Loading...
HomeMy WebLinkAbout1460-D NctA M CITy em�► i_F_-TC ' 1: STAcTT-,- O F C.A1_t f= -p(\/. O F �'�R �.��'�`f SIC t�1� Co Co ETI WA CONSTRUCTION PLANS FOR AVE•. �/o {�1 C�4��ti ���• >ELEW. 13 3.-D73 , , STORM DRAIN - 111GIlLAND AVENUE P I N THE CITY OF RANCHO CUCAMONGA s Kr `! GENERAL NOTES ET/WA/VDA STAQM PREPARED FOR: i . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE 1�RA/N SYS mm CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS _ � - CITATION BUILDERS 618T:PUBLIC WORKS CONSTRUCTION CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE tN H " 17731 IRVINE BOULEVARD STANDARDS AND SPECIFICATIONS . g TUST I N . CA . 92680 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER � n \ [714J 731 -0141 POLES, WATER METERS, VALVES, FIRE HYDRANTS, E%. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED. RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY 3 OF RANCHO CUCAMONGA . � 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE 4 _ FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR ac c. INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE i 609 -R - SHOWN ON THESE PLANS . 1 /4" x 3" STL. BAND I 1 /2" STL . PROTECTION BAR a 6wo.c.� �15ENv L"FtgK6E ATEisas) we�fl To gf.Na AT X20° (3t,oc,KCtcNs) 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA WIITHINERING CITY OFF RANCHONT PRIOR CUCAMONGATO ANY EEASEMENT ORORIGHTNT OR OF-WAYONSTRUCTION ee_-TF�L- txR H ' GH LAW D Au E I E (WE D To FLAJE AND 5. ALL GRADE STAKES SHALL 3E SET BY THE PRIVATE ENGINEER . (r�eA,j nO�1 o4R) 6. ALL STORM DRAIN LATERALS SHALL BE CONSTRUCTED PRIOR TO PAVING . 7 . COMPACTION TESTS OF TRENCH BACKFILL SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE 5/8N x 6N GALV. MACHINE BLT. COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR + APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING . 1 /4" x 6" DIA . STL. PL. - PROTECTION BAR 8. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR NABR I CATED GRATE ASS' Y (Gh-YA I ZE A<vmvP, INDEX M A P THE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR SHALL MAKE HIS 9f -..l OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A imsTA-►-- A,•c. APRoN ESTIMATE OF QUANTITIES AND CONSTRUCTION NOTESBID . ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT cuT-o'FF wA,u. A�c:.� 1/ _ _ �s ��sZ��p esy SPECIFICALLY LISTED I N THE ESTIMATE OF QUANTITIES SHALL BE - n.'' CA,L-TPA,RG 1N NO. DESCRIPTION QUANTITY UNIT CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . or_¢ Q - 5.34 1 INSTALL 30" PCP (D-LOAD FeR P 0FILE FIPa; DE11D(Nb FEKCIrY51 0,WCZ 004- uj 9. