DATE AI'PR j ago CITY OF RANCHO CUCAMONGA Ii W��W S � ... _ r • . asa Atter����i��rtt•r•�.Atter a i atm ar+��a-�s r i—��>r rt.r —rtr.•.rlr. . i` •r Ar rr—— r r rl . r ra,t. rl + ' — •r —. r .— tr`OliAt!•1 '` ra � ai•a a : ,nr as s- �1 ' /rlw0 orpE�AIE M a � at>�•`a— — — r — — . .� —————————r�������Z�.—����—��—`��a��� oi�� can Ono a Plan and Profile for ,660 Lim A ' J U00 M �S,ODU I O W r i!s y - ►�„ ♦.r w • 1plr - • r� . .+ . A•C T 24139 AN + APPROVED BY DATE CONSTRClCTIONNOTES: CITY ENGINEER R.C:E. 24953 pe \ DESIGN W =S W ~ \ ~�>���� - _ ► � - � THE RECOMMENDEDr 11 W LAI e �t or RCP - B.Q. KEITH .'. .-LAWiH1/IyK f•IM 31 € _~v MANHOLE-A•PER STD. DING. st o DRAWN COMAN I ES K _ r SHEET r,'; - - f>fIM fs MILL Atli tA1T111�. t0 HO-OIOD _ �_ aB.C. ` s�o _ r• OF 13get"Ll _ feet CHECKED k.C.E. 00-042542 DRAWING NO all + CITY' DATE -2f/-�/ JOB NO., 231003 ,� ' ----- --.—. -- ^*. • . r VECML NOTE FOOM TATE ENNOM TO CONTUCTOR CONTRACTOR AGREES THAT NE Oki ASSUME SOLE AM COMPLETE RfVMIGtRY M M UNAUTHORIZED CMAN ANO UM SITE CONOITNINS OUNNG THE COURSE OF CONSTMKTM OF TNNI M ACT.INCLUNNG SAFETY OF �U v ALL PERSONS AND PROPERTY:THAT TNIS REO MEMENT SNAIL APPLY CONTINUOUSLY AN NOT BE LWITEO TO NORMA,WORKING NOIIRS:AND THAT THE CONTRACTOR SMALL DEFEND.INDEMNIFY AND �1W THE PREPAR 11lOE KAN WL MOT _ 4 " ' 1 (gyp HOLD THE OWNER AND THE EVOINEER NARMLESS FROM ANY ANOALL LIANLITY.REAL OR ALLEGED.IN RESPONSHILE FOR, OR LLANLE FOR, UNAUTHORIZED CHANGES TO CIR � Q f. I CONNECTION WITN THE PERFORMANCE.OF WORK ON THIS MOJECT.EXCEPT FOR LIASN.ITY AMONG USXS OF THESE ►CANS. ALL CHANCES TO THE PLANS MUST GE IN ..) 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J _1 _ i N2� N i _ Sm CA x_c i �► f 1, • , _ � � r = DRAWINGNO. .01- J.Zg- S.D - �� CONTROL NO. 04V1 706 W =` " OVERLAY NO. 701i a't u •t. arrrap:tn Oat /Y DATE I _ Release Date 7- (,- Q0 BENCH MARK NO. 148-B 1 -7 - q D I ': { STANDARD BRASS DISK IN THE NW CORNER OF A u CULVERT A THE NE CORNER F DRAINAGE DROP-IN-BOX OR DRA k I F i AND ETWANDA AVE., 06 FEET NORTH OF THEHLAND ACA. OFHK3HLAND AND 24' EAST OF THE CIL OF ET • ��ti �� • • i � � ��.•. ' t m � `" ��► t NVANDA. m ELEVATION = 14 32.612 atxrt ' _j a i ` I ; i 1 IF t y + } + , • I I 171�R t SL j + I i - - . - - - 40 i 17 : — t3-1# 0 ff - - •i'v� � � -•� t �i �i t ICF I 40 r. `• . -Jl ! _, ,� .yam,a i .i—+— r,..