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HomeMy WebLinkAbout1480 BOO MAN 1. �ITY OF RAN040 CUCAMONGA BM9FK)08I pw AT NORTHWEST. CORNER OF BERYL AND 19TH, STREET . EL r 1528. 13 A 2 . CITY OF RANCW CUCAMONGA BM*WW AT KE ­-'C0RNER OF AMETHYST AND 19T" STREET . -' EL 1495.99 BASIS OF THE CENTERLINEOF ,�JINETFENTN STREET FROM BERYL AVE. TO EAST, OOD' AVE. HAVING A "&E�N BE 19t'h STREE.T -:�1�`MP'Rv,V" E , 92if"k NOTj§ BEARIN& OF N 89* W 5CrE PER TRACT MAP 12577 1 ALL WORK SHOWN HEREON SHALL BE CONSTRUCTED IN ACCORDANCE CARNELIAN STREET TO AMETHYST STREET WITH THE PROVISIONS OF THE AGC/APWA STANDARD SPECIFICATIONS, FOR PUBLIC WORKS CONSTRUCTION, 1991, EDITION, AN D 1992 $VPPLEMENT. . B.4NY.4N A:S AMENDED IN THE UTILITY NOTES E�T� SPECIAL 'PROVISIONS OF THE PROJECT SPECIFICATIONS. ' THE CITY OFRANCHOCUCAMONGA, AND CALTRANS STAN 1. THE EMSTIENCE AND LOCATION OF UNDERGROUND UTILITY LINES OR STRUCTURES 2. - A-, DARD PLANS AND/OR DRAWINGS AS LISTED HEREON SHALL BE 'CONSIDEREDA PART OF THE CONTRACT DRAWINGS AND SHALL BE ON SHOWN ON THESE PLANS WERE OBTA04ED BY A SEARCH OF AVAILABLE RECORDS* z BUT NO GUARANTEE IS MADE THAT ALL SUBSTRUCTURES ARE 94OWN OR MAT fv- - THE JOB SITE AT THE TIME OF CONSTRUCTION. THE LOCATIONS S"O"4 ARE EXACT. THE CONTRACTOR IS REQUIRED TO TAKE z FES w DUE PRECAUTIONARY MEASUqLS TO PROTECT AlL UTILITY LINES INCLUOM 040SE 3 . ANY CONTRACTOR PERF09MINO WORK ON THIS PROJECT SHALL < NOT PF RECORD OR NOT SHOWN. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING LEMON .............- 4VF=NtJE 2. PRIOR TO EXCAVATION CALL UNDERGROUNDSERVICE ALERT DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT TELEPHONE NO. (800) 422-4133,TVVO WMKWG,DAY5 PRIOR TO EXCAVATION. SUCH FACILITIES ARE SHOWN ON THE PLAN. 3. THE CONTRACTOR SMALL CALL THE FOLLOWING UTILITY COMPANIES TWO WORKING AN ENCROAC CALTRANS a FROM DAYS PRIOR TO THE START OF CONSTRUCTION: crVIL "M 4- A PERMIT SHALKE OBTAINED FROMATHE CITY­6F RANCHO CUCAMONGA c ENGINEERING DEPARTMENT PRIOR TO ANY ENCROAqUMENT OR CONSTRUCTION WITHIN THE CITY1OF RANCHO CUCAMONGA EASEMENT OR �C144� GENERAL TELEPHONE CO. (714) 983-1811 T Uj CUCAMONGA CO. WATIEO DI!STRIa____(7I4) 987-2591 S RIGHT OF WAY. w w ,--�,_ AVENUE w HIGHL4ND SOU THERN CALIFORNIA GAS CO. ..._._.,(714) ,335-7711 G E 5 . THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE AT SOUTHERN CALIFORNIA EDISION .............(714) 910-501 SOUTHERN CALWORNIA GAS CO.(T �(714) 529-2889 G LEAST 3 WORKING DAYS PRIOR TO THE START OF ANY CONSTRUCTION PACIFiC TELEPHONE CO. .......................... 7141 fi" '5662 T FOR CONSTRUCTION STAKING, CONSTRUCTI(�4 PLANS S*ANIONS CAftE TV N4 WA22 CATV SHEET 2 _f_SHEET�3 SH WT 4 54EET-9 6. TRAFFIC CONTROL AND SAFETY SHALL BE MAINTAINED BY THE SHEET 6 CONTRACTOR IN ACCORDANCE WITH THE STANDARDS OF THE STATE OF %,— . 