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM - - p �� :�, 2 CONSTRUGT Mah{�,DL�"a� P�iZ GITT 5Tb. 510 F{=q-� �c EA RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION - -- DISCOVERED DURING CONSTRUCT 1 ON . UPON REQUEST T14S REQUIRED PLAN =- _ _ C .S.P . 3 C09s; XT C.5.Y 't)VvP 1N.LF.T STRJCTyKE PER DETN L oN SOEET I I EA REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR - APPROVAL . STD . C .S .P . "TEE" SEC . - ' '" - -- 4 CclNsTTZUCT JUFACTION '�ITROCTURE:- "A� PF--& Ci iY STD. 506 1 F-A C SAO- .C.P . 5 /NST L L TYPE FZ 4MRA'E-i?S' LW 3U oc. PER C-4erRANs 8 EA R 10 . A SEARCH OF THE AVAILABLE RECORDS HAS BEEN MADE OF EXISTING - - e� - -- - -_- PRIVATE AND PUBLIC UNDERGROUND UTILITIES AND IT SHALL BE THE _ - ' 6 R9MOVE EX/ST. STUMPS 0-sEfl TRF-E I�EMf114,L PERMIT) RESPONSIBILITY OF THE CONTRACTOR TO LOCATE THE UTILITIES OF EVERY NATURE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM 4 CALTRANS GENERAL NOTES 7 REMOVE EX/Sr c� f3A5I.Ai DAMAGE . THE CONTRACTOR SHALL BEAR THE TOTAL COST OF REPAIR OR 4" P .C.C . SLAB ., 1 . AN ENCROACHMENT PERMIT IS REQUIRED BEFORE ANY WORK MAY BEGIN 8 CO/VS7-RUCT• A.0 f3AS/i�/ 45 g,7 5P' REPLACEMENT OF SAID UTILITIES DAMAGED BY OPERATIONS . 3G rniN. .Z'T �.� IN/OR NEAR THE STATE RIGHT-OF-WAY . -- WORK S ITE- AND FYTER I OR STREETS SHALL BE IN A NEAT , CLEAN , 9 PRo7"ECT E•X/ST. 2.4 CMI' /N PGACE 2 EA HAZARD FREE, Gr�DERLY STATE THROUGHOUT CONSTRUCTION . SITE SHALL BE 2. ALL WORK WITHIN THE STATE RIGHT-OF-WAY SHALL CONFORM TO THE- 10 PROT-L=Cr EX/5T /f� /A/ l-'4,9C6 CLEANED UPON REQUEST OF THE INSPECTOR . LATEST STATE STANDARD PLANS AND SPECIFICATIONS OR AS DIRECTED BY THE STATE' S REPRESENTATIVE. 11 INSTALL_ 30 (14 g,-) C5 P 3/ 12. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO TEMPORARY C . S . P . DROP I NLET 12 CONsr. CA7-CN 0ASIM01 FER07Y 67D it-40Zw/�,LpFP 'W518,CASEB�-,q� ( V-A EXCAVATION. ALSO CONTACT UNDERGROUND SERVICE ALERT AT 3. ACCESS CONTROL WILL BE MAINTAINED AT ALL TIMES (WORK INSIDE 1 -800-422-4133. NOT TO SCALE STATE RIGHT-OF-WAY MUST BE FENCED OFF WITH NO ACCESS TO WORK AREA 13 kpr 1p IT<-- " �� S£T Tla�1 =Z (To 510\14-t9?) /6120 LF= FROM FREEWAY) . 14 4. NO EQUIPMENT OR MATERIALS MAY BE STORED ON THE STATE 15 RIGHT-OF-WAY. 16 ADDITIONAL CALTRANS NOTES 5. ALL FENCE RELOCATED TO FACILITATE CONSTRUCTION OF THIS 17 1 . ALL RCP SHALL BE CERTIFIED BY CALTRANS LABORATORY PRIOR TO PROJECT INSIDE STATE RIGHT-OF-WAY SHALL BE REPLACED WITH CL-6 24 ry JOB SITE DELIVERY. FENCE, AS SHOWNIN THE STATE' S STANDARD PLANS. OR BLOCK WALL IN 2. MATERIALS AND SOILS SHALL NOT BE STORED IN STATE' S RIGHT OF ACCORDANCE WITH LOCAL AGENCY STANDARDS. WAY . 