�. .:M. .j.." .,,, s. . , • ar r -►:. . _ a -r - �Q r Ttl/r n I Xi + : . _ . • . • ± _j . - i 4sw0. > `.3 _ _ + , CID I ! stlj r t AK •o et '" ? _ ao E) s ; sc♦ f' vtt t i HO } '� • 76.7a LT zRf 3 i ht 'fed ;)3- Sob 'F 4 ONLY 0100)s JOl.I S lMo) • ?SISI CAf ����• or L1 Q{ IOU)- 3a5�4 F d ;:00. f1 (FS i v(+ ►- +3 4 c� t's"A) { tttT Ytfd9�� }�I IsP3 <M►j K ms! r u +nt 1 Line A j 90 + 89 88 87 86 85 84 340.0 83 82 81 80 ob 'i CS #21 �'� ca 00'110 21 If![lt STD DWG 504 MODIFIED 6- FOR BOTTOM D I SCHARW f ALL RIGHT OF WAY/EASEMENTS/PERMITS FOR CONS I RUC ID><i OF THE PROPOSED •► 'o _ _ _- o"'•�v_ A►�c�_ FACILITIES SHALL BE 013TAINED PRIOR TO ISSUANCE OF ENCROACHMENT OR r �' ' - ��►� 8UILDING PERMITS, f 24• acp 211- ExtsTtN� ACCESS Roaa To 8E ABANDON e, 6( 100): t' V( 100) TZ STD DMC S0• jell ' i-• . - - H N �`' fi,rrvftE uF cMs:'rs f� ^' 101 a i '/`�► •.� mas •-- :� r � ORA;NAGE PJ►R9 � � � � � . .. ♦w °: o 1)b __ _._._� ¢V ► -_� 1Pei - . LWA-3 + Z8 y so' sK� �+r D FEE "le 4M p 4:T`� sca* _ 8 Hom t vwt LhiE O ( 4:T :� s. - ISR ft»s,/tie? as �'� �* ~ ` x « - - -—/l` - ILI A x. 41 o ELFT �' EwfGEsEar \ T .� LI1ft F E LINE "F" S . 1Aftr 2 OF u 11 roe Ole trot r,rsn _ — • \ • w _ N _ -- - -- - - - — - r be R _ - � - — — �•-- -- -- - - ov _�m�.i_ —__�— ---� —j?-- —_— ..r ..•r. -----��__• _• �( r�ar _a_-- a O• r�1E0 k. loot 40, z ti E sir �Q r smear f Aar ° Let f �1� __ ►_a_��sl� r- . a�— — •ir�' • ---- ---_aa_+ -_ rar•- ta / f♦ �s�Laf a w—_ — 77"1 L7Of • E1,5r s" Iwo DESCRIPTION OF REVISION DATE SIC CITY to INI O CITY OF RANCHO CUCAMONGA _ —— —— ` PIBn and Profile for M�EJi` \ ♦ + �/�-r--_ter_— —__—__ �_� + — — — owe AV 0*01*09 , . '` - ^_._ ---_ - �� . _ • • a,,. _ . /.. t ,. . . -__ ..�- -.Ja•.' A and 00 TRACT 14139 o �Ole�♦to, t — ` ——�-- — �' MONO vow g � rr�PiEi�' .- - APPROVED BY DATE t 67 fCC� i i CONSTRUCTION NOTES. 6 CITY ENGINEER R:C.E 24953 ���Oj� �' �R-610 _._. i of 8" RCP CATCH SASH NO. S PER M. DWG. '504. DESIGN THE -CIVIL RECOMMENDED F- Ila /� i� y" �' 7 ' 8 B.D. KEITH" 0. 406 F0h . ad 9 / " CONSTRUC'� 3 MINIMUM DEPTH V-DITCH PER DETAIL X" SEE SHEET Z rm� / � 24 RCP - .�- DRAWNCOHPANIE8N >r // / 7 ///.t•MRL 11r/..a............�/ vNo.00 SHEET IOI CONSTRUCT TEMPORARY DESIL TING BASIN ARID RISE R PER DETAIL B.C. ==`3 fL [LJ=� g i // / 0 JUNCTION STRUCTURE "A" PER 5TD. DWG. 508 V ,SEE SHEET 2. 9 OF 13 r�10� MANHOLE "8" PER STD. DWG. 511 CHECKED 4_ DRAWING NO. sonWim.► K�1f FNt 8 _. W _e ._. .C.E. NO. 5 CITY DATE - J08 NO. IQ�3 _D Siert SMK WR FW MUTE ENNER TOZWWfflU CNTRACTM AGDEES TMT NE RNAu AsiUTaMON COMPETE RERPNNRINN IrY FRN Ja UMAVTIfOR�ZE(1 �ANaa AIS UiL! H .D J x° SITE CONDITIONS OURINR TIE COURRE IF COIR OF TNI!PMLW.