19th STREE I f ESS/ 14 Pz,I Z=- QU CALIFORNIA BUSINESS TRANSPORTATION A" HOUSING DEPARTMENT . ..... (S.A,F.E. ) "MANUAL OF TRAFFIC CONTROLSFOR CONSTRUCTION AND MAINTENANCE WORK " 1990 EDITION, AND THE SPECIAL PROVISIONS. ItA# TRAFFIC CONTROL AND SAFETY DEVICES SHALL BE PLACED AND SHE AL ET ET 10 SIGN__/ 0 rH MAINTAINED T T E SATISFACTION OF THE CITY ENGINEER. NO SHEETIR STORM DRAIN ANNEL SHEET 7 STO RN DRAIN 44' to SUCH DEVICES SHALL E REMOVED OR RELOCATED WITHOUT APPROVAL SHEET 12 SHEET 13 7_L SHEET 4, OF THE CITY ENGIN R. ONES V OF , STRIPING 13 7. EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE ISTORM'ropAIN CONTRACTOR UNLESS -OTHERWISE NOTED. ALL PIPELINES OR 2 '"A SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER 6. #A M _RS. VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON z ............... ET9 z THE RIGHT OF WAY LIMITS OR IN ADJACENT THESE PLANS WITHIN :c AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, w _j RELOCATED OR PROTECTED IN PLACE AT NO COST TO THE CITY OF w z w RANCHO CUCAMONGA. a: (M i PINNER WT 3.5 < _Ap� PRIVATE AND PUBLIC UTILITIES SHOWN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS, BUT NO GUARANTEE IS MADE THAT ALL TYPICAL SOUTH DRIVEWAY PROFILE SUBSTRUCTURES ARE SHOWN OR THAT THE LOCATIONS ARE EXACT. 4 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND 'k NTS. UNCOVERING ALL EXISTING UTILITY LINES AFFECTING THIS WORKS - E t drivewor at STA 5+16.4 AND THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTZ-ONARY MEASURES TO PROTECT ALL UTILITY LINES INCLUDING THOSE NOT OF "N.-and at STA21+71 RECORD OR NOT SHOWN. 9. CONTRACTOR TO PREPARE AND SUBMIT CONSTRUCTION TRAFFIC CONTROL LOCATON MAP NOTES fOR STREET 'TREES : AN TO T"IE CITY AND CALTRANS PRIOR TO WGINNIN0 *VRK, 0 1 f I PL SCALE 1 ARE TO BE PLANTED IN SHE ALL TREE$ f" - ETS ACCORDANCE W1�4- C`17Y iTANDARD PLANS. 10. ALL BENCH MARKS ALTER�p, MOVED, DAMAGED* ETC. DURING CONSTRUCTION SHALL BE RESTORED AND THE CITY NOTIFIED 2, -PRIOR To., ''T Jt; SHEET QFSCf31f!TI0 HE,,, ENCEMENT OF ANY N OF SUCH ACTION. ONSTM PLANTING. �A]4­1 AtkONO' M I C SO I LS , REP(r 19 TH STBEEI REQ IT 'PURN I SW6 TO THE' ' C T SHALL BE AL TOXICITIES OR, 1 TLE'SHEET ­INSFIECTOR. -AN,,Y, CONSTRUCTI61U t IEI ''MAY NUTRIENT DE I I 1 4c RE00 I RE -5 PLAN PROFILE - 19TH STREET RECONSTRUCTION A OESMIPTIOR NOTE DESCRIPTION NOTE DESCRIPTION1 NOTE DESCRIPTION 2 BACKFILL SOIL AftMt NTS, S DETERnINED NOTE ZIRCON TO AMETHYST BY THE CITY "INSFECYOW. CULVERT EXTENSION ARE SUBJECT To 0"0 oFESS 3. ALL STREET, Tkiig 6, PLAN & PROFILE - BOX RELOCATE =TWT 24* R.C.P. STM 00411110 IM) COOSTRUCT CATCN,BASIk AIM L9CAL DER PERVTY�sm 300 307, 1 NSPECT I ON , AND, 13Y THE c0q.. e ow (BERYL HELLMAN STORM DRAIN) _ENGIjNEERING DIVISION CUT RELOCATE FENCE QNSTRUCT NANNOLE12 PER STO 31q PLAN PROFILE HELLMAN AVENUE STORM DRAIN, Flu RELOCATE K411AX 7 " 4. STREET TREES AXE` TO' BE COWT, PQs. PLANTED PER IXFORT BORROW RELOCATE SIGN CMT 28, cs. PUBLICIrIPROVEMENT LANS ONLY. 19TH 'STREET STORM DRAIN IMPROVEMENTS PLAN PROFILE RELOCATE SPRINKLEN 101 CLEARING 160001#6 Mwjm SEPTIC Tma Pbt SPEC. PROV.3CS COKST 14' C.B. 11 i -. 