3. ALL MANHOLE AND VAULT EXCAVATIONS SHALL BE BACKFILLED WITH 6. ALL DISTURBED AREAS IN THE STATE RIGHT-OF-WAY MUST BE TREATED N 2-SACK SLURRY . FOR EROSION CONTROL (HYDROSEEDING OR EQUIVALENT) . P - 4 . ALL TRENCH EXCAVATIONS SHALL BE BACKFILLED WITH 2 SACK F I CEMENT/SAND SLURRY OR WITH COMPACTED CLII AGGREGATE BASE . 7. THE RESPONSIBILITY FOR MAINTAINING EROSION CONTROL WILL NOT 5. A MINIMUM 2' APRON WITH A 12" CUT-OFF WALL SHALL BE BE RELEASED UNTIL THE SEEDING IS WELL ESTABLISHED. THE Q CONSTRUCTED AROUND THE TEMPORARY CSP DRO° INLET AS DIRECTED CONTRACTOR WILL BE RESPONSIBLE FOR THE COST OF CALTRANS CLEANING I RANCHO C!/CAMOA/GA BY CALTRANS INSPECTOR . ANY SILTED UP DRAINAGE STRUCTURES AND CHANNELS RESULTING FROM. OR 3 �oNsTRUGTIorI T'P,��1=1G AGGESS -1'o T�S� SOB si"1� fA.LI.F �RpM CAUSED BY. THE CONSTRUCTION PROJECT. c s o b L- EA. END o1= E PR JET• N 7! tPKommo FrtvY') 8. THE DRAINAGE STRUCTURE WHICH IS TO BE CONNECTED TO MUST FIRST BE COMPLETELY CLEANED OF DEBRIS. AND/OR SILT. PRIOR TO MAKING R/GHLAA/O AV CONNECTION. THIS WORK IS TO PERFORMED AT NO COST TO THE STATE. Ll S/TE �t, �. 9. THE Co vrRAC.TO w SHALL BE RESPONSIBLE FOR INSURING THAT W STATE DRAINAGE FACILITY IS CLEAN AND OPERATIONAL PRIOR TO FINAL E77W�wDA / ACCEPTANCE OF PERMIT WORK BY STATE. ADEQUATE CLEAN OUTS AND CITY W c0lVTA"A ACCESS OPENINGS SHALL BE PROVIDED FOR FUTURE MAINTENANCE AND DESCRIPTION OF REVISION DATE W FURNISHED sr REPAIR WORK. AS NEEDED. ALL THIS WORK SHALL BE FU NIS ED AT NO APPRO AL ""'�''��'� COST TO THE STATE. 10. WHERE SURVEY MONUMENTS EXIST. SUCH MONUMENTS SHALL BE CITY O F RANCHO CUCAMONGA_ PROTECTED OR SHALL BE REFERENCED AND RESET. PURSUANT TO BUSINESS AND PROFESSIONALS CODE, SECTION 8700 TO 8805 (LAND SURVEYORS ACT) . STORM DRAIN PLANS , VICINITY MAP _77 HIGHLAND AVENUE TRACT 13945 APPROVED BY : DATE `�`l.l-•Y,�� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE RESPONSIBILITY FOR JOB `t, � 1 CONDUITS , OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT , CITY ENGINEER -%`1� .C .E . 24g 53 SEARCH OF THE AVAILABLE RECORDS . TO THE BEST OF OUR KNOWLEDGE , INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 017798 7j � DESIGN �7 RECOMMENDED THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS . REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL ; �/r`n/ J.M.WILSON 6 ASSOCIATES THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO WORKING HOURS . AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND 5' JMWCIVIL ENCINFFRS LAND FJRVEYDRS - p6'A PROTECT THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD HOLD THE OWNER . THE C1TY OF RANCHO CUCAMONGA AND THE ENGINEER �� CIVII ' QCv DRAWN 223 NORTH FIRST AVENUE A)s UPLAND. CA 91766 OR NOT SHOWN ON THESE DRAWINGS . IT SHALL BE