�NCLUOING SAFETY OF - ' ALL PERM AND PROPERTY:THAT TNIS IMINEMENT$NALL APPLY CONTINUOUSLY AND NOT K r' UNITED TO NORMAL WORKING NDIM .AND THAT THE CONTRACTOR RNALL DEFEND.INDEMNIFY ANO GUTIOW. THE 8"Wom ' � PLAW WILL RIOT GE 6 HOLD THE MIEN ANO THE ENGINEER NARMLESS FROM ANY ANI ALL UASILITY.REAL ON ALLEGED.N MPONSWE FOR OR UANLE FOR, UNAUTMONIZED CNANM TO OR = .1 CONNECTION WITN THE PERFORMANCE OF WORK ON TU PROJECT.EXCEPT FOR LIADILITY ARISING ► U8�i OF TIIEfE PLANT. ALL CNANGEi TO TINE PLANT MUST NE tN .a � FM TOE SOLE NEGLIiE W OF THE OWN" TIE ENRIMEER. �� O ANO MUST OE APPROVED OY TWE PNEPARER OF TKU O r -� -� � 12' MAS M 7-0 S 11001[ =8 a iWAUT SP11C D ... .... . ._ . . . ....,_...... .._.. . T F7177 T ........... • ...._.. y _ 3.4 I TT r� t _.. _.- . .._ ._._ - - ." .." I .,�.......... ............ . ............. T-1 N Ll t Li I �I �.. _.t t_. ...._. .................. .. .. ......... ...... ........ ...... .... _. ... .._..,..._......... •._. , _t .... ........... 2.51 �_qs Moog LWZ gul) .......... ....... r ]QUALLT SPACLD - • I 1 � � 1 12, _ 4+ 1 .. lot �+ "' �'�° z �D ► 190 •__ 94.3.1. 1103..1 t � ��-51 .01; Ire I a2: 24 ING► .� b a.... 00 4ti. oI w r Ln I y 0 , r I � � � � O• ,.a i � 1 � .. I y I V • 'J 1.. T > 94' •' 1 .b9 !C 1101 0 IMV St STA S+ Ill 1 10 Aol -ow n 10 0 1 0 W it A _ 41b r" AL GI rn o _ 1 Z f� M {` o - . L n Y� CEn 1 • ryr I t T 90+02.45 HAWN LM in 9+9 .S � 4I0! r see Stmw ft. 9� . ...... . _. . . .. ... .. _....._..._.. .. ... - � A * O n o T rn y T O ao - n rTlZ z m 0 N O 10 m a1 'v I < r O "C v v < O OO® O OO 4. .....♦._. _.,....r>.,.•♦r..._y.,... ....>.,.-.._♦.... +�_ .♦•-...{...... .. ..-._.w.. h ♦ -.....}.....__a. ..r..,..._ •.«wY....-•... ...>........ M ......... } _e_.> ..•_.._.M.+. ... - � . Z z 0 m ._ . . ..... Z .... . . ...._ , _... ......_.. .__... .._.. ..... .. . . ... .. . . 00 O ITS tx tn0 O D _ o 0 O z .�. _..... >..... .. .. ... w ._..... . _. . ._._... _.�__ .> .... . . .. ....... ._.... + N Z Z 1 'T1 = o m .... . 8, = r XC n AI T = C# n s I m .0 1 aiiallT . t• im= O N . ....__. .._. .....__._ ..... . ......_ .._. .. lbT _ ._.. . _ .. _.._.. .. . . .. _ r _ _. m i m . • n , .,,. Imo/ b - -�r C_ 1�1 O _ '� N t3 r O N ........ ..�.... .,............. .. ._._. . - . ... . ._. . ... _. ._.......w_ J• (A 0 m Z = N Urnl N A ......_....... „ .. _... ...•. .. ...... ._ _....,..._-...� ..... . ....._.« _._i._.. ------ o CAI �o = r a _�._._....