011w 41". F 9 PLAN PROPI LE 19TH STREET STORM. DRAIN RELOCATE 0 OTKRS lownwy cxm 9"IN *ar P" STA. 27+83 TO STA. 34+49075 1rv"#fw1sr"Fjr -PLA". tow. 14.144LB. OEM At PAVEIIENT RELOCATE UTILITY BOX a amows ON OWST 25.04*C.IL to SIGNAL PLAN 19TH STREET'AT BERYL STREET Z*A W TgKff 17WAW&qqgj-00$8T RINOVE BLOCK WALL RELOCATE POWER POLES av SW - ! If."' 7 CONSTRICT REINiORC0 CONWTE PIPE COLLAR CONSTRUCT i df4ft PIR"91TY Rf#OVf ORICK OUR PLUS 04CTIONITRUCT SIGNAL PLAN 19TH STREET AT HELLMAN AVENUE,& AXW 61F?Wr 114t~ ON3olol 1 RENOYE Cal AUUST TO GRADE PER L.A.C.F.C.D. STO 2-013 STO 3V 1 -01IT34117 4 RME C. B. , ANUST NANNOUTO GRAN MT 33" JUNCTIOR STRUCTURE CARNELIAN TO AMETKYST, Lit 12- 14 STRIPING PLAN r ADJUST OETER TO VAN CONST 54' MTION STRUCTURE CONSTRUCT BLOCK WALL PE1 $TO 406 0 -6 REM FENCE 919 V*11 RME FLASKO AWVST VALVE TO GRADE 04 X 150 SIVNPSTONE no WITH IS* PILASTERS CVF ')1-52 �51Ee, !SKeeE--r �A- TO NATCH EXISTING ICONSTR=� VV'M WkktR LINE. 00NNECT RMVE GRADE DEAN BE IN APPMRA11M t�%Vwh WA". E 0, EX SEWERCYINE Or TO CIRNSTRU ",g,,PAVFME &�VER a COU34; 54 ge RINOVE PCt DWY APPROACH S AgAl. CONK w" DESCRIPTION OF REVfSI* DATE RMINEW. IN FIELD� INSTALL TRANSt Aa=FIELD CHANGrED TO ! RENOVE PCC SLAB REGRADE DRIVEWAYI LEM PER PLAN PROTECT SEWER, BACXFILL FRON TOP S 4VCP AT ffl�STERN END OF PIPE. c MTRUCT A.C. OVERLAY (VARIABLE THICKNIESSf, BOTTOW 80 IfOOING V/StWY (1-t/; U CUCT4 RWVf PCC SPLAS# APRONS =&TR 4 VFP SEW%R LINE AND' RMVE SECTION OF 10'X6' RCS INSTALL SATES AND FENCING PER PLAN T fo 8 VOR 4 VCPS"ALL OONNECT CIT ' O.t3' IIIN.t ALL CRAC" UtW @ COST NIX) TO PROPEOTY'S EXISTINO SEWER SYSTEM JUST BV(*E SEPTIC TANK. PRECISE LENOTH CRACKSCAUM BWORE OVIRILAY.' AS BUILT OF PIPE *0 BE DETERMINED IN FIELD. R 00fALL 24" CAW(SAM 16) 'ROVEMENT. ,-PLARS" RE11OVE SIGN POST CONSTRUCT A.C. IERN PE *L --s", INSTALL NEW 4" PCC APRONS� &WMX-t A.C. DRIVE APPROACH PER STREET. IMP pl§" MT, TYPE A REND" TREE/STUNP ,M=FtED CITY M. /01-A L -VERT PER CALTRANS WE 1, 9 Tlt� COWSTWT NISC. k.C. (.251 THICKNESS) CMTWT'#ANICAPKO RAIIP PEO,#CA TRAA CONSTRUCI( PC.C. CURB 0 GUTTER GNAfU fft REE ' CONSTRUCT 0 M BOX C14 OM ; a V STDW1PA0,CAft&' (W= 11;X=,' PER CITY 1STD /04k RENOVE. INTERFERING PORTION M PLAN M AND DETAILS ON SIMS L= 5') CITY OF RANCHO CUCAMONGA CONSTFACt 8 Xp, BE" PlEft,,CITY STD 30. 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DES/GN R- 4.6 V ah \ � a �N ne} f\ n YIN h \ �n a\0 �� N _ _-a_oo .� \ a �� � a h h' tJ.9G'0 _ — 8 TYP/CAL SECT/ON I �` a — — FAVAf/Of55.89 7012,130 1 T ' LJ SCALE vEa •, �, 14 0,9Z -f Yl 34, 'd: d0j � h +\� � FOR A.C. PAVEMENT, USE; 150' VC `" �. `- ` �- 211 TYPE C-2, FINISHED A.C. COURSE P/ = 14.8 5 0 15,125 204' VC l �X/ST. SLY 7`C- 14' 1+ �j P/= /4.36 S) /74,50 R/w 311 TYPE B, BASE A.G. COURSE 51Y k/w \ M AC BERM ® 13 � 32' 1z1 ZO — X/sr. GROU r� 5 zY �/w h h $ A b y 9 �' .t P p` o h V /► o -• q0 dip I I h /t7t/�T. �'Ly 7.C,. ti ^R�ESI pA LEVEL LINE I VK 150 VC 2�/,vv. i DE516N TI= 9 PRoP�B"X 3a~ Ex�sr/8"x30" Db-5101V �P-49 PJ : 14. #O o 15t 25 c�PA C�Ii/PA. TYPICAL SECT/OAl ATTF/VT/O/V V/ERT. SCALE 8 FROM 13 4 9 TO 16 -i-5T,70 B VERT !=1' , * / m 3 �3 14 /5 �6 17 ��: /9 ?0 � m DO W W e Q A CONSTRUCTION NOTES G � 1 ry a I 5 � � • 0/-34/-4!e 201-341-45 20/-34/-59 1 20/- 341-58 3 201- 34/-q3 I 20/-34!