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HomeMy WebLinkAbout1486 / � / � �� �J � �_j��� I � ..�� �.� ® lNS'T�'CG �/ lsro� s/cwt ,��.P cry sro_ �f0/-L-� `� E�`''y BENCHMARK: + I r M.B 130134 I I ,�•q/r7-r lZ y !�/i��' kiH/T� �iMi T Ci�t/E �•ci0 STOB LEGE rt/O - /�'!Q/(/T� I !�/ST•4 S�TREz�T ,._, U /,�,�T,q�c ,P-zG'mss) l�,cv �To.���.uc~J Cw L/G/rT SrANG�.�50. SEE EX/ST/�t/G - Ef ,N B.M. 96-8 ELEVATION = 1430.69 N.W. CORNER 5iG� iFP055/SLE ¢ HAVEN 8. 19TH, 44' W. OF HAVEN, 83' N. OF �� a-c _ d M I PE�L�CE ECIST/rfiG- ST.P/PING �9�c/O cEGE'/VO FSS ��taU�.PEo 19TH. DRIVE PIN W/C.S. TAG EAST END OF W_ CONSTRUCTION NOTES & ESTIMATES OF QUANTITIES GENERAL NOTES HEADWALL FOR 3 24" c.M.P 12 4I J I J I ( �� I J I J J I J J Oi CONSTRUCT --A . C . PAVEMENT ON CLASS II AGGREGATE i . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS THE CITY OF RANCHO a�= �F� 1 �� Qioio=� . to cFs , , �-1--. - - , BASE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO . 100A SIE (SEE PLAN) g���Z S. CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS Q - CONSTRUCTION-CURRENT EDITION . CONTRACTOR SHALL BE FAMILIAR WITH OVERLAY EXISTING PAVEMENT WITH 0 . 10 MINIMUM A . C . WITHIN LIMITS SHOWN AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS . 56�s ON PLAN . COLD PLANE MIN. 0.1' DEEP AT JOIN FOR SMOOTH TRANSITION. S,Zto SF 22 29 30 38 39 47 48 aro le./C'c � 2. ALL PIPE LINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 4 O3 SAWCUT AND REMOVE EXISTING PAVEMENT WITHIN LIMITS SHOWN ON PLAN. WATER METERS, VALVES, FIRE HYDRANTS, ETC . SHOWN OR NOT SHOWN ON THESE PLANS - pill m - --- i CONSTRUCT + A . C . PAVEMENT ON CLASS II AGGREGATE WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT _ BASE PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO. 100A * (SEE PLAN) G,Z�-7 SF WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE J �f 28 31 37 40 46 49 55 �` N AS REQUIRED AT NO COST TO THE CITY OF RANCHO CtZAMONGA . 23 2 I� U4 CONSTRUCT 8 CURB AND 24 GUTTER PER CITY OF RANCHO CUCAMONGA STANDARD ® O cP DRAWING NO . 104 TYKE A 2 - g 4,1 S(o LF 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF �, WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING CONSTRUCT DRIVE APPROACH AND SIDEWALK PER CTTY OF RANCHO CUCAMONGA FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER 32 45 V 3 STANDARD DRAWING NO . 101- rM5 R-l. 10,437- S.F OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . p 36 41 �1 50 54 3 N ,� 0 24 27 O NIj X ; � J © CONSTRUCT SPANDRELS AND CROSS GUTTER PER CITY OF RANCHO CUCAMONGA 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING ©. - 9c�5 Q ,� STANDARD DRAWING NO . 106-A 344 SF DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO � - ,5C-- CJ.o L CF5 q,a,-'r.0 cow �� a.o cF5 CUCAMONGA EASEMENT OR RIGHT-OF-WAY . N1 33 34 35 42 43 44 Q7 CONSTRUCT SIDEWALK AND RAMP PER CITY OF RANCHO CUCAMONGA STANDARD 7 tl� )IT_4 �T3 � 6A. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING 25 26 Q,o s. 3 � 51 52 53 4 DRAWING N0. 103. � cFs I STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0"0=6. �5 Oioo=¢/ a��=// cx_5 Q8 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING NO . 0 . 01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. all, /9.7 (f"C'S 695ET I �1I� �, � I _____J _ 1 (SW=4 ', _ S REQUIRED BY CITY ENGINEER AS NEEDED AT i � p3 PI �('). 1 Zo�`tS •f ADDITIONAL PAVING STAKES MAY BE - -- - 7-� WARPED OR VERTICAL CURVE AREAS . �3G' C.P >� L `(//�I/ETf'���j- � - 8"',pCp O9 CONSTRUCT CATCH BASIN PER CITY OF RANCHO CUCAMONGA STANDARD DRAWING w�� , � EQ ` NO . 300 ( W,V SHOWN ON PLAN) w_��, 1 EA 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, - �� 5 bc1'zl ZEA OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. / aln,=.�.jscFs S ' 10 . CONSTRUCT CATCH BASIN #9 PER LOS ANGELES COUNTY FLOOD CONTROL DISTRICT W` ze; Z EA 0,00 .SCEs ,Q,=/io cF� r Q DRAWING NO. 2-D471 ( DATA SHOWN ON PLAN ) �s� S Erle W-� �, 21 20 19 IB �.? I6 15 I4 13 I2 I I I0 9 8 7 6 \ � ( �A. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING I -'-;� 3 ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE \�� CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STANDARD CITY OF RANCHO CUCAMONGA . A WRITTEN REPORT WITH THESE COMPACTION TESTS _ �''giP.CP DRAWING NO . 307 (CASE 13) SSU ) SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACE- MENT- - -- -- -- - ;-- - _ - -- - -- - - -- - -- -- - - - - - _^ _ OF BASE MATERIALS AND/OR SURFACING . --- le"W CONSTRUCT LOCAL DEPRESSION NO. 4 PER LOS ANGELES COUNTY FLOOD CONTROL DISTRICT DRAWING NO . 