__;. .._..._.. n t0 rn m � c p ._.. . . _..... .. __. .. .._ . r .__. . . .. o Ri ..► O .. ..� n o b __._. _. . _............ :. „ _ � �i . i _ loll rn O ^� co torn .. . _.. _... . .+--- - _.- r ........ � x - Nv c, 2 r r = 2 LO { i DRAWING NO. 47""1CONTROL NO. aft Viso; ` OVERLAY NO. ia5Z 9 /r uAtk H DUk •r �_ _kilt! a Release Date �� FUTURE IMPROVEMENTS PROPOSED CONSTRUCTION BENCH MARK NO. 148-8 P R TRACT 14380 PER j T C �° � STANDARD BRASS DISK IN THE NW CORNER OF A CULVERT 0 THE NE CORNER O DRAINAGE HLAND AVE. NO 2? 960 Q9: E C/L i 1 C AND ETIWANDA AVE., 66 FEET NORTH OF TH i D AND 24' EAST OF THE / OF q* ► ; f f ANDA. OF HIGHLAND C L + / ETIVN 913` f : ELEVATION 1432.612 nu= i ti I 04 ABOVE S.D. I t ; H j +• + s t QCms) 14q GRADE ;. t + 1 trisi' sdR�alca` ��y 14 IDEHT>` s o - �• ---: 4� 't.! .. __..... . ......_ .._ _ _ _ ......, ........... Of + - + I , • i lrg , f t 10 f E ago I E .... . ABOVE I t� �. GRADE � / 4 •P 00 , . �� �"�' � cj� •s: 4��#wova: � �'� � �•. \yam ` v(� D) wn Me CoNd. dOLLAB r O _ Q ) AKS F:W�C 17 C� i\ f CM✓ '�� 01, TDMtCA PRINTS In cf f • - b \ O CP 41 ; o > ♦r ,� 16e .s3 IM g{ •• 4. ko M 1 1 f r e+ kO .''r A `\ \ t + 0 'Gly ' .. M •i •1 � fR � 04 : O 8.02 L 3 kc + I = c Fs AD f a, v 4(;100) Ll.3 ^' ^' 0 0 V(100)= g•ks? FPS I a. 40.20 L* 36" RCP V �. •� .+� (100) 7L•f CFS �} H O : 29.9= 1t;T f6" ... j = /5A F/� , + i V(1 Z + , 0(100)* ?S.S k-Fs 15612 LF W p (WICK BALL1LJ v4 .-r 6'" V{100)# ;.7� f _, _.... ' - =l7 7 FP5 p = 9r.8 C95 a !6'9. 3P Q(100)=r�•D CF5V( 00.jz yfPS (1 0) Q 1 0} 8 ,c 7 6 5 4 87 3 2 0 : - \%L Carmello Courr O 3.49 LF 36" RCP (THICK Nt►LL) o S x(100)= /03� CONSTRUCTION NOTES: 88 C/L CB ,� ;' w� ST t 78 : V(100)_ ,y.7 Fn ST #13 h O Aq H C/L CH 912 2a,4 .\IO � D •- IS00 88 9 M_28 Ta p,65 , K w ST STA 0+65.41 c `s J� _ 4 L=21. 37' 33.21 L.F. 36" RCP tmim MAIL) 3•C�TEg 9, 13 ' y M•• .~'jZy 'r 3-GRATES 21 ST l C`8 s�6o o I INTERIM V I00 31.88 FPS 7G 36" RCP • 57 s \ INTERIM 0 100 4 CFS O to C o M 54 55 56 �'�6�� a 58 N a !,w _ 21 12 .ts •3► N o, `�ks 3 a ' / V 18 24" RCP . 0? 1 ^ JUNCTION "JCC MER M. tfMGr 508 L=65.01 ' 54.07' 73.92' 70.00' ao 75.00' 86.60' CATCH BASIN 1�.3 PER STD. DWG. 504 76 35 LINE E 13 o� „°)' 2+34 .46 8C C ~ t8 8" SEWER _ M~ -- Carabrta-fie- o LINE E-3 n = 13A 70 tt W -- -- ------ •+ ----N44'24 ' 10"W---- y 76 76 INT JS NO 2 O �N.c 000' _ __C/L - --- - 8t Q _ O!; 2+07 . 12=0+00.00 LINE E-4 A.h �o=� _ L-62.57 ' L=31.62 ' 43.39' 75 .00' 75 .00' 75 .00' 34 . 19' 25. 