-07 I 24/- 34/- 06 20I-341-05 CITY 0 Q.C. 17 v 5 1 I I 6 1 P 5 5 IA o Q W W 7 P P \ V ! I 7 5 15 OP PROTECT IN PLACE Ill W Z � } Q _N � 0 / 3 W r, t • � F 5 I 0 p c� W W v, IU Q O REMOVE W Q v o W v I` "� 3 q �3 4 °D '� Q ° 3 �o o A '� °� Q °0 3 Q W °� v. q ti A W It 0 ti 0 v �► ' J 3 ►: I• (d I• k N J N 0 Q ^ J I, SZ W N W m + vi lL �. I cn �2' v i0 n U _ - u A' '� O REMOVE A.C. BERM ltl 0 0 b J �, W N - N k n y '� ^ I; Bbl : °� vu Q a N J 4 Q n v Il V1 In 6 O N - .1 0 t tJ 3 �} O > , � W � o (� kk ' �- - tion V v h 0 th ` 0 �`34 v $ ti W � V O 4 COLD PLANE A.C. PAVEMENT, 1-1/2" MIN. THICKNESS YJ \ � N FIJI �I + I I 11 N W � N �U h1 ^ nl k Q P N V ti �' V �,, d `�+ �' - N O5 All RELOCATE. NEW POSTS FOR MAILBOXES BI SIGNS MUST ` rl,, V IV W h I n �+ MEET AASHTO BREAKAWAY STANDARDS. t 0 '%NI 0 n N D I In I I i' \ 1 N .�., 6O RELOCATE BY OTHERS v I 1 \ ` .q Q I M O A O7 AD-JUST TO GRADE IT I e V Ili w EXIST. R/W 1 0. 1 4 11 n h E I o 2 I T OVER 8 CRUSHED EXIST �/W I I I -I - I— I I 1 I o, Q O � � 8 CONSTRUCT 5 A.C. PAVEMEN 45 ASE. N I � ) AGGREGATE B 37 � p /4 12 * � 1 � ' ° IW � 39 ' _ � � I I 8 I O I ( I O9 CONSTRUCT A. C. OVERLAY (VARIABLE THICKNESS) 0 B _R 4 I I I I ALL CRACKSMUSTBE CRACKSEALED BEFORE OVERLAY. �c . _� I ( O ¢ e I I I _ 10 CONSTRUCT 6 A. C. BERM PER CALTRANS STD A87i t .�••:: . - . . ,.... . _ - --- -- -- _-- - _ TYPE A • : :y - ., , - COLO PLANE - -- - - - - - T ' COLD PLANE -\ 3 Z atn.M�' 3e�M �- '�- CONSTRUCT A.G. DRIVE APPROACH PER M !t t T _ 7. S r •o CALTRANS NS „ � A IED ATR i - y s M (MODIFIED) L 8 M , _ 3 cv i I . 1 ¢ - 4'G ---•t Y '- 4' - �._ } . ri'- Irl - 1 - �4� - - -- 4'6 / 4'G — - - --" /3 ^� _ _ ._ _ _ . _.. - - _- _-_- 0 ._ - � ;' 12 CONSTRUCT 9 PCC CURB 8. CUTTER PER CALTRANS % \ ?0 N 1a 1(89°3&'SQ E is �`o I ,� 1 0 ►� 3 10 i8 3 9 V //99'3!0'4/"E o STD A$7,. TYPE A2-8 %-- _ � /D A•/ �SS,a9 /9rH. s �� q16 P � N N99'3G' "E A./ f5d.21 /9TN. �P n CONSTRUCT PCC SIDEWALK PER sTb 103. IN PROP RJW9 S STAPC) ./0,,00 E'As7r- D 9 a ,hST /O+OOO/GGP/M ou T CONSTRUCT CATCH BASIN NO.7 PER LACFCD STD. 2-DITO ii ` I I11N 71m \� " -'� dW ` i?" r�"w` -�- 29 W AND V DIMENSION ON PLANS. CONSTRUCT BLOCK WALL PER STD 0 USE r^ T _ - o ___ _ _ -� - Cn �.1 SLUMPSTONE BLOCK WITH 26" PILASTERS T — r - _�_ _ �i m TO MATCH EXISTING. PLACE PILASTERS W 11 0. C. W WALL HEIGHT- STEPPED) W I 4G ` 1 s 3 D �� W W Q CONSTRUCT RIVERROCK SLOPE PROTECTION W SEXIST. R/W Z W I CONSTRUCT 411 \ 1 \ J EXIST. R/W n �, �. � C 2 R.C. P. OLD CITY Z 1 a \ z �/� I I p I f J y l h vJ 39 CONSTRUCT PC.C. SPANDREL 13 CROSS GUTTERAPER STD 308. X=3 REPLANT AREA TO MATCH EXIST. VEGETATION. © WPOOP sc. " eWlSr. 0VI rot6 (2 ^ s.) S-x7•f3 )Y10- CONSTRUCT 6O v '1 13 CONSTRUCT PC.C. DRIVE CITY _ °` g W a u P I ' I I �/ APPROACH PER CALTRANS DESCRIPTION OF REVISION DATE STD ABT, APPROVED 6 h a tit' >� CITY OF RANCHO CUCAMONGA a � h - N H �. V �0� ►• o cc Q h k ti ti h �, b q �, �, I G t m �W � I:I I � � `� '1 � 3 " V II a. PLAN PROFILE v V °� QD =•FIELD CHANGED 19TH STREET N � AS BUILT 19TH STREET STA. 114,50.00 TO S TA. 20;00.00 REMOVE EXIST. A.C. PAVEMENT ""�'""' '—""` SIGNATURE TITLE RCE DATE l CITY OF RANCHO C XAMONGA /� .���+ 24953 CURVE _ DATA APPROVED 8Y: / i 7 DATE:L DELTA RADIUS LENGTH TANGENT CITY ENGINEER.- ' OA 90-09',55" 20 31. 47' 20.06 NEW A.C. PAVEMENT - RCE. NO. DESIGN RECOMMENDED cc ` 1,4 - ✓Q B�/jC- NORRIS-REPKE,INC. Z- r�Y~ ,•''`. 