2-D415. l�E"� Sh'EE7 �T� 8 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 7, K'7-/17-/6K/ � ��� _ CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY h I I 9- CONSTRUCT COVER TO BE ADJUSTED TO GRADE BY CONTRACTOR. 4 E.A. STABILITY, OIL CONTENT, AND GRADATION OF ASPHALT PAVING . ---- - - - �''i1(U/SFlNCE ONCy G CONSTRUCT MEANDERING SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED SHEE7-/t/UMBE�PS FtOiP ST,PEET/�'1/�,POI/EME�(/T�' ti = DO S.F. COMPLETED TO Q,� °° �� `�f'�/�' CONSTRUCT STORM DRAIN MANHOLENO PER CITY OF RANCHO CUCAMONGA VERIFY SIEVEEANALYSISLANDISANDLEQUIVALENT OFTAGGREGATEENBASE. W N 114 R 6 MIN / 10 0 MAX � Sf�EET//�DEX Milt' STANDARD DRAWING NO 321 (DATA SHOWN ON PLAN) Qrj EA a OTO /Z Sf/EET rc/U/NBE,PS FO,P STO,PH! p,P�llrt/ `� �� 1„=loD PMB 3/l��-710 10 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS Q. = .9rG cis 16 CONSTRUCT STORM DRAIN MANHOLE SHAFT PER CITY OF RANCHO CUCAMONGA TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL) . STANDARD DRAWING NO. 323-A. l EA. 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A � 17 CONSTRUCT JUNCTION STRUCTURE NO.2 PER CITY OF RANCHO ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS CUCAMONGA STANDARD DRAWING NO. 331 . (DATA SHOWN ON PLAN) 3 EA. WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE /Z' FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE � 4 0.,5 18 CONSTRUCT JUNCTION STRUCTURE NO. 3 PER LOS ANGELES COUNTY MATERIAL . 4" o.q, FLOOD CONTROL DISTRICT DRAWING NO. 2-DI91 . /-SE�`�flEETiZ� 2 EA. 7't �.5 ' 0 7. 5/ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT 0 I t/,gej 7'�/ Q Oj 19 CONSTRUCT JUNCTION STRUCTURE NO .1 PER LOS ANGELES COUNTY REGISTERED BY THE E.P. A . FOR USE UNDER A .C . AND P.C.C. SHALL BE UNIFORMLY I FLOOD CONTROL DISTRICT DRAWING NO. 2-D189. (DATA SHOWN ON APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT VH�PiES V4�/6 PLAN) rsE�- �T-/�� Z EA. WIDTH PRIOR TO PAVING. Q/7'TOO.ZO' �ENIDVE p '700..32' VAielES VARIES 2� CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE _�o4Tool/, oo23//o0�, STANDARD DRAWING N0. 307. (CASE Q )11 OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CEt�L L/N� / (/'grPi� r' '' Fie 21 CONSTRUCT A.C. BERM PER CITY OF RANCHO CUCAMONGA STANDARD CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY ITEM OF WORK cG9�/� DRAWING NO. 104 (HEIGHT VARIES - SEE PLAN)TYPE DI-6 OR DI-8 sl L.F REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE fT. OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK . I V,,41'*E lEl�L [/NE �7v3.(oj� � .a., ® CONSTRUCT TRANSITION STRUCTURE NQ 3 PER CITY OF RANCHO CUCAMONGA o CONSTRUCTION NOTES CIo°TO/75/) _ �� " STANDARD DRAWING NO. 336 (DATA SHOVVN ON PLAN) EA 14 . STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 IV FOR STREET T�PECS L 1 e 0 SHALL BE CONSTRUCTED AT EACH INTERSECTION . A.C. ¢ A.B. I o . PER94G 1 „a "A B� 15 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY ;� �E 5HEE7- ZSA �x 5T A C. � / . -7yeICRG &z /a GL/�f� �/e ?YPICf>tL. / 24 SEE BELOW FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION . UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO NOT 70 ci9L� Sj0fq/1/� �/�,[�/�/ //rVJ!`��cL`j'/O/7-/�/�� _ �Q THE CITY ENGINEER FOR APPROVAL . � �c�� /45' ce4MC/� f�r/��t.C� CUC q"aVOA COUNry WATER O/STR/CT/N6RECrlO�(/ 87EET- T�6E A6V(11RED /V^4C( SE/✓Ef)ANP 6TD/31LIDRA/N CES ff(/ C Sr�P�ET 16 . WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, FROM: STf1. Of44 3g /Eck) 5' =SECT/DrV L/N `�,Q, ORDERLY STATE, THROUGHOUT CONSTRUCTION . SITE SHALL BE CLEANED UPON TO 07?7. /71�CO t 5046-A/LE �055/N65, 5rof3M DAA/N/N9TALL/�TlON /N CA FRGY�'I: 57H 2f�. eO REQUEST OF THE INSPECTOR. V/NE GREET BETWEEN�9M.yEf3 g'T COURT AND TO : ST,4 3 f�v-. 20 Q NG RIE�O"mlo! 3/ ' 24 V61f.• /8.G 'TO 00/' 7' So SEE SN6�T3 ME5A0r9 sTf3Ec�r, A/v4 Fott ANy k147611 OR T-/ = O ' _ cAni � 17 . CONTACT UNDERGROUND ALERT 1-800-422-4133 AND THE FOLLOWING U1 I LITY 5El�/Ef3 f3EooCATIoiYA/ �9 -!8 Hoaft M�/Ccr s Ems` COMPANIES AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. /S fiEPU/s�EO /Y,dq /�1/�PECT/O�r /.5 M/N. E,r/ST/N� CLI�PB Ile �6 114^.7-o'VAR B.2' frA,P70' �`"E-D/AAI A. GENERAL TELEPHONE (800) 422-4132 ra8.5' rOB./' FOR UNDERGROUND SERVICE . 