57 , 22 C - W 02sci W ,�.� •� L=4 7.45' 3 5 4,, �0 ;!� H or �3: a r,m U 'CO r- a o m ` J W O N N U O R� + �f1 r to t\ �' N r ` � 1 L " U a > o p m U ok to r„► '�' �k .� %n W n \ �P W �� O x � a fn O � O N � E'k r] N + W N \*t\x . z ,048" RISER SEE DETAIL "V"tNx + E+ C3 �, w a x � � 1694 F.G. • p W z ,on N 'O m co W 14 1 1696 TOP OF GRATE �1� U1 a 2 N 31 + U a 29 28 27 26 25 24 x o " kn H o 23 :'°° z a. kk : 1 11 430 NO O H 00 oc In N � 85 ,� o ,o rn U En � E, + + .a + / v cn o N N u o u a I .E. , O = ' .� DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA >r W s C/L CB X22 W=28 ' V= _52 �(; /L IN J NO 1 0+1 . 53 , �...=s ST STA 26+96. 74 +00.00 LI E-1 80 Plan and Profile for CsLj Z. 76 ~ � 8>� Lh1/ES E, E-/ J r` kL ` J LINE A 78 LINE E-1 Tract N�• /Ip�A J``aa 24th Street N - `?4/319 =g•3 I _ __ N89.24' 10"W "A =M=a== f y%=H Q W�r{�ryY Sale- Jots "a 3s t0 O 40 •0 APPROVED BY DATE o 0% 1"= 40' CITY ENGINEER R.C.E. 24953 t O k' S Ha ?=tJ.v _ _ W=__ Storm Drain Curve Data '_ `� o N scale DESIGN Er _ Centerline Curve Data: + feet •,,,,_ RECO 4o o P • THE •»�.... O4 A �• .,� t, T.K. KEITH oMr ->EW�� H atN DRAWN SHEET ��W NO. RADIUS DELTA LNIIIIIN E TANGENT H � � �C OMPAIVIES O N a e, ,�•O W`Q 3 0 Z J NO. RADIUS DELTA LENGTH TANGENT coos'•' _ y:�= = 8 45 .00' 39' 16' 20" 30 .84' 16.06' r H - : B.C. ....t.....�.....k>.at nMr...w ��� �_; 11 45.00' 45'36' 53" 35 .83' 18.92' a + N =E!33t. 35 45.00' 84'25'02" 66. 30' 40.82' � E, _�' "`= 104 500.00' 10.28' 30" 91.41' 45.83' 13 45 .00' 52.56'43" 41. 58' 22.41' OF �¢W=�� W�W��o= � � � " � � � .k W CHECKED .C.E. W. 42349 oo 147 839.00 14 10 16 207.51 104.29 18 490.00' 10'29' 18" 89 .70' 44 .97' ---- DRAB/WING2NO H hs J=�� CITY DATE [!J-�,l-t/10 i31"r O03 TRACT SHEET 13 O_F S FM7 Date !v - - Bench Mer* No. 148-B PROPOSED CONSTRUCTION PE - FUTURE IM ROVEMENTS PER RACT 14139 TR CT 14380 by . - - - — _- - - _ � _ - _ - -- -- - - - e8�d� ��in Ups NW age cul�rsrt��NE OFF TEIMPROVEMENTS 1 - - - __ == - -- 00mer a and A"." Etk"nde Ave., 9 o C/L a H01and aid 241 *&M a y9• - - — - - - - - - the a e0wanda. - - ��v�Y EReaftn •• 102.612 E -- _01 at �� .{t - _ - -- - _- - - -- _ - - - E)GSTNG GRADE ' - - - - { ABOVE C.L. S.D. f ��' •/ - - _ = -- - _ — - - - _ PIP I 'i'?C111� 1d211'1'r �,• - - - - - - _ -1720 rd 00-1 ,rA0/rift - - - - - QC/�7 Mit • 1i.6 r -}69 -0 A M M 1710 F _ C 1S• t '� "�' ~ - - - 11 4 169 ~ p s ` V - b Z o 4 o So~ R - I �� _ = SCALE o + Z - ERIM 1 O 4.I7 t • - HGRIZ. '�" ' 40' ISe.56 Li 24" . M" YAM) alloo)=iay«wcloo)= +.c Fvs - - ; FRIM 22.31. VERT. 1!" = 4' 35.34 L! ��� - - - - w 0�100 37J2 ts- WTE FT2 NTERMA V(100 13.47 (THICK WALL 1 +00 0+00 Tejas Court CLCDel6 (R) 546'28'04"E 11=4' V=5. 