1 'f / \� L Co.,..Ac...p CM E.,p:neeti n.W L..,d S.rv.ya•. Q © 89'50'14" 201 31 .36' 19.941 COLD PLANE THEN OVERLAY s CV 2062 eWALNUT E.s SUITE A = _\ DRAWN (714)730-8410 SHEET } . OF 14 CHECKED '�(��„� /'�� 31673 DRAWING NO. :-,moi>':�.. • ' • ---jam-- � R.C.E. NO I � DATE EXI? FILE NO 87 32 1'480 �6 53.173' Sf.9/' I 33 4 4` RM �, u �! ` N N ' e/4 °/a�/4 /¢ �'y '4/4 �/¢°/¢* �10 we 32 /2 I 2 � n 0 N h S N I h M til /4' /B' f ® r, �? N c� �' fk o PpOP. rn j N °` oo b 4, � °' -�. � � N � � � 31 m r S z �; N N N N N $ N N'L Y Oc o 4 o,h� w V o + W N N t'a TG VIN N f n h V _ N N v t\, v C� p ,! (Q �. — — N o p P'POP NLY TC i I0 h N v N V w 1 0� 9 I 132% 4-,07.68% ' N 3,1t�r e� 41 �, NIU Z �'1 o '�� 'f 26° �\ LY �� 2 3 f° 54WCUT I G0 0 P�C'OPOSED /V'LYTC I m `_ _ p 5 .r4•r� o ✓ 0.13'Min. /2 .._` _ a � 315 I —--� �! i FOR PROF/L E � !O /50' V C, �I OF STORM 02A1N `- _ DES/GN TI. 9 Pr= 22.83 4 22*00 I Q_ �, J J I,�I /oo Uc. -0 TYPICAL SECTIOAI � >` v f � -/ 79 2 V .► PI 7 26 5 ✓ M 4f0 7 D 2.0*00 i v v SPO 2 B. B T 28 a '` a �' �+ a a o ►. U �K!5TlN 'T"O P o GU Rte F 30 tb V e o a v Z4 v � � 9CAL E: ` / b N M /O' 8 v� N m �f 1 � � r•`1 � 8 t�► h � t. * N h N N N N o' N N a0 rn N N M bl a bl a b y �I o � v a + a N cv �v �, ao N PROF FS N 0 N N N N N I �i iV �v h M / tv m 0 3 Kl � �n � N N �m � � �{i� .� Q• N N N N N � � � �0 ! � b Ov �• 4IN N to 'b� h e 32' 32' /2' a P,POPOSED S Z 7 of 54.91' pG `' v V 1 3 � ;v m a/4�¢v4 Al '/ °/ 4"14 0 o >n + N rn00 P o0 + N Nt4 N Q SLY / N � k N � NN NN NN NN NN NN LAIN a v`N 41 PI i T 0+2• o � 2 C / A a � o v r o � I N e V, �Q ^ z` . - - - ` N N p t\ rya. `- �-- � " �. N vs -- - _ _ %S N � tai'm N ni "�• , vF5/GN Tr- 9 OCS16/V A'=A# • X50 uc. — — Pr-2za moo N 3�' TYP/CAL SEGT/ON g FROM 21,1/9 ro 22f 96.80 h Pi- /7,36026�Z5 �, KAE ,z NORM• / /0 0 J 8 FOR A.0 PAVEMENT USE: 4 AT7ENT/ON 1/ER7, SCALE > o , O � ✓E,PT / "=8 • 2 TYPE C-2, FINISHED A.C. COURSE TYPE B ,__BASE A.C. COURSE 21 r h Z6 Z7 Z8 CQNSTRUCT IVN NOTES �O 2 ZZ loo 3_ �� v � � Z¢ Zjr or 21 '04 4 40 � N E SHEET 7 FDR P PROTECT IN PLACE I►) 1 ,, — MENTs ATr15 Da FIELD CHANGED 16 41 0 /NTERSECT/ON OF io REMOVE 2/ I 2! P ® 0 4 41 % 21 �Zl_M4v AVE /9rNSr. '4p n _ .�o • ��. 3G X37 .f 14 t f� � 1 I; ti it cp REMOVE A.C. BERM 42 I e� �y f a N �/ SIGNATURE TITLE RCE DATE �1 _ 6 u � U `" 3 �cxrl �2� 8 3 � � /3A P P /0 I a � CITY OF RANCHO Cu AMONGA O COLO PLANE A.C. PAVEMENT, 1-1/2" THICKNESS m► ry �.O B6 I I u I 5 Q 6 P 5 ' °IL M r 3 Q ! 6 5 I 3 5 5 I o5 RELOCATE. NEW POSTS FOR MAILBOXES B SIGNS MUST W � 0 ti W W A ry� d W _ y' r Q MEET AASHTO BRE/1KAWAY STANDARDS. Q 3 p W 4 m o Q 0 0 �' 8 I I -- - 6 `� W ti1 1 � V W W W W 0 W W W W 4 ' 6 RELOCATE BY OTHERS 0 a2tz 0 - V 0 n Q o r W 3 W 'v r\ a � n ao � a v � � � tile : 1,� ;� � � �5 b t 0 1, Q h A �� L,C� 00 0 ; * n C=7 / W n d' �► a h ti ti a ` O ADJUST TO GRADE I o 0 a 6 I I + B CONSTRUCT 5 A.C. PAVEMENT OVER 8 CRUSHED 14- 2 0 �, C�` \ / a I a � ti (� I n I I z o n Cyt [/�1/�) o AGGREGATE BASE. 0 4-7 I .I tlj h N 3 41 N ,(o Ih 0 a �, N I !! 0 In N I� O o �N M X I m I 3 12 N 9O CONSTRUCT A.C. OVERLAY (VARIABLE THICKNESS, 0. 