THE CONTRACTORS HARMLESS FROM ANY AND ALL LIABILITY REAL OR ALLEGED . IN CONNECTION n��� 9es-zees SHEET RESPONSIBILITY TO NOTIFY THE OWNERS OF THE UTILITIES OR STRUCTURES WITH THE PERFORMANCE OF WORK ON THIS PROJECT , EXCEPTING FROM pF`CR��EC` f AM 0'- /S►�n�/ ( _ 0F�- CONCERNED BEFORE STARTING WORK . CONTRACTOR FURTHER ASSUMES ALL LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER, THE CITY ATE: o LIABILITY AND RESPONSI6ILITY FOR THE UNDERGROUND UTILITY PIPES. OF RANCHO CUCAMONGA OR THE ENGINEER . CHECKED R n M. WILSON Z4- �( DRAWING NO . CONDUITS , OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS . R.C.E. 17788 J M W EXP. 6/30/s>_s JOB NO. B'o 3 1-f6© - 19 SH,FF7 �0--. of _ - r t 37 CF5 v- q.6z 37 CFS V= b 54 FP5 Igro •39 CFS v- 7-911t 1 ✓ 41 �r Itq=4.3 d-t43�r► .0 1 }400 _ 8� a 1400 1 tj - _ < - � .. d. 1390 �I:►= 1390 14&0 o � 109 1z'rf t �I•iX - N� � I 3.G7' . +� 1 - _ 4e-rh t_-C. _147.17_. PRO? M.tlLo t l+ cop - I ,4�01 PROFILE SCALE 1"- 40' HORIZ. 2.08 L.F i 1"- 4' VERT. — 13C-4_13C-4_ l?co.D) PC- 2'�I�'�-._ - _ — _ - �- _ _ '�•1? ). AZ"fyJ• r2 INSTALL 5 4 3 2 I O PROFIL� PA NO TE THE CONTRACTOR SHALL CLEAN THE EX 1ST. DRAINAGE FACILITIES OF DE13R15 AND SEDIMENT Tb THE SAT1S FACTION of CALr ?ANS AND THC 11 C/TY /A/5PECMR9• /F C4'?R APE BROKEN oR /IV D/SREPA/R REPLACE w/rf/ RcP u y- G + (V 1111 to P> RG �- 1111full 1 zI , I- r Ex. .Q - - e �sT AV r✓_ - - - --v� ��� � ` 12 rRE R�hF c1"�1 U �A `f- �l0 .ti's I r ST�1. O 1 F C� FICE'A Jf 12 (�„riP .7uNc.TIoA OT _ 2 4'a— o F ►n 2, ► =6(p.1-7' Q 1- 0 0 INV ? I c 33 3 4" 3,s u i U� ,A 10 N Yf - 0 ` t VICTOR/Q BASIN CHA/V NEG DESCRIPTION OF REVISION DATE CITY CITY OF RANCHO CUCAMONGA _LEGEND btSPoSIT'lo� l�Io'T'E�� _ _COtJSTMUC, fel oT'�S : _ 1rISTAt l 30 iZG P CD-w.-.fl FE.I-Z PROFI� Im,�t17o+I-AG P G p• 513, cASE IL) 1'SAN A F'RnFI L_E �- DEf`bT>=S COMPuI'�p cooR>iIN.1TE FrO2 SIE-i-0 STAIUNG QI -EX• G3vy Aw--t0R To R1=NIAItJ MANHOL�..�� R GIZY STD• SIoxH4 Q- ESC. PDW�R ?oLE To REN1�-'1f`l . �JCo8TCis - HIGHLAND AVENUE STORM DRAIN NS'l"RUGT JUNCTION STR1�GTUlZt� '�A" PER R SOF• []3-i_X.c►ld <r�NK D�ENGF To RSM AIr1, PR��-1- 1N Ql a 12 CoN97-pUCT cgn-,y BAs/N 4t/ �R C/77 aTb W/LOC.AC. oEPRESS/om PER G/TY 5To v 5/B CASEB STA. 0+00 TO STA . 5+130 (� NyGK To YERIPY To CotATRAr-T6R 'FRI01?To cotAS-1- W=70' I TRACT 13945 APPROVED BY: - DATE CITY ENGINEER R .C.E. 7-495S +? DES I G RECOMMENDED J.M.WILSON L ASSOCIATES mwCIVIL ENGINFFRS LANA SUC'JEYOR° S C I: -7 R ? ?i 223 NORTH FIRST AV�VJF UPLAND, CA 91766 }" DRAWN (714) 665-2605 SHEET J9 c )v 1 e a�. AMOS;JMW " Z _ OF �o I DATE: CHECKEDCS DRAWING f�'0. .C.E. 17788 Mw EXP. 6/30/93 08 NO. 89- 31 5HEe 7 of -T T -7- -7 -37 cFs 4)no -37 CF-5 j/. 