31' 27 ?N?►- b j+ 25 MTAIL , 4 _ o a ,,� t~ tTI3 TOP Of IRATE83 Q�Of ESS/p», 0- 1 Of _ »> Lot A 26 >3a• S,O.C.FC.D. FEE PROPERTY c3 ? _ W u . + 0 _ _ -PER 9785/N07 O.R. ; Up CD 0 14 C/L CD $25 FUTIME CM I 19W I �0 o o+ g�!'! STA_ 10+99.e4 w=10' L=1 2.iS• " ~ •. u a�" O Construction Notes. //\\` 1 �lUF p N -- �� LINE l-4������� x 24' RCP 000'3S'SO"c 8" WATER 7 �„ RCP NE A 0 35'50' 126.29' 113,34. 1U .�LINS 1F ` _ - - 0 �— FUTURE N�DlAN 40.67, ,0g'00,07•.t MIKE r-2 DESCRIPTION OF REVISION DATE AppR, �•_ I 1� 20 ` &47-59-37-M .-. .�_ _hST IRT 0+00 °os "°9 t LIX 91 ' --- CITY OF RANCHO CUCAMONGA - oo ° 78 158. SEWER ",,ww4 ST STA 17+19.77 �� J �� 62+80.23 LINE A 52.29' � L=116.18' Rf at X39'00'07"t 1 L=24.1014, _' y Storm Onfn curve Data: FUTME/ a" Plan and Profile for a~~ W gWWN�-'W I Mf 1`� g I m a �2 4 1 =23,02 115.6, j Ip L No. Radius Delta Length Tangent y J~ Im a W .� - �'/ 10 4S.00' 45.00'00" 35.34' 18.64' LINE F 8 G 20 e1S.00' e'24'17" 119.55' 59.88• "�---, O oW�!=a� I a ° Q W '� Q Tract No. 14139 N Y �� _ f. � t- D _ H C* oU` ° N = 24th Street Cambria Drive "al Wh=o= Q c� • "' r, _ w i a Q f� w &k. a +n er r =92Wo= 1 ° + J ' ceiio�3= + ° W JWP==eR w; Ov_�o `�� u^ ^ .--� APPROVED BY DATE e- W �U 0 + w �-° Centertfne Curve Data: W= = Z » CITY ENGINEER R.C.E. 24953 = �W �., . € _ s IL En N on ° „h No. Radius Delta Length Tangent ) THE .�� DREaCOi MEN DED T.K. KEITH !� g=ir!z a Cervantes Place 127 e2S.00' e'24'17" 121.02' 60.62• DRAWN a �.+ 1l W _ J COMPANIES SHEET at =amu iso i�=2,' �� W t N=�t� ~ _ `c OF sedge i": 40' 40 O 40 B.C. /� ..........�>.... .r+M...r. 12 13 �a stole Feet CHECKED �V� Ii/ .C.E. NO. 42349 DRAWING NO. t Has W W H'' 131y it.fto-= `uHJaE CITY DATE w-2!-t/ 231003 TRACT SHEET_LAI OF + r DRAWING NO. rCONTROL NO. - OVERLAY NO. - M•S' -- - •tL N►gOvfU IN0(X I .v DATE 1r OAT( Or O TT: Release Date - I « t4 1C DIST COUNTY ROUTE POST MILES SHEET TOTAL `•O �12, tot TOTAL PROJECT NO SHEETS ` 2•,q 3-"8,sh' I`fefodwG✓/ Or Mdwo/I 1 8- str. � � r �' . nr . « o _� --� 4 C2 LC 12, tot 5 QapFESSIpp, 4 P/2, tot. 5 _ /-6 Q - m� 4•s ? 4, Str, C� 12 - 4 j 12 �'fa�e HI F. OFFICE IA STRUCTURE DESIGN ��� �, ��� 9 �� • I � iSTERED Cn/Il ENGINEER �' `4 � ` / 3•1B� /01. 3 � • � � E RoBERTS ,,, ,-- 4 J to/8 front lbrt January 4. 