13- MIN) CV 3 PROP. R/W a I � 5 v ALL CRACKS MUST BE CRACKSEALED BEFORE OVERLAY. EXI T. R/W e� a 0 h 0 qI IW x I // /Z, ' } `4 x N 4 h • 10 CONSTRUCT 6„ A.C. BERM PER CALTRANS STD A87 ,TYPE A / ,. 45 5 ,. - /1 M 9 14- I I -;�- x x x I I �4 / p 1rI I � 5 12 8 ¢ 3 4j G s 4 i t CONSTRUCT MISC. A.C. ( .25' THICKNESS) ° 10 ; �y x X��—>r U N I� PROP. R/w 8 o of I I bl o �V9 7 �x EX,57. Rj{� ap FN. i O 12 CONSTRUCT 8" P.C.L. CURB & GUTTER PER CALTRANS STD 4. v N O n I /. QBND AB - 10)] TYPE A2 8 A 7 � 8 CONSTRUCT A.C. DRIVE APPROACH PER (MODIFIED) CALTRANS 4J- `'J - STD A$7, `�' �� �,/ Z - f 4" - - -- - - 4"G ---- - - -4"G,` -- — /2- - 4"C --� f�, 3 ... ! -- - 9F -I 103. 4's 1 , t �- j CONSTRUCT P.0 C SIDEWALK PER STD 3 2r "try �'st!'E _ 9 IZ3 + � I 9 2 29 27__ _ -`--_ I _ 4- w ABANDON SEPTIC TANK PER SPEC PROV. 306 W �J Z t52 S /9,1,457_- I V I /2 ) l2 / 1 3 ,2N o J 7 �3 / Lij m /2 8 � =/D o.oO�r�L Q T _ r f T m 27 CONSTRUCT A.C. DRIVE APPROACH PER 2"w Ir,"' - - . _-- ;°Q I ? W - — - - � --- — �= - - - — -- �Z-'"' Z CITY STD 101 -C. - - r- _ - — — -- - - - - 3 - v C � r�� - -i v Q t I 8 , r o „a i l� �o w IN v -- - --- - - - D Tt 5 5 EC TiZEE cu ; � - - - E E T 5 - I�OJE. D M L- T12 T ctrl TEC AL 5. R 2 i w Z 6 i .pv s � L.[1 Y - x � - .-- •- �-- t- r - -�--x- A I� J� f� RPt'RA4GhF I R 6T e�T ��v�IT 'G.0 9� � I/ P ' PROF' - - - -- - - - -- _ - _ _- - _ . -- -__.-- P R/W I �� �;�• p � o �� ( � � h 2E'o -i � s-�S..L_4-� LZ W ` ., �l 46 Ix , i o �4 ' •qP T o� - st�f 1 4� roEloF sLoP �' 21 REGRADE DRIVEWAY, LENGTH PER PLAN '^^ lY 0 h/ ,°n I\ I _ j '45 II 34 Sf,Ru�s 5 6 45 ?,i,r. I 5 as 6 1 I �i �,,,� vJ Z r h N 14 Q kcil 5 W �, y I I l h I 1. . �, I Q 6 1 13 CONSTRUCT PC.C. DRIVE APPROACH PER CALTRANS STD A 87, t-II � Q +1 W bl qoj I 1• ' I �ti � I t 14 'O. w �N 14 �I N I : F tY I 1 I OI cc J I �IQ "^ iK + � 10 cn ti a -4 v I — I W �, N I h v t 0 ,�pDEo s.e. To e�isr. Ivboa tocE (t ri�sJ 5-27`13 - k! i. CC to ) ' � � 0 ! 0 rh N ti,, N N Prc• n�IF u, ►� F ^ m W N <v m = o N ti 1 1 �1 a n Q vl W Q = W R W J �; a M W .�, e s z CITY I 4s Q " a v 4 ? � 5 cn v p,� °�° '" �I� I ` `� k ° �, u W o W 1 L I Q' W 1. o h W g r^►- �= DESCRIPTION OF RE VIS ION DATE U + 0 0 k 0 h 0 ►� V N F- U, ro I n Ci c3 > Z APPROVED V n cQ V �! CQ o� t� �Q U Ill n► �' O 0 f� t� 0p[� C 17786 rA! O U � � � � 1 ►. \� m N �� � I I I \ \ � 4, � (!2 � � { / (n �9V � Q y y N' V1 h N, S X11 \ J 0 tV V .I aF N N Q r v . orr3a rm _ ,� o ! , . N --- — —I N —�� CITY OF RANCHO CUCAMONGA � � w vim I I k � � � 4 � /�I ti � ti N I� i 1 > > 1 ti - ! 6 2 2-06r-z� t>ti 2o2-O(o/- 025 f� o -OG/-OZ I l 20 0/-%8 202-OG/- 34 �J o � � _ PLAN � PROFILE 1 5 / / to i� l / b� �. � � 5 19TH�� m5 � ,3 3 ST REET REMOVE EXIST. A.C. PAVEMENT 21 m � � a �I 6 o i � 7 /3 a 2/ i3 21 2 b 21 21 NEW A.C. PAVEMENT ^ >*�ENI'E�GAr�s I! y�c �� z W ¢t2"C8�7.G2' P o STA - 20+00.00 20+00.00 TO 28+50.00 -��r-- 2f 4o CONSTRUCT 8' VCP SEWER LINE. CONNECT PIPE To EXISTING SEWER LINE UNDER S STA. 0 _! -7.SIGN TP„/GN Q HELLMAN AVENUE.,, CONNECTION POINT TO BE DETERMINED IN FIELD.. INSTALL 32"8, 24" STUMPS C TRANSITION FOR 4 VCP AT WESTERN END OF PIPE. COLD PLANE THEN OVERLAY > - I k 4l CONSTRUCT 4" VCP