4 M/5 , 01c3',9BOrrE7 B. SOUTHERN CALIFORNIA GAS COMPANY (714) 529-2889 0.17 _ 2191 E . BIRCH STREET (714) 529-7070 p.5 � J 5, 4 0.51 � 0 � � 7 2 g 8 2 4 '',!!L �/� 4 � V 1 7 5 7.5' EX/ST. CGN/� �� �' i� --- BREA, CA 92621 - LEf/E"� N /,G STD Z ��1ovF Q I i Q I \ � _ EX/ST/rt/G SGYIrf/�DU,f/D C . CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 QQ _cHaNNEL rV eE 4 9641 SAN BERNARDINO ROAD r9 lE5 1/RR/E5 O/7 ` ` - ��� 3 4 ��_) L LAiI/E ,eEMOVEO I y* RANCHO CUCAMONGA, CA 91730 Ql/'�23 OZ3' Qom, _-� - I a�� I _v 25Z UNE / / D . PACIFIC TELEPHONE COMPANY (714) 999-5639 O,BO7 0 --� ,4LTE�5.t/l9T� 18. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE S p " ... a. PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED U�RIESztveC33� / i9 /Q�' 4 j 3 �A.C.�g"q.B. A'C.�e A.B. ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED AND ALL UNACCEPTABLE • 701--01 ---� � j � � S 095 PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF r�.�. - TYP�C�IL SEC7TO�/ THE CITY ENGINEER. L %6 - _ J---- �s7- C, d 4 L D - iVo7 7� SCAc F TYP�I'�L 56f;r/40A . _ ��V13 E. TD C U kREA,(T 5T A ti.OA kD ORA WIA16j3"A.C.�¢ A.8. oleCCTiOAI of Fl Ord _� 1/�IIIE S7'-/gEET�MESf1G� �77�EET�f�lni/VOl/�f� CA�f�T -- h'I�HC.�D �. PH49 o- ,4 SSdcl.4TES /Nc. ?-Z8-00 �e OR. ao-0 7 3-z�-Do p tPIC�L 7-1.=SO 77A _ !r.0 T1. = S. O Nor To SCABS cl NOT 7� �`E yP ti/G�/ Po/wr- (1�SOECT/ON� A/�R0) �- 50 AMMEN A!/�rt/UE /� T "� 57 DESCRIPTION OF REVISION DATE DROVED a . . . . . . . . . eAn� ems/N E�a�rr�v court- -cour�r F,�oM: latOo.00 � Q `"� CITY OF RANCHO CUCAMONGA TD STA. /.57--34.lo/ Ali T. l = ::F-0 =SO 771, _ ��.G� �= SO Q ' T/. s 510 l/ICTOP/A � o � To : 8T,4• zfec. 20 ,P c a. . . . • . • • •,eE,,� -E,� �v�,��-r��X CONSTRUCTION ON NOTES (CONT D) �y 5O ST TI :7.57 67 _S G:YrsTi.C/�' ,SEk/E,P Mfg/�tl�sizEIt /UDTEO) ®CONSTRUCT 36" C.M.P DROP INLET STRUCTURE PER DETAIL AT LATERAL N "`�Y STREET IMPROVEMENT PLANS N c)RnFILE, SHEET N0. 9. 1 EA. 1 r rE �r�7� s • EX/-ST/��• .SEK��'P Mf!/Vh/OGE © L'Dt�I,S TrPllC7- 40 ' W - ?"f/ �P.�:B. PEEP t��'T"•9�GS c�rt� s�.EET � � ,, � � � STORM DRAIN PLANS UNDERGROUND UTILITY NOTES PPOP05EO ae EXr�'T/N4 ST,PEET UGh/r �B7 C.Y \ 1 . LOCATIONS OF SUBSTRUCTURES AS SHOWN ON PLANS ARE SHOWN FROM THE � `� � T R BEST AVAILABLE INFORMATION. HOWEVER, SUCH LOCATIONS AS SHOWN OR FAILURE "`` ''' '` 20 CONSTRUCT R.C.P IN THE SIZES AND QUANTITIES `SHOWN: + � + + + + + + ACT NO. 13759 48 R.C.P (/�-p) 5Zlo e.F 24 R.C.P. /750-L7 46 L.F. w PI��c .Pie TO SHOW EXISTING SUBSTRUCTURES SHALL NOT RELIEVE THE CONTRACTORS FROM �, RESPONSIBILITY OF VERIFYING THE LOCATION OF AND PROTECTING ALL 36 R.C. P (/ -D) I,o�B �. F I 1 8 R.0 P 21�-0 119z- THE 1_ F r,T` Q APPROVE D BY T SUBSTRUCTURES. 43� y © /N574LL 5TREET L/Gf1T5 (58CGL CK 95C'OL ). $TiCPEET 1-16H7.6 TO rf PA/D DATE q L a, c t � FCe AND CCC>Ro11V4TED BY OEVELVpe& THROIJGH C17Y TRAFF/C 5'ECT/ONANO/N57,QLLE0 BY 5.C.E. 0/ EA B�9�E c�wE .Po�P� CITY ENGINEER, ,, � ' "/" R.C.E. NO. 24 53 2 . IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT AND ti INSTALL /5 GAL. 5TREr? m=5 PTR c'/TY sTD. �E P� n'OT,f5 ON SHEET Z 4 LEGfN.P ,, / �r 51-1=7- 5 501Q 93 EA. DESIGN J.F. DAVIDSON ASSOCIATES, INC. RECOMMENDED MAKE NECESSARY ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANIES ;�<<r .�.r.� I j ' t , -��/ M o T. N.T T.A.f� 11200 S. MT. VERNON AVE. ; �c. • �,��j PRIOR TO THE BEGINNING OF CONSTRUCTION . ( INSTALL LL STREET NAME SIGNS PER CITY STANDARD N0. 401-A# NO.40 i B ¢ EA. v�Cl(V t l Y MK „ „ oft SUITE D 3. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST TWO �/ OO �E-MOUE E�/ST. 'CGN��ETE CUL✓E,PT Ti�.g�S/TIp�VS R�/o f•'E�o6rA�G5 �� �F AVT � y6E DRAWN COLTON CA, 92324 SHEET DAYS PRIOR TO CONSTRUCTION . PHONE: 1-800-422-4133 . " �' d 3� ,. EGA�MG�" ,.1011 IE2KsEN O �PEMO(iE E,7/ST/Nli' _O/l/CiPETE TrPr9.��Zo/or=7G C�r��rt/�c <GO �- . PHONE. (714) 825- 1082 �_��Z 4• CUGAMONGA CAUNIYWf/1 i9 D/9Tf3lCT/✓ .VDT AMEM6EPll OFLIS A <FCfREVIS/ONOVCONLY) kcc 43886 �E� 'ATE E-l/ST/t(/� ECECTiP/CSC //f7l1GT / E-� ®REVISED TREE SGNEDULE ON SNT 3/19 BY GtTYSiAFF f V� - CHECKED 3582 URAWI V N0. •a R.C.E. N0._- ���� EXE. 6-30-0/ SEE �yy6rOvE' DESCRIPTION OF REVISION DoilATE q Rvt) DATE Z' 16'012 FILE N0, P20,14 'CT 6h4EFT /1/0. -. - - - BENCHMARK B.M. 96-8 LEVATION= Z�Cf 0 1430 .69 N.W . CORNER ti�o� 5/N ? � \ HAVEN 6 i9TH, 44' W ro7.z �g CATry �A _ 6 i e8- g �i ' ,PCO v OF HAVEN, 83 N. OF 9 p 19TH. DRIVE PIN N C X• \l +RON �1°\0 l �, �'� W/C .S. 