7U rP5 o/00 3 7 0's V- 754 FPS Q,rb 637 64-3 V- Y./a Z FP5 a-- Vz 7.54 FPS 0 X N 0 a Alro IA-10 1410 (4 v If" PKOF.P FLOWLAU4Cfti — 40 M 7 A-4 fo Wo 146V 00 N 0 14,00 4. + + t L U ly !Z m 7Z -Z fl �w lu PROFILE SCALE .7 co IA15T 3 f.27 IF- 30 C5F t�) r,&,L-L- V) mc-l- LAI-34, tf t 1"-40' HORIZ. 1" - 4' VERT. C/4-Jet-) a 17 15 14 13 12 11 10 9 8 7 6 • I-4OTa • lAr= At4D SE!:PtMEt-A7- it4^Gr- -IL To TiAr-- c;= cAL-I'RA,Wg- Ai,40 �(Ty I 1.4SI>C-7 Cl-op-s. IF CMP ARE oRoAr5,V OR 1,V D15 AFt-,"AIR REPLACE WITH RCP- < 13 wv >0 a 'W 10-6 /Pak/ w ---or- z Ne C-"r- (5sr--- tiloTE A) Coj,4rT. 17n IN 4 A,-,fd!,JV' c--0t�&r-L-1c=T J r-e>lx- W.L-- (-mF 0 42y, . ... _ u 4 N J (VI X 6N kl; -2- e) 3 3Z T sz- P-1 <- 13946 - U T r-;--- HIGHLAND AVENUE CITY DESCRIPTION OF REVISION DATE '201 ex•c--lc T*;Ml--- s CITY OF RANCHO CUCAMONGA HIGHLAND AVENUE STORM DRAIN-- C,0?4e-- >TFZtk_-Mot-4 Wll&+L-L-To (D I f4STA L-L- R C-T- C-P �PAV P E:f< v-ROf=I Lr=)(rl rr-- et--vn 1'� reir-e--I-Ty QTU 5;Is m) STA. ?o TO 1,3+60 T Cc>Nc-:�>TRUC--r WANt"01 E- A" C--t-Lry G;I . SIO C� TRACT 13945 i-AF--eR -ro c ot-4,arRa5T c MP F,i sf-r-F, F-N-i r-,y PER M-rAt L 0 fA c=kVIET 1 I WSTALL 30" 1 C5 A- C M P FE G RADr: E-)k. 2 KIM EL- CHAIM t-4 E-: L- APPROVED BY : DATE CITY ENGINEER E;3 C .E. 24-1) 1p(lrc"- rl DESIGN ✓ RECOMMENDED J.M.WILSON t ASSOCIATES t�27 -LA14b Sjh%TF-YORS Jmw Trq I�LE N7 223 WDRTH FIRST AVENUE UPLAND. CA 91766 9 6 DRAWN C714) 55 2 55 SHEET AMOS/JMW OF—4-- D A T E s 0<9 j:yp'lC.A,,I,,Lc rz9CrlQ4 1!!7-e> CHECKED DRAWING NO . 177 EXP. 6/30/93 JOB NO. 89-31 - 1--2 1 -(� O f44d �°� 96 -G2= EW6 �A!/�MENT- N* o N t 2 3¢9,) N a --` � `' \ •�.� m Q FLOWLINE �LEVATIoN (3.0 � AT .sT OF 0 b' hti=` EX/ST EDGE- 0,= N o N, ` N X3,/8%) V � 0 � �� (2.�• '� � V I¢3b &)(4677 A-INIS11 1 � . v) G �� 2.>3y EXIST E/�GE Or ,� ti `� 3.2 T N Zg.a o 3 =��yvEsrP,9vEn�r��vr \ 4_ 1Ij N Q m o FLOW u N LN- E LE-VATIDN EX/ST FLOW L/NE 3- N AT WEST P,5=. e�ASt N �_ 0 of K/EST D17-Ch" ���- /8_.�� �► r. N �, • N -• ro • n `� x'¢32 tk ¢`\ati�J J((Sv T PA VE'MENT' o a- NOTE.I ROApSIM bITC-t:-4 (�NSTI�VGr lo+� 51-4�4�.�1. 8C- a V ?.38� m O GaM Pt.-E-I'E P � R�u 1� •gam 'f}•4E E NGt hl�.� � `- � O h 14M PROF![E s CONSrfeUCT/ON/V67Z-S 2 6. /N6TAGc TYpE `F2"MARKERS C� 3p'O.c PER C,41CTiL'4.vs -4� �G I «{ GoK e�ERM „ / G. REMoY6 EX/ST 7RCC- .57VM= CSEpTKEE REMOV,4t_. FERMI + 434.M I E,F'/$T CORC, � 7- iPEMOt�E iq.C. eA5/,tl AC0C/771'DWG/?03 D 8 9 P oN7� EXi T 4C, g'9CMP /it/ PLACC /o• P 07Z�Cr EX/ST- 5W /�S/PLACC :ATI� IZEc�.p�� 13. Xt=rRADE R04DSiDE D/7-G1F PE-F, SF-CT/oNr-r <Tb STA. /¢4-50) �� SEG 1O ,3 SCALE O O /// c 429.60) 7- R r �� 1'129. Ip�k�' -.F�� w� + {20.t3 �� -+1412.W F // 1430.31 1i +142E.62 +1419.W --- - b r�p2Jl _ w 42911 .44 . +#z4.0 �i,z2.n O M 1 n w 11�� 430.36 1�2a.2e ` /,(�8, W 1439.7/ 2f�•:e.ltt 36M436.63 ;143Y St.24 �.. 