SEWLR LINE AND CONNEC` TO 8" VCP. 4"VCP SHILL APPROVED BY: DATE: 16 )eT REE 8, 24"0 PALM � � � CONNE i'T, � � EXISTING I R S R • �, "� CUN!v� _ TO PROPERTY/S EX S NG SEWS SYSTEM JUST EEFC� E < < 4953 ��/,t?VE 29A 7A ,. _ �� 19TH STREET �- SEPTIC TANK . PRECISE LENGTH OF PIPE TO BE CITY ENGINEER R.C.E.RCLA0. /TEMP✓ALV /4 O i2E �IDETERMINEn IN FIELD.gA/ IGDES NMRECO M LADED ,tzAD/[15 GENGNT fA,t/GENT I E° i .. N KRIS REPKE A1C. e9 52 32 3500' 54,9/' 34.93' NOTE: // +° v 2 CONSTRUCT A.0 DRIVE APPROACH -PER MODIFIED CITY STD 101-A. % ' ' `'' c-'��e/awF °� "� "°E "�� °""�� " Y"" "''�Z-11 NOTE, ' 5.05' SEE SHEET No.7 FOR PLAN $PROFILE 0 GOt�Sl'7,0CT 35�W i D e+. PcL DzJ 16E , OLD O I D 90 05 23 35Gto' 35.03 3 _ 9 28 CONSTRUCT CATCH BASIN AND LOCAL DEPRESSION21302 O y, � /� _}; Z ` DRAWN I�TUS IN CANIf DG N 92600 A OF STORM DRAIN SYSTEM. �' A�PRpA�crtr,:rc �Tn, (QI G > CONSTRUCT 6 A.C. BERM PERACITY STD 313. I' ; 3 E A7' 4. 3' I ® PER CITY STD. 300 307, AND PLAN =1 z G� (714)730-6410 SHE �j 89 53 28 3S 54.9/ 3 9 , s i fir-�T- L_t G t-4T ETOF ,NSTAL t_ I �5DoL- On! Ms'<Kg� 45 REPLANT AREA. TO MATCH EhIST. VEGETATION. 34 CONSTRUCT HANDICAPPED RAMP PER CALTRANS STD NSP A88 _ F 90-07 37 ' 3SGb' 5505 35,08' PULE, C CHECKED I. 1 31ET3 DRAWING N0. 46 SAWCUT NEATLY AT JOINT TO MATCH EXISTING. CASE A. W= I I, X =3.5, L= 5 �;._- !/ R.C.E. NO-- 1480 ^ pn DAT FILE NO 87-32 `tOV _ .. MT1 FAKrS. - . .. ltt�LY k��1iv 6R4. 294665.30 7V eAST (ZEV 5 T - 1 OU ,� ti� 3o+ t6 TV 3 4 ♦oo o �� 44' 20 N v N v N = D o pap 30' I 32' 12' v N v N `, v M K O O N O► a �1 0 � � � O MoM M o � o m � Z Ver w 2 Z �` 1 4 M n1 i'n Q X�e-f r.& N� N Ly R W M o ° o ..-� o: or 3 ► o Q 9 ° ��• s,�ty _ ui Pott to" � m l ♦• Q` � �� ' / . � cc ® 1. AL PROPOS c v N I LY 't-G, ✓ °� °� 1 — ---,�°, 20 v I 1. 1 ��, h �; CV `% h f; n O L' `, rs, b CwR15siDc: aRatk 10 -A t� V � h � � � , �, CUR81iDE 8 d DES/Git/TI= 9 � p W ORn►IN IA A` DES/GN�P=4B i O rYPICAL SEC r/Olt/ _ M K 6 a, N h -� FROM 249*OC TO 33 r(o2.75 11 64 vp SCALE NOR2/'=to' nj 0 34-f 0 3 f/5 30d l/C, 0 �' d. — M a ` M - e FOR A.C. PAVEMENT, USE: Of //.G8 a 29"50 h H h _ • _ __ ,gid✓ f /.SO/°)_— Z6��°� - r Is k 2 TYPE C-2, FINISHED A.C. COURSE 20 pROPosEO F5a¢` M p /' �O� N N 3" TYPE 8, BASE A.C. COURSE H �\ FS � �. h m n a h EX/5T//V G F5 ig � �, 0' M 0 BY OTNE�PS 1` } o ,,� o has M N n "1 0 ao * • m �- h h Z a o v POSED 200' VC, n \ Q o'� m o 0 h 5 L Y TC PI=2./4 .0 32,150 0 /0 141 3.17% n N p a N �» p O O h i h � p 0 1 • M � �. h . p � TC BV 0T/IEP5 !-1.42%) C-Z2( 0 300'11C, EXISTING FG 5'LY�PIW3 4 hp N i• � N N ti 0, 700'VC. � N0 �hO Pi= /. 71 a 32-"So 14tj CONSTRUCT I(7N NOTES Z9 30` 3/ 51 3 ,,� 32ATrEivriovy�,Pr.sc. 33 3 54 35 3(0 37 +1 3 Q 0 t VEST / N s W • = t�� � SrREGrT' VM6 NOT .' FtZo�t 3Z+¢5`lm 33f 45T. t tL ,UD�P� / -44 4 It O _ Ta 136 PLIC E D 2 t� O C3�1U1. OF $1 DstlstA(.K h 3 a p U ; { Ol REMOVE o f , 1 X 4 2 `� 1 141 O h �3 3 b v 0 Z k� OZ REMOVE INTERFERING PORTION 51 ''\ of ♦i % + +o !t N 3 O3 REMOVE A.C. BERM b ~ `I Y �` m Z Af l4 h 3 RELOCATE. NEW POSTS FOR MAILBOXES 9 S S 7 �' a �Z I 29A O MUST MEET AASHTO BREAKAWAY STANDARDS O ,� W ,� 1 2 �a 1 I W I , I 11 w oa Q O M1 � 'E 3 �` �' W n Ob RELOCOA BY OTHERS _.. • h N W n �. AI m 3 A w v o �, a d v 3 3 0 A h Q h Q v 3 XEL '� all-S%Te PER L.AwVS-CA PLAF35 Kj A r —o o c>v W W '� o �` ° 3 v �` DJUST To GRADE Lo h 3 v h N + 4 G W N ` ti '4 h , p •b F- CONSTRUCT 5 A.C. PAVEMENT OVER 8 CRUSHED N h 0 I� a s p U N N v (yu Y 6 BASE. -} I o � W m , � o � � o I moo o �, N � N_ �� = LJ O AGGREGATE IW I V m I 3 Oc 3 i O9 CONSTRUCT A.C. OVERLAY (VARIABLE THICKNESS, 0. 