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O GONSTPIUCT CATCH�9S/�t/ / PEf> C/ OF�JfINC O CUCAMDwGA F S7-lA1, Af3D D^4,k11NG �t/D.300 �/�/, V AS ® /�t/5TgLL ST,�EET N.41W S/GN5 R.��ClT y ST1 il/OARD Nb401''.4 ND'¢�/!� O My�t/NOCE COkr?-i TO C3E AD✓OSTEO TO,Gf3ALLc .e ft eo1f1rf3AL'To^• DES i G NJ. RECOMMENDED . e 40/-,s Zo COiV57^zler LOG.S�L G P SS/O�(/- PEPS C/TfJ OF �ANC/�O Cl1CAMDN6.4 11 F. 0 S DAVIDSONDST. ASSOCIATE., INC. o h.fi � Tf�'N 11200 S. MT. VERNON AVE. � ��� �J �� $TANpf�fio OPlAI�//i(/G it/O. 307 �CHSE/j ,�. SUITE D �,qT�- lP�k/i� lds'TrE L+��1lT GiHE f71Vo STOP DRAWN OXTON, CA. 92324 SHEE1_ 2 G'tic/riiL/UEO F!T LEF-T. � �' CFi./ T�9. PHONE. (714) 825- 1082 OF ? _ CE"SEttI,O JOHN QJEQjLSEN Oct 4REVj.5/ON 0N60NLy) RCE AVO. 43886 CHECKED % DRAWING NO. EXP DATE i•la• 9 L FILE NO PROUECr 6MEET Ivo. 0,= G��lo 7 rtiGl��� l�'"c.� - _ _ BENCHMARK Q C (i(1- ?, i/--'a Z5, / IB Rl� Sg4/ /OPS /BB .M. 96-B ELEVATION= / //�/� ✓; 9 S�' 1430 .69 N .W . CORNER 54.52 HAVEN 6 19TH. 44 ' W G=lIZ_.4l , OF HAVEN. B3 ' N. OF L=(09.G =ZJ TSTS.3 L=G9.li 19TH . DRIVE PIN I/ // A'�N /r-�I• // /I /r r/ // // I• �/ // Vf. F E" W/C .S. TAG EAST END 4AA�'d14 ` ,1 �( T T-23 4:232/ -23.2/G23 � EX/�T�iSGY.lNO T-232/ _ 73Z/ 73Z/ 24 M HEADWALL FOR 3 s U v a 30'Z7- 197047. T 4 11� X70 �7.`" � = �Tzr s /�� � � � �� 16 1 �, 70 GT 16 ?G/ IGFtT c. 1OG�, C��L7E p �1��� 6 L� � � , �/.20 �✓ V. � Bao — �l - �� . �f� 1.560L.T r l� �x�r-G/co � N ® �,�� �j J I�?Oso ! oOG . - -x,11 ��8.� =MOP z' m ? 137De v v dr Aly Z1 I�f� Pr"P TC / 15 7a .360 e 137cl,,c V S W 6 DE / : 4Z4/ IV V icme �J �q �j J „_ - '{ .�� y / ! !Of ►IG. ! YV J.� L - D f 0 ` '� 8 h1 ! 1 ! 4 I Z do J V , 5 — -- � -- �`I ASC �-✓GALE•• /"340' V � SCALE� /"'40' � ��1 /ffQZ � � (i206? 04 (00 Z.4 vlve 9r'9eer v 6.p a a4 ZA VIA.I 5Meer o p0 coo o See 51/EEr� Z � I,I ��� _ � � vi Ly Eo f 1 r 10� j v ID /3 t I/,�O FCit �0 IZ+�.� t +— l/G•,�•c A� 1/ g i cam' t>Z c• � ` 1 6B moo' � :� J . Q�: o a ��`i/; .� o o �, - o o g 4�j.,�c, ,�, $ /vZo•�r 35��t/(�e> J J HAN00 o o �I Z Il ELBG/R _ 54 E 202.J3 _ �/ G83O p / �' NO/'05' 4"E 207.�� ' .c S, s �^v '! U 3 V N � � Grp �) � CD T Off/ C Q c r�r •� o E 3 F 2 o 3 , o ti o . o . o c o �O �ZZ V�- �' 0 a ��r 103.59' =21 �0 ECtr GtIQ�/G �h1 y\ I I �5/30�f3 "53, �' �fE�pE R �/fNE + 7f3330BC s 53 A s o- a n L` 17 41 A ) ) — v M �'J c� � uw �J 3 t �• N O 3O 3- �---� SES St�E `r A/O. 7 SFS s yEET /clD. -7 LA II/IVC= ST�E&T Oj CO/VSTf3UCT '� A.0 PF�I/EMFit/T OrV !}�CLASSII AGGf' GfITF DASE PFi'S LA DINE STPIEET rn Q �PEV/5C T1J C UR.P�I T , j,U41 ' ` Q1CAW/NG 5 G/Tf�Of f3ANCh�O CL/CAMOrUGA STANOf�fiD Or9.9k//.(/G /t/O. /00-'4 -t PY6 e,4 5370C/4 7,1516, • ?-28-00 PER Die• 00-07 -1-7-ad ® COA Sr,13!/CT B"CUi36 f/iVO 241641TTEPj Pefi C/Tf�O�f'SAit/CfIO CI�CAMOrt/GA n v i_ C I srAA/oA,"3o D1"'51q /tiG �/0 /04 TYP5' A 2- 8. N DESCRIPTION OF REVISION DATE APPROVED O5 COrVST�l./CT D/�3/!/E FIPP�Q<IC/y ANO S/GL�G✓r9Li5 FEf3 /T� Fi3A/(lC.� • CL/ C�C!/"�!/E DATACUCAMOrt/GA STA�/DFIf3O Of3Hl�//rt/G il/O /p/�'�7'�IPE�� ! /� L T a - .STiil1CT , � �o ,� of5U19AICITY OF RANCHO CUCAMONGA 6001/ L:Ot/ S GEcG✓H /S f7 P� M,�PEPl G/T�/ fJ�1./C C/CAMO�(/GFI �� CO��T�ANovEr _ 4,�Ff��t. 27 O STA�/Ofi'i30 o�1Al,//rc/G ND. /D 3 I Gtr � � Z . / _ o 1/2.0, ' /5 ODGv ' 14.75 29 —_ © c0mv,fiUCT 5i�l�/lIG�S -c C/Tf/ FfSA�t/CNO CUCAMONG/� sTA/voA�o �`� PLAN AND PROFILE 38CI�' ZID'OD'G� ' — �9 Z8' 0�3rrA1//,UG A.1 /03 �5ti/=9',#= jQ ABiO O Q /� �Q O STAit/oA�D D sAl//it/G/ND. 30D �w, ✓ FIS 5 ONG.Ci�> CUCAMOrUG�1 No 3E y�N�VE! 1 C�QG�! 1 T_� ELBLrriN COCIf�T // CO/USTftUCT L G>✓AC OEPi3E55/O/t/ P Pi C/Tf� O� f 9iVCN0 Cl/C,9MDrc/GA b'' . l°-''� * R4 -L q VINE l✓-T/'�E'FT' 4T l e4 WIVE 5✓-77I FT ILIO. 307 (CHSE 8.)• d?� CML ' /,3 MAit/HOCE CD!/Ef'J TD c`�Rl7✓LISTED TD GP�AG�" Bi/ COrVTPSAGTO�i. �� �° TI [ i`� T NC/. 13 759 ay ® COit/ST�3l�CT CGY-/9C DEPf3ES5/O /�Ef3 C/Tf� OF f3f�iUC.5�0 CtiC/G9/"fDr�'/GF! STf1/VDflf3D DfJF�/ti//�/G u0. 307 PROVED BY A E - /N5TALL STA�EET L/GN. TS('y�?�LUMEN°S). �L/6H7� 7DBEf I/Df#' AP ,/ DAT -� ANb Gt2 'D/NLJ7-GD BY OEI/ELOPE�2 (TH�L/G'N C/TY 7�?AFF/C SECT/4rV� ANO `'' . CITY ENGINEER '%'�L -���G _Q G�� R.C.E. NO. 24253 1i1/S'TALLxzr e S.GE. OI€ DESIGN J.F. DAVIDSON ASSOCIATES INC. RECOMMENDED 1N5TALL /5 GAL. STREET 7-REEs /SER CITY 57D "L"' /YOT�-S '' ` `+"E?� ® ZF.fI 11200 S. MT. VERNON AVE, o�A +lsl1• dN Sf/�TZ � L.EGEND SHEET 3. i�iu. ice+► � �� �� ® INSTALL STPEET NLJME S/GN5 pE�2 C/7Y STAB 10409 /t/O. 4p/-rQ /VO, 4 0/-B a�.t-sv�± f " SUITE D J f �, DRAWN SHEEP /rvsT.q�c ,P-/ lSTD��/cam) PE,P c'iT� S7�,-�orq,Po�/o. .