1426.54 nF' .. _!1 .43 f{ _... -�tI7J 04 -�+ - .. - 1416.!7_ Y 1�i7 If t� �3 ' i. .62 1426. 1424.!9 •_ 41!23.90 _•.. 1421.62 i` .-a4 420.24 .. -ry _-. .{ ♦�.-i.- - -- ..- �- ... ... O .. + . ��. . -wy�34.ss -�.- � L � -r�1431�Qp,7.- ...-� �`, / -_T 3K 3.� 3„ W3N h t SEE No c9 w 1434.99 t�$.g 7 W W W W 3 W 3 o �iPo 7-c c r Ex/sT t�'�EP \a j2 �v , s g . 417- / 4 ��t_ �i _ - _t _t +14;g -as - - - s+�•,+,-� EXIST A.C. Pit/lT. _ &';.•. .. 14n.an-- - - -Tt. +. - - :i.'.-ss _ _ 4+.� - - - -T�•><+ - - - ++.>b , OAS' To gc-m4ml �q� 500.00 NOo2/'22"E TO �0 IAITER.5ECr/oN A \9 H/GHL.AND AVENUE i�/ +1�43s.4e�/ -!�_ A+S 1 ae s ,� 3s.1 , a� �`v., i/, �� ___c�- ___.lam_ -- -+ Ike �` 1 1 / _J1i_ i - iT _fes- _.�lL- _��� ___!�- ALL -.r� oez -�--- ..' 1{34.!! -•- -•- - - -+,-•-�- -rt..--• -� -, x \ - r . t4!`' �l _t7- ... i142E.31 _ +•7S-�a 1422Q1 ... .. t4ldl9 - - - _ f+4tf-n • . .. ... `-- x 1. y ... t7- t� 27.9! �1426.64_ ••- __ !- ... --... +4 = - 63 ,14 - - + • t 1.44.Tx.PY P' �.3 i 1,. __ -"" 9._ -� - -�+ 4��'°9 T T 7- 7r T 2 I , •. �,"4J0.99 T T _ 17 O 0 i�' r-�� 434. - T �,� __ + s H29.17 \ 1426.,7 22.70 �.mvE 4'as•6� �' 6 4 "f 1 � 7' T N T T T -� T T - T - T �- 7 7- (�. o __ 6.�3 --- - --� � - �_ '� I 29.i t�. O 4 1426.74 O '� � � • • o O O � ~ 6L41�� ��af�► w � ��1420.96) +1421.89 {6� �6! LE GEN4 1427.41 Po/NT - OeSCR/PT7" 30' o L A NUMBER �-- _E1iAT/OIY T'YP/CAL EX/5T /O Z"NPCP CITY 1 ell //I, 4LIZPER C177-Odv6/2O3-o DESCRIPTION OF REVISION DATE APPROVAL FSAC - F/N/S/Y S'URFi9CE i9SPH�9[.T CONc'RETE t � �- +�32 00 � F- GR - EDGE OF PAl/EMENr CITY ®F RANCHO CUCAMONGA GR Bk - GRADE BREAK I • NG - NATU�PAL GROUND ~ '-'4 1 /o CBLEIWI<R-CfIBLE MARkER 3/-0 29.0 PLAN AND PROFILE M�N• FL - FLOW L/NE 1�' ra /5 '7-0/0 ' 5� i CNG - CONCRE TE NA/L � ` d � /Z � M/N • I EAST AVENUE DRAINAGE INLETS BEG I-ANOSCP ARCA-BEGAN LgN05CAPC AREA STA . 3+00 TO STA . '8+70 PROTECT�. EkI5r Ac Of ESS/O 7 24"CMP. /N TRACT 13945 roe F. M. l OE sT. A.0 O 4 PLACE 9 e /NSTALG 3~ APPROVED BY : DATElL-"f � e � � s � A.C.PA(14E-MENT BAS/k CITY ENGINEER .C.E . 2453 O DESIGN RECOMMENDED : C17788 * iQEMDI/E EX/S7- El�CA6YPTUs \� \I SECTION BB _ TR EL- STUMPS. 1 _ JM� J.M.uILSON a ASSOCIATES EXP. 06-30•-93 I CIVIL ENGINEERS LAND SURVEYORS '�'� •P SECT/ON A -A DRAWN o,4) 966-2665 SHEET 223 NOR TN FIRST AVENUE UPLAND. CA 91766 li Y 1 Q` T F of CA1.�F9 'Ga' S AMOS/JMW r0✓� 35� CHECKED J r:� 7-i. tON DRAWNG NNO . � A �'�DATE:� R.C.E. 17788 JMW EXP. 6/30/93 JOB NO.