1988 p 11428 / � `4 � Ip sttr SANS APPROVAL DATE � �• Ekv "o" _-' ac 8 C� _-- I � o- 2_•4�j2". , - - - -- I � F 12-31-88 7:1 ,, - - I - - [�'to/2, trJt 5 ,,` fi? ehrp.jt. filler dhillv,73 J'b�s �'l 1 » I � � � r f f OF 11 A��E"' ' exp. t filler � , ,\ E/ev O ` B B S/Ope or h1I 9� 1 4 'C3 P/2 or channel 'PH« I I f . H=1 I - n I .4 � _ Slope apron 9 /8 p A I , � 6» Fi//et /� i ~ to match channel -1.04-----{• j 3 0l 8 F.L. " 3' 9� I 2.14#/2" p=o' I 4 /8 FL. str bar#face r Const It 16" . _ , t ��_____ - , 41 of 18 from face, bind !4 /B max Detail E----f' 6" Const. — F ? I q --- �- 2=6"into wa/1 or oproln. d' 4 1* /8 max. ° 1 , ✓- \ / Cut-off rte/ �+ TYP/C�4L FOR MAX/MUM H '> Ifo N 0 a c Slope varies, /�1 P headwall i C o T YP/CAL FOR MAX/MUM H S /O. to flat P 1;�p. li I=0"toff wall roowo2-`4 if o �ernotive bottom is used , ' PART LONGITUDINAL SECT/ON /=0"cv/•ofl»b// and �'�%2. Alternative bottom of cut-off wo11. AL , TYPICAL FAR MAXIMUM H >/o TYP/CAL FOR MAXIAl W1 _< /0 - � 4 � ito match pt-pe .4 Note : RCP shown . Meta/ pipe similar except eliminate the WbrAed . � .► » / ex onsion oint and use hook bolts (J /9 * sp'° g cin . wingwoll ` , 4 &weIs � P ' Le1 gf val es END EL EVA T/ONc1. — " p ` /2 rp rribfch fi//et trons�t�on 2 Size and length provided by manufacturer. °� 4.4-W1.4xW1.4 welded wire /f at upstream end, fillet is not shown o" •q .91 fabric. Canst jt 864 L Extend wall sporers 2_* _ ► , hnto htadwo/l or endwol/. T_ __4LW/THour STIFFENING BEAM Apron v t f rA r SECT/ON F-F SECTION A -A i '04 C1, 12 .4 y x All it � h � of �I ! Atoe wall CD 1011-Aj Mbtch 1600 f" of See table below warped wingwo// orwarrtwinglro - - 3 •8 ` M »N» + Stiffening beam For tronsverse reinf. Extend toll ptJcprs 2* - �____ _-�____ �jto" Leve/ ' For number and sift Of in warped wmgwo// VI : /�ca, semen/ i 2.0" ., I #Iiia headwall or endwoll. { bars see Table below. see Tob/e below. t s �, =t ,a Q /-0 ' ' Rotate If necessary. ' E/eV o" Extend and hl�ok into Slope vorie5 Const- h , (l1k�Oi spring-/erne, a/iminOle tbC'e /t cut-off wb// and heodwoll t'ipdia. c/. \ �� ' extension and hook rebr extersioln rNbrptd wir>�gwo!/ _ _ g " , or endwo/1. - I!� d1d. CI " , outward, if possible I - ,- _�_ of f/are / min a .\ , I Fi//N, Doth sidVes Of _ -; - - - - - - - - / mm. 6. �- - ( 1 F upstream a '` _ strtom nd, SECTION ' B 8IJL ' ,. � ,� � � � for o// l / s . . 