¢O/-3 >'., r. t �t Q BY' . �`-�- 3` COTTON, CA. 92324 / f 00, •, +.===;� ,: �. Tf1• PHONE. (71� 825- 1082 ✓� OF! 2 ® Pr9/�t/T lZ" !•�/lOE Gt/f//TE' C//�11T �iNE f7it/Q ST4� �- . ;�•�a'�� JD N OIE/Z KSEN . (FQfdffYLSION ONt ONM RCE NO 43886 CHECKED DRAWING NO. EXP. 6-30-0/ t -1 R.C.E. NO. 38 2 a 92 DATE 1 Fl N0. E /48 L PPOJ46CT 5HEE7 NO. OF Benchmark B .M. 96-8 Elevatioh= 1430 .69 N.W. corner Haven 6 19th, 44 ' W . of Haven, 83 ' N. of 19th . Drive pin W/C .S . tag East end of headwall for 3 24" C .M .P . . kk � Q U V Mm v /370 17 In @ /7' GT. b m POPOP. 7Z7p OF O �. / U�PB GrPAD� � V h h I 24 '6'T. (e "C.F Lj �P. E.P. G•�'AGLr('7LT V "Ilk 24'6'77 o Q Q 0 Q �t ` fi 2 / E,r/5 r. G/POeIA10 e 55 '6'T. `W W ¢8 °� �� / v ^ a � � � '1✓°� (2 r8 6X/57. AZ 4 ee3E IW tl 1°� ° I '•� V qQ��`' '� ' // P,PDP 8"CU�PB v qj (z' / 5 I�i / 7 A. C. v @ e4'Z-T. Q � %l R1141 G�PAOE= O. 8/ V '� a0 ¢2°,�� 80' �e,4/L ROAD o2/GHT OF W54 Y R/w � v a 2 ¢O' 'Oto I 3 D GT / E"X/ST. G�POUII/D 55,.e-, `- -� � �2� Zs' /s¢o' WALL Q V � D � PROPOSED TRRCK FUTURE S 5 � / I I TRACK �� � � `, [�• An/v RGUIvaEO a �o N 114 - - - - - -RooaEv F ti'' 9p 1�6y y�2 1�► o 1 s , ] I — i T C o Xti ; r. 2 � WA L L � I 290 n `. ��.¢ / I I 2 I i PROP05ED L FI/TUA'E SdBGRAO* �- - CO/VyTRUGT GRAOE 7D Dl('A/N ORO/ //VLE`I- 40 PER PL /V h _ _J L A �► � 32' 4d' PfiOF/CE SHEET!/ , , P?DPO�ED L_J / N tU - / W - N J 6,0A'97RUcr 6" 5EC T/ON G - � �� Pf30�/LF ✓CAGE GD/VGRETE //VLET C#4 VWEL W a o 7r P/GAL RA/L ROAD GROyy- 5_E_Cr/&V a h EX/ST �` G�AOE" 60al >ePW PAt b 1(f A P�. (o"x (o" /O Gni. W. WF. ,pEFE,eE/vC� SHEET NO. YFPtT /"=Q' ( PES 50UTffE,?/Y GAG/FD,2/V/A A'EG(O/VAL RA/L fW PO,eiry ORsiW�/VG No. 4803-pvUBLE T,C',9CK) SrG� LE"GEtoO CD�I/STfiUCT/O�/ �t,/OTes' J qj Flo�s� /t/D STOPS/�� © COit/STi3UCT 4� A C.195VVI t/G OrV 8�+ CLAS 5 Ir .4 5615f T�dASE gf5 C/TY Q 1�r7 Gly f�9,UCN0 CIJZ`AMOWGA S7A.�/ Of�4l.//ic/G�/O. /pi0-A(RCTEl�/VH7E 5"A•C•/6"R-$) O 0/40 H wit/Oti XP/ST G 'DEEP AT✓O/�J'FD� SM�TN Tf3,9�/5/ l. M O /V• T O�VOST/5UC��"AC.PA✓�M tiT O//� S ZI SATE �95E �EfS C/Tf�D�f3ArUC//O CUCAr+'/OWGf,' STA/VOAI ID O�9G✓/it/l� �10. /00-A �� V O COrUSTP1UCT B"C!/�►B ANO P 'G!/TTEf3 PEt3 C/TSJ O�PIANCHO 6,X- rt/G.9 Z �- - - � o /VOTG'�� 5EE f7�'f'�DYE,D LANOS�CA�'E STANOAf3� Of3AG✓/�t/G � /04, TYPE AZ- 8. �LFIit! Ft /l 5rleeT TFyeers ON O Oi3Ak�ivc�NO 3 OA5/.c' / PEi� C/TIS O��F'/UGf� GllCAr�IOrVGA STA//D�9P�� �l SOUTHE�PN PRIG'/F/C�iP. R)4V6 V AVeNliE `j // COr(/STP�UCT L OCAG OF��IESS/OrV PEf3 C/TY a-/}9AICHO CUG�9MONGA Y &O'_ 3 Al r--.•, ,; , •. :...: :....: : •., ; ,:; .• '•. .-• •',. 40' �--1 ,� GX/ST. I � --- GOiti'STitG!�ME �t/lJEf�/NG 5/vOEh/A/'f FA7 C/lYOF/SANC/�t7 G!/CAMOrI/GfI STIP 40' t 1 II EXIST. /5' /75 5 V� i1A/NHGE ® NO. 114- _4 /4- (iS=IoGY�'•�/�•t/ //OOD'M.9X.) 3 /O' lV \ I II EAS�i+lEit/T SF!✓�fi DWG. •` "' P � _ I O CO/VST/3UGT A.C. .C3E�M PEf3 C/TS/OF PiAit/CflO CC/GAMONGA STAWG�If3l� 30 0 o o�B• 3 ��s-�� J Of3Awi c/G WO. I o 4 .�/E/Gh'T lifli3/ES - SEE �LAic! _' d N _ 6 Q �. /-�� 95M LUMENS). ST�PEET L/GHTS TORE PA/DFOR/L(/O . Q 37 � l� � � A � I j '� /it/ TAL TREET L/GH7�' 27 _ 0� ti�fL ti r T I �► Q , {�� II /l6 /3 /-3-¢ RD/NATEO By DEVELD�LQ Th�2oUGN C/7Y TRA�F/C �. CT/OrV) AND/NSTgLLED J �- 13 � �`� N ^ ���• n/p�Eq�- I t(� EXIST. e0AICfiETE OUTLET 5T/9UCTUiSE ) '� �s�- �J�'� C,gSE�ENT- �`�C /!OO x 70 i3.C.doX TifA.P C,�/.9,t/NEL SEE SHEETS �`/O / W o 1 h ' N h I I BCOC/f /�/�9LC S - -- --- -- - - -- - - --- -� Q. /1v3.l2 �.•;v 3.•� 3 / 82.GYM' 3.•I `f _ see-CVY7✓. 9%OBJ f3A f! NEG /-� ¢� 9EX/ST. CO�t/Cf3ETF I I L oCAT ` u --- N 55.40 TB � 670 14 10 / 1- - +11 17 ' 00 /7 56 E 4�3 a0 ��tip �ST� �7C/ST/it/G MEO//7.V \ E�'/5T ,Q Zlol-s� FX/ST. MEO/F/N 5 T• .P-Z 5 .4�C O.� �'TiO,v ESO \ I t\� -sem, � �5t•� y I DESCRIPTION OF REVISION CITY DATE APPROVED /OtG�DOH�4I/Eit! Ati�N/JE ' EX/sT `U�� �UTrF� CITY OF RANCHO CUCAMONGA S0 QAC/F/CT/°t.9 POP/MrIMI^/A/ r ��_� /� � , ...•`:' - - -- PLAN AND PROFILE z J J J �� /� I`_;--! gra 1A,1:30-.3e t _ i....;.. .... %....' A �• It HAVEN ; I( FROM STA. 10♦00 TO STA. 15 } 70 •J= J�� Jam• 14A VeAV AI/E'/l.!!.lL� TRACT 13759 C) -elf J.. j 50,ilrb�5e7w RW1191 w J .j �j APPROVED BY ', / Jj/ / �j� DATES TEREStTO N. CITY ENGINEER.!