13' MIN) k k ? —• N w ALL CRACKS MUST BE CRACKSEALED OR 1 0 W 1 Z L Q ^ BEFORE OVERLAY. N 1 ti d NSI N b 0 1 �= 3 V d 1 / � xH y�G4, Q 2 N r1 11 CONSTRUCT MISC. A.C. ( .25' THICKNESS) 11 Vv • I � ` M Q � � d • � � �� m B �f P4 R •.•• �K/STe�lQRoKFN N 1 i I ' , , N m Ib ° IM� Q Q - N/TZ S7TtlP1Nd - 3 12 CONSTRUCT 8 P.C.C. CURB & GUTTER PER CALTRANS-STD • __ �}, _�_ I I aD I I x 26 :. s _ /► A ( . TYPE A2-8 C. R. C. 5TD• PLAN loo. �••�- — - - -- = E t F I'� = 1 -4O P.C.C. PPR RANS _ ,., $ V APPROACH R -.. OAC E • DRIVE ° R 5H CONSTRUCT . _ _ CAL TRANS�� :y' �` - as - - T STD T — �-. -'►' -•,=...; _ - RE TRI 13 •1 rnli! -.. `�+ ' " - % - +- _ - -'7 r _ -` - ` _ 3 CONSTRUCT A.C. DRIVE APPROACH PER (MODIFIED) CALTRANS •' -- _. _ _-_ . _ .-.. . .. -.. -__ _ . __.-... _: _ _ __ -- - - ` - - _. . ,- . _ STD A$? ,¢"�-=- = - - - \ - - - - - "G- - z - -- - 4'G V 15 CONSTRUCT P.C.C. DRIVEWAY, b" THICK ^G� � q W I3' `ice— N.B9°,37'30''E.-- i9TN reEEr - _- IST 24 ��.6. Zq �o3} g as as a5 CONSTRUCT 24" R.C.P. STORM DRAIN, D = 1250 -- �- - -— a -N h - 7 1 go 3 _ ~ �t - �p ,� `�O- CONSTRUCT MANHOLE 2 PER TD 319 T „W fi T ---� Yds' T — r - T - 2„W -- -- ��, Q PER ,, STD SrR1P�,�G m �F� - -- - _ - - -- r2 1 � r B _ ` ` S= _ _ 7 X9ERM WAY LEFT -rUAu L-A-WG E V _ rs Ex�sr,x 1 `� `� �'� ° I _ E STRIPE PF-F% Q � 19 CONSTRUCT REINFORCED CONCRETE PIPE COLLAR � 9 � SHEET 1't OF� �` 8f1RRiC 1 �- .T �----r - 21 57 REGRADE DRIVEWAY -LENGTH PER PLAN .; s - - 1115Gt � �C P c�R r. nM S Gd► - q t fJ 12” _ . O Wv 1 H � > • � - � . . i. I,. •, ~ Q!(•Si1JS f'ER 01TY STp•s�32O,Gd561 �4.UD 3Z7; „ W W I U N hlo T.�:, I I AT LOC,QT►ON5 �4PPRoNr.a t3I!' E1.1GRG1►vs' cT�R • 26 CONSTRUCT 18 R.C.P. STORM DRAIN, D = 12YJ ' - Y h 1 C.0 . I t�sss s: lV Vl - , '�i _ EXIST. R/W jT �o►ucUSRcrdc. pRlVr: QIPPRO�GEf PFR C'1TY__ C� L h ` In 46 To Y of k /'E "� ; - ��.: '3 g CONSTRUCT CATCH BASIN N0. 7, PER L.A.C.F.C.D. CON3T, CUM51DE DRAW Ste. bw& hto. tot, Ty, pt-; "G` 60-55; R=7.67 STD - 7 H DEPRESSIONPER CITY ST o . PER C.R.C. 5TD. PL AW 107-5• - ' a N v a d h w O I I- ` � T °0°0 ; ' I. OR. 107-A SEE PRO F ILE. - Q ^ Q �- U 20 N r1 r� V) ►- I� th 4� _Vt �I 1, I p l 1� 2O CONSTRUCT BLOCK WALL PER STD. 606 MATCH U �' �i I a °` ' eW w w� W. W °� •1 I J 20 q ti N ^ EX 1 S TING BLOCK IN TYPE AND COLOR .(WAL L al N �� Q / �- I _ w 1V S • no M � p w CITY V 0 � - v_ m lz t Ur� Q U I W h h N v. v = 'A'.'.' : : W I DESCRIPTION OF REVISION DATEp wiU v p Q ^ Q ^ N p a, HEIGHT - 6 ). NEW WALL BE IDENTICAL IN APPROVED �... m - a �' �- I` :' W I` I` APPEARANCE COLOR AND TEXTURE TO EXISTING mmumumbn � � � � 0 �' fi cD j$ r � ` N �` _Lq p ti y� l� o, v Q� �' mO � N V WALL. Q I� v► N / M �+ Q W ti 5 ' 3 ti N m O �' N Q m