4 spacers /2 .. � � a � -- � , - Toe of slope= - '4 5=0" dowels /2 Ctrs. `4 P 18 ,' '' exp.ji fillet _ ° AL TERNA M/E WARPED WING WA L L - 4 �o cr r �►e l� o�r > /o ,-o• y U121 se where oddi/iono/ otPction to toe of %' ' C Pr /•4 fpr max H IC / - c , . • ' z o embankment �s required. /t o/ upstream end, TI _ 2=O"for max. �N" > l0 e _ ,' ; i i 4 l8 OFFS - f1/let is not shown. .SEC ON C C .q /8 �oeR sr�,y o "ere oGroslon >s ontic,Aated, Increost apron i' _ , _ . • 6 , v thickness to 7" min to provide 2"m1n. reinforcement coverage Aobte. Elements parol/el , _ Z , WARPED WING WA L LS - - -__ to cup-off w1�1/s ort 4 ' 4 +r - WAL L DIMENSIONS AND REINFORCING STIFFENING BEAM DIMENSIONS AND REINFORCING - strop ht i1 » r . . - 1 - -- --- - -9- - -- -- --- - -1-------- aril' is / -O where 1 15 /0 Sib rHr 8"a less /O' /2" 14' /6" /8 - 20, �"X /2' /4' /6. /8" 20" 25" 30" 35' 40'or more h � :t e/tn�p�� /�O" DI►m. is 2!0" whrre N > JID if OF C�,aFO�� DETA/L E Front face reinf. `4 (V 12 "4 to 7 '5 I9 7 `5 a 5 406& 6 4*7 0 7 '7 0 6 6" ft beam. Pioce 2-'6 In each "Nr" Rear face reinf /2 `4 012 4 P/2 '4 0 12 "10 12 4 0 12 1"10 /2 8' face along by of 1 Front face reinf. "4 /2 "`4 /2 "4 /2 "4 0 /2 "4 0 /0 "4 0 8 '4 s 6 /O wall "A /=O" a Toe of s/opt I. j* • 1 r f r int '4 / '4 "4 "4 / .q 7 `4 " �- / " " %"_ /' " Wa PLAN ` . 14Lo Oce a 0 2 is /2 W /2 R•� O P P 6 5 8 2 B - 9 6 � CITY all Fr= nt face r inf• ''4 49 12 14 012 '4 P /2 '*4 p/2 `4 IQ /2 "4 (7i /2 '4 /2 /4' Tot- 6-'6 "B"= A = /L/0" _ DESCRIPTION OF REVISION GATE APPR. o $ I * 1• Reor face reinf. *4 8 `4 P 8 `4 P 5 '`5 (� 6 '6 �' 7 '6� 6 "7 � 6 /6� Tot 6-'7 "B"- /= O'� ;4"= 2� O" � - - � - CITY OF " , r p _ _ RANCHO CUCAMONGA 99N! of Cut-off WO// 6" 6„ 6" 7 8" 9�" //" 18" Tot 6-'8 B - /-6 Tot of slope t*odwall/Endwol/ 6" •6" 6" 8" 91Y. //" / Tot. 8-09 ' W W Pipe Culvert >'F'A W - Notes : Wolls designed for 2 surcharge; earth load = /20"/cu. ft ; egvivolent fluid pressutr = 36'/cu. ft. _ p J y Headwalls Endwalls & Warped Wln Or JroO W �o~ �_�- Vory "D"of waived toll uniform from that of cut-off �•o// to that of headwall or endwo//, %r max. " > /?� . � , � � ' ~Y g'� Dimensions "L" "W" "H" "M' "N" E/ev "o` "An /e of f/ore and end "Sloe (os / J ore shown on the /ons S . Caltrans Std. D86-8 am i as F eta�eeE�W • , ' a ' APPROVED BY DATE y - --- - - ---- -- -- -- - _ . _ _ - - -- -- - DESIGN - THE = r�'" R.C.E. 29 E 0 EDE ENGINEER KEITH I': t= I a � CWANIE8 K I DRAWN fs,fht..r...oa.n,....a.nm e,., usO.es SHEET a � • _ - B•C. • 13of13 } ! - CHECKED I4itt.pR.C.E. NO. 42549 DRAWING NO. DATE D'Sfl- F LE NO. /y5 3-J) Tract Sheet /:S' ;of-�',—