�/L//��if�C�il�/moi L%%' l�� R.C . E. TABiOlO 6105 /M&NOTF S1aEWgze LAYOUT/ CoMC2t-PTUA1 OWZY. �/PP�OVlIL OFTf1EF1N4Z 91aF14141� � DEF. GN J . F . DAVIDSON RECOMMENDED r��• ASSOCIATES, INCaEwu' LAYOUT SI/All &5 MADE/M / E F/E-L� A419 IAOJU5TE0 Q5 MEC6�594ZY OMS 11200 S. MT. VERNON AVE. N� ,GLEET F/ELO CAt/O/T/OM5 4I5 AP1e t1'6,040Y7x/E'PI�BL/C K/O,PX5 /N61C CFO -' �' dr DRAWN COLTONSUITE ■OCA 92324 SIFT A�t/OP,C'GZ/ECTf'L�IN/l/E�P f '/OrP 70 AMAZ 00A1.67'L/CT/ON. _ c�M/MGP t�ia) 25-1082 OFA_ } CHECKED C.E. NO. _15,,98,0(o DRAWING NO. PROJECT SHEET A10. _� OF .US' vers '+.f+• 0'♦ PS' rp,wr. � O'+E — - + ,sNOTES 'R s I ------------ -wC --------------1 Qo..wfr. O+r ri Jar 40wri. 1. DESIGItATIOn p,er Md•J'.(Y r».r,C ErT.+R • , „tea*E'+Eoc.".E'+c•'+Er• t Catch basin opening 1 1_2" 1 tw,/ 'r-- I 9 TEIErertcE "`` S CD•"r t, Top 01 Curb t..-12� P 9 Top Of Curb tEtisl. T.C. �s 4 rod (J15E A 1i10' ! ViTN LOCAL DEPRESSION NO. -'4 r' I r - -- - ` ' Av•P+r CAICN YUNLESS OTHERWISELNOTEU Ull Tilt GU1LRk,►LAN iT s -ear}"_,J295 r M► ---- 1 See Note 2 t I '� 1 r See Note 2 1 ' - ---- ------------- - ---- - �r� re ,,ws.•"� _orf 1 t_- /her�carT f t. C(Wit[T(A ►I►LS: D.101' I P•. � 1 I / A 1 1 , 1 moi" Mom ,��_ f - �--�1 Q,1 Lae . . l 1 n I 9IQ'ar -�1�'�"QA's - Q- I PIPE w1y tt ON Ally AL I[:IN[nt ANHIErEU Tl E --- 4 R MANS if tr IQ• DETAIL OF DOWEL NOTES' , __ry I As s/+a..►trCo ilii+✓aa.sJ- - yiq� rMIN YASIiI CIINtILR AS SIIUTAI ON Illi Ulil[MAl 1'l R:l. I - - iD n o ., o, 9, ,�: I� t : •'Ai 4'- :• I. All crates M waaA pooh ane 01ecM Mall M 380"LIE 1/K. LERGIof BEFORE TIK Pi ACLMLIII Of LLNICRLTL. Pin+sotr all _IO R 2. All holes m steel posts and blocks shall be 13/16'/ molimum Oi Warped � r3� tl 61 : ,,*Warped `�`- ---------------- -------- - - � ''IYs SHALLURE E TRllet[U IU 1111 f1iML SIIAPL A' t E 3. contractor may submit alternative steel post Desats ler Eng+eevs FLOW I Surface c'' ' ,;I 1 I �1 i/ Surface © ---110 , f �B CIYLC,�►.-C-I'C: OCSIWI, rc'•3OW psi CUIM•N[SIVE S1RE1K,1N I �I I I YII `� -_ I _T BL i'-�\ J AT LD DATs. FLUOR OF 111[ YASIN SIIAtL SLOPE fNlk4 ' E• 4� t'" - i Sym.obefrr( approval. 1 I 1 I t AW,nf ,oar Q•gl Flow �t� ALL WALLS TO TNI[ OUTItt AHD SNAIL at GIVL,1 A _. -o - -i1,'•t4E"SM 4. Terminal seNiem will not N imtollM en the trailing and e1 __-- arptd / I r ---4b C OPJ2-- - -- - - _ �,•2�,�- I ea,u-i4E' guard roll placid oaloceni bane way roadways / ' --- ��W ' I of of '-' G` �, /�' For ate lA,/s rRot,//fu..+•t, SI[El 1ROWEt(U FINISH SINEf ACE. Stk[ll-SIDE WI LS Gullet flow line-' A � : Surfocet--__ I nl O1 I 1 / '�- E- � ' or THE YAS11l SMALL 1L PUURLU TO TIN ItLVA11011 Of +.•, SI•N ',{ Sw'f•e Ste Note 193 Set Nale 193 _ I ped 451 - T t' UCL DEPRESS1011 ON STREET SURFACE I � 1 � see Sccf.o.n A-A(Cise A_____----- -----� . V E71 E91 �WOr THE ADJACENT LOCAL 'it Sbned hole - - _ _ I ` 1 I �I � Surloce�-'' 1 v' � � I� Slip psi Qr9 tib t�'N�'bnr•v od o.■ ++'evlde•serrs..r' 0.10• - FLOW `� 1 InI NI I I I- --► CURVATURE IOPEN THE SILL E FORMED SIUE WLLS Al TILL T , I !�• Him - 1 -� I I t 09d sed Abht 6 I (- E MFI AND AL OP INS( SNAIL , CURLRS LAND C IKRL5; ' ' E POSED EDGES, lrR CfrRUIRl, AND CWKkIIC a• I , ty,Ofe..d he.•�•. •• Ipf•V4K $sine arail r l PLAN e ,I I\ I -•-- .� - �_ r-//�.� 1 IO METAL MAHE LOGES SHALL s[ GIVEII 1/4" NAOIUS pr i•••"••,e'..cr.r syrnsrd section For Catch Basins Nos 1,2,3,6,7 A 9 1 I ' 1 1 • W( - ` FI lr n•Im� ewer ; _ ' i CDuif. i 111511. SURFACE OF All LAPOSIU CUIKft[IL L«•w RAIL SPLICE TERMINAL SE TC_ SONCW49EAM - of trafficSe: Note IIS S / L 1 SHALL COI/FOM I7 SLOP[ =- �- - --- - I W 1 K 1 - i Ab EB•l•1L , 7 f. I f RADE, COI OR, A:IU f 1 N 1511 RAIL ELEMENT `------- ----- ��! Q'� ' I TO Till [i10 Tilt, OP I'rJPOstD CURB ALU WlK TYPE -B' Catch basin opening . • Catch basin oDtnmq S Q2 0472 AUJALE:IT 10 Tilt Y15L'1. / per pwg. No 2-0232 See Note I I3 3 . / ' / _ `� �E- --- W t. REI fORCENC T: (STANDARD IMAVIN6 MO. 2-01)1) � N tl ( I • 1 .... ,S- •!ori t 6 9' - tJ I � PLAN � ----------------- -�- -� �- - -----------�- �^ IW SLAB-AS REQUIRED ON THE STRUCTURAL PLAN. WALLS 'Ow J Y'soap sesw' . --- U_ Ass /• I we.103, U 1 I L • NU. 2-U172. SECTIOII .. K ' r � i � 1 i AIp flONt-AS REQUIRED 1t 51A�IUARD DRAWING awe e.aero as•s N •=�' MN Co.••sr- 11 Do __4•_. r = , 1 f For Catch Basin No. 8 -� 3- 4 , A STRUCTURAL PLAN S. DIMENSIONS: CUR/ FACE AT THE CATCH BASIN OPENING SHALL, ries -cLL11- ----- 1 Case B only R _kSk1_WIREO IV $TD. DINGS. NO. 2-D415 OR AS SHOW ON ' • ,� ! --- l I I 1 i NOTES: Fi.-s OAvow awls& oAn-an V -- THE GLNERAL PLAN. 1 12- 1 1 0 I. Elevations m artsr canes and avec►edge shoes conform to finished street surface r D Ate >' D?J2 r V 1 1 --_J = ---1 I Ps ":� •I y� Y•)', 0.20`. t•2E`, V•E'-0', UNLESS OTIKMVISE 51g1a1 UM t7 I L ' W I K I unless otherwise shown on project drawings. 1 THE GENERAL ►IAN. t'/. '6 'E I Catch basin opening 2 Where no curb erfsis, curbs shalt be constructed between ends of Local Flaw t L 3` -I Depression. The curb section shall conform 10 that of the controlling agency. ,- /r ., ,--., Y Z V (MIN.) L SIDE 'T 3. G-Existin Iter for Catch Basins Nos. I,2,3, and 8 (Cost B) Lep SECTION A-A 1' :�" S FLAT PLATE WASHER ELEVATION g yr 1 — -- S/g"r RECESS NUT /B"s BUTTON HEAD BOLT p F POST G,•Measured to outer edge lot Catch Basins Nos 6,7,and 9(see Section A-A) © �1; 6 CA-- B D 30 ,'-C• ---Note; Token along Gullet Flow Line L• K• 6 feel unless otherwise specified on project drawings. I T 1 J H. 1 inch when G • 1 loot. p..,Co,TOfO- �; �i. .,� Fsce, ,oro/e 0AIM"Wnl9 5'-1`-(Ok-FR'1RE Y• Toenail with I.16d gel neit �3�]-t ,/t.� 'f8 sno suPPo, t bolt - o"tfe i elockbe-w past and roil on loch side of the Mock l !posts G H• 2 inches for lengths of G greater than 1 loot On Catch Basin No. 6, Case 1 � tea,,,•/ _ F1 p+r O.y d/o POP�? e-15' To til' FOR (CAS[ A) I Qrp/,or•s/ ksysd ,di' ►•20' OINF FOR (CAS[ 1) Go _---_...e 8, H shall be measured of the ends of W (catch basin opening). ; S�� Y Prohee/ton b.r psi Vt FON lufLUW PIPE AS 511OIA O11 THE • P ► • -- i -I Dw 1 S Thisrstondo drmoyrbesused to shall NowOOlram born directions (Eaceplions: ' �~ / I _ ' ` " tb P-D/73 Top a1 rEl Fbt plate wafter w Reil Catch basin fact Plate per )-------- GENERAL PLAN. "os- S•Hca tPos'bolrsbt Cutsleelwoshr ^ To of oil l o,nl -_ _ ------- - ----_- -.-'_ -_ q No 2 D'132 I 1 P 0 D s A. of 28 dogs. t' r is-,e - - ' '57 • Lop in direction of lroff,t Ground Laic a � _ I -- - I I 6. s1En (s1A,roARb DRAWING tor. 2-o96) Zt ' MH frrrue ( Got-er' ' • ..Cl1 I Ste Nole 1 d 3 Catch Boslns Nos 6 and 81. �I I psi LA q A/0 P-Dr f PLACE STEPS AT I2-INCH INIt"ALS IRON Till FLOOR OF o �� • 3,b`COrriogt boll a+' Shoulder Surfacing -- - with het nut under rash • � Traffic qr� � � � Traffic - '� .• � I S�-_------ - - J � 7 1 I'•2'OF. SIDE FRONT I i �, t !-O'__ t Art/s1- 1 _ ( � �' J ? � 1EIE MSIN YI1N THE TOP STEP Al 12 TNCIKS (NIIII►kl'1 Block 1-Grate LOS ANGELES COUNTY _ ,_..--L--J E t?-'1eT4d / ; BELOW THE STREET SURFACE. CONSTRUCT STEPS DN ���� B' • . :•.,. •: . �h'" A'syEsd/ant, - - FRONT VALE WHEN CONNCC1011 PIPE IS ALIGNED TO IND WAIL. 6" 6"x S'DF Post o D.F. BLOCK • '' 1 hensd ( P J -- -- i 1 FLOOD CONTROL DISTRICT �: E ( P'ok PrP by[/.� Qo o.,y ----*-- --) Cx8"x5'-4'D.F W : o t-' Soo 1 .G r4' rJ' ,, �+ a:• LOS ANGELES COUNT Y Post 1 ' LOCAL DEPRESSION NO. 4 = icy_ \ ;� FLOOD CONTROL DISTRICT PLAN ELEVATION Post spocinj 6'-3" CBC. A' I 1 _ _ •�s>r a► �' _ c_._B ♦6,aa,a►�91®_ -4��► t I ' 9-�-/ 1-I CATCH BASIN NO. 9 METAL BEAM GUARD RAIL eTATf OF CALIFORNIA - ----- --- ' orePARTMENT OF TRANSPORTATION PPPPPP REVISIONS f� �r 1 ( '�/qiic �w�lkt WITH WOOD POSTS V A SM. race uUE oucA,ruo« _L•�L SECTION B-B v � I STANDARD HARDWARE m I �� _ 1 PLAN, SECTIONS AND DETAIL METAL BEAM GUARD RAILING """" +o ore rrEwSED LAID N)a T,IN •--•-»••• ..._... _ ` R 0 ® 12-e-13 ADDED c B No s _- C.F. r_ (_�►_,... ,, .r!,(.�� LG� Q 45 ID REVISIONS -- SECTION A-A ""•'^ w►►wevro:v'• -�-! _ f s.s s f� J ' �� ; .w....,..er...r.•e A77C-12 ••y --- / sub r.orc o l,on N 0 LG� -, c✓C.N( s'l 11 Monho! A/ternihe ..._........ f fc'1'�n -�"•[+�A�-f'�- - (APPUCR&E MR75 OF STtW009O) •-''.r SCALE OATS DWG. NO. 2-D 415 9 /1 f"�-t'� oar !y„ Allo w►►wov[o a d . ': 6. - w~ NONE IMAR,1466 sNEEr I of 1 �4C. � _ '--t A-fH 2'OP24 SECTION A-A KALE DA,s .." .Inr1• tun ..—....—... .... DWG. NO. 2-D471• CASf /� NONE 12-1-73 - - srrE t, 1 or 1 Conerrudron Join/ ��, Q CAP, SEE NOTE I - �--^-L S• BARBED WIRE I 1 //�r �' NOTES _ /� ,f dors ♦ /. Values rear 4, D ono' C are shown on the pro reet +• E STEEL TENSION WIRE SEE NOTE 4 [ r r - 1/berahtforcenrenr floor N• �' I' b' NO re 5 3"TO TOP OF FABRIC SEE NOTE 3 5" ,d 1 - / ' I of bars i �I drow:ngs. E/evot/on R and Elevation S ort rot of s/oor -rrgpNlMr// 101k.I lit I&IT-e•prwe" Ole • s use 7rpr 2 A4,om,�Na// / `rlE oEJPu" /d o C. shown when re Is ed cel- Note 0, -1 ya-s r•, r •y, ` �r \ }� !v Y�- S" FROM TOP OF . Q ' - ! PIPE RAIL' II I. 3101flona specified al dro,rl o d /Ae w[1Cr.rrclAwrE of -TRUSS TIGHTENER ` FENCE / 1� -C l > "9' PPhr Ey =U1 :-,-„ ,, ' '` + / _L-- cArr/ler /rr/p of morn /rite orAd /otero/a, ercepl that `— - r �a. /N/ , :[...e•-5 W O -'•;_, ,, ,STEEL TENSION .r CHAIN LINK FABRIC. FOR / •' F t 4 L` K BAR Y� t� rr s� bolt) ways Ib be slolrnya fpr catch bofrn connector r e / �t-to1 N/EaNfp /-o i Wbrrn sAt,w-r' /AV Jrooet. /r •"`.»-..ti,-f . Z !' 4 Barri, /d a c.. SAre JEnuo-r 4.l9tlB z - CONFIGURATION OF TOPS r E _ P P 4E!°Y Z O 11 BOTTOM EDGE OF FABRIC • _Jr; F dors - A O/ :nsidt own or s/rvc/urs. 4 t \ J 1 f00 O LINE POSTS SEE SPECIFICATIONS. Tx prf6i,7df I wsd when d if ' ---I r- t/enyrov 'P'++"d 1' tuprt y r afJ'r', A, /Ql/nfOrC/ny J1lee/ alio// be per Z O/7/, s/rOryht Opr,ono/foo,;np Lines e/ro/l rbrpr roan rot l o q`N(t -1P O� A,J it■/r s J dart i0"or nxE y W N • G 1 bars /A' clear lr*m tote o/ concrete unless -� -` -1 A ` Y ;-. -TIE WIRES � `� /O"aC, - Fn , ' 'ur,t osno� 11� q,0p 0Q ,< � ? GROUND LME yc i SECTION G-G otherwi_ or shown. y !+ SAW I / / I W bor,S ore of Size and acro Specified for wall i"y ur«rLrrre �� rte' /s' �f .kbtnd drs�Ara to spacing •oP f FO' vo''oprr *C/ Itis IiDM A.P. ! / r�t•+ y Aloop►qr r - % 'ort.I ; P !swa,µr tl r oP}ceroX ro'd'ua Of Slee/ on /o/on, and Jho// be cut rn cooler j�y _ _ S _ �Aev J 1 of o enrn and ben/ in/o f and bol/orrr / /f//s STEEL TENSION WIRE of Asia", 6,'rra snw,a� t / !D. o!latero/with TA 8 L E P 9 qa sem" 1 rare-nor/vr / I � % ��Anp/e ar rhra' J7/i 1 `w Ora I .+ 1/e'x I STEEL TENSION W A 1 r_: o morrmurrr o1 36. /b^ dimensions of ehrdron alruclt►tr. wrnco/ after /t � " _ n �j/ / J TYP/CAL LAYOUT EXAMPLE A`'�' verrica/ ! 1 b BAR BANDS SPACED R CONCRETE ` q I ,r and bar arzry Omrl f/ bora when aotfrt of spur is /I'or less - r/y I L - ^ [hr b low affil f main /i an Omit r AT 16 INTERN!'iLS a s o m free, d o l G bars , b/e 14010­_ Yesrr - 1 _ N r »IIr w when Inver-1 of t ur /t /I'or /Aria o4kwe fbor N f P I L�J " I- 1 w �. -E -O�£ dart T 2 : of rs[oin /ins . A� i 'o•eea i !r �P36 I BOJ° 'J 10'-0 MAXIMUM 10'-Cr MAXIMUM (i'•t (,~A"l W'Q A Junction JtruClury shall be ovrod monoliMieo/l : I + T • • C'b Il P y N.r I I 1 ` YP Soo»"c"°opt E C Errrnd arI 'taaanal r/ars in RAIL A TENSION ROO PANEL FENCE PANEL i -O,C.H,/G sora *I main Jrns storm rrorn, manhole or 7 a / MRi / i 7 1 /• n It leyvrat N top of C'Sorn I I _;! Y a, ' Mr ror/J t•O'rn/o rrrrps,ucepr f O ? ran b pre J-/ r n ! f/J:'cat i i/ C t J O C / I dad O e I 1 rVnE I t 3 sM,ere erpenr,On Fro occur!. I 1 4 Ar• ! Sow/ e►t [ p s floor, Of a/ruC lura !t)0// be i/e e/- lrowe/Ard IO Age orroor/np to Upper i I I�aoo.r wn,ee Pra•rfd TYPICAL FENCE ELEVATION 1 1/ s fee Joon psi a/ Af da/se I i e `~ 3�nr IafJ•�,r•w• 1 QI 1 /A AT/ /he Jpr`rn9 line. •.i' :,I,e w i. y EIId or'C"bort N• I I j ' O Ste S ondord Poon /Desai/X • z � N• ,�I te ! vtrrrcol / 7• Embedrrrenl P y{ I ` I 1 I ' T err odmor dy • 74 S b , Jha/l Oe- S t far B r 96 or /Aran N I I I I 11 ro Aro 4 rc reCnon,t r+ ranee, ; ?7 !' and 6"for 0 over 96, N. I w i p I 1 �_ %d'bors �- I =d•bsrJ _ I !0 W d• I �'+, b I' I Ec9"R T 9 R 1 N• I�: I - �-� t I O,i i "t i nptr r✓ 'fr v i fr S r n t I I d. When f/e o/on Rand E/evo on are o shown , - „ R-r,.rowr/,/Qp/eo/.e r,r rhaR 1 3011 t 7i' err- Iw v'J4' I fol.7' 1 R 1 on the ro ect drow,,7 s inlet opening shall {o// G Trp TYPICAL RAIL f!TENSION R00 PANEL Construction Jl6 P � P 9 I I � I I � I / E 101 INTERMEDIATE AND SLOP!POSTS PLAN janl. 9 7 inches below the soF1'it, and in/et pipe ilio// be i'II I f (, ;j SAw-r'c'sarJ c ° c ° +P� I' SLOPE OR SMALL BE INSTALLED AT NOT 41 laid on a strai ht rade from mo/n line to catchPLAN LME POST INTERMEDIATE POST MORE THAN 300'INTERWL1 9 9 I w L w a r«or slope '' \f ALONG FENCE LME AND AT New o'tsrahn9 o"'•t^'dA01^ 4 basin or to grade break in in/et line. e c 7' 711 e" 6 s /s 7 .•/a rYP/CAL SECTION TYPICAL SECTION f�.'e% 7 A' rRrrelttgwir•ftxrwfrts'r o/ p(pE GRADE CHANOCS EXCEEDING 8 - • ' ?• 44 Elevation S sho// be shown on the roiect drove:"n s H=4' THR;i l?' H=.3 Tn RU 16 =11111-07 •np•a/•KJ•nr 45'N:Owra r,fo x ALSO APPLICABLE TO CHANNEL •. •' �. ( -W nary .S/ P 9 .wn FNq,or pv Chan d PIPE RAIL FENCE. '1 '.t 9 U when inlet opening !ol/s more thou C Inches be/ow bar oEr.eol • N r r 1 • / 9' >.o the 1oFFit, and in/et pipe sho//be laid on a straight REINFORCED CONCRETE W/NGWACLS _____ __ _ ` ( O Dort A sMnf>r4nd d0 • r grade as stated above. 'N• 4' 3' 6' 7 e 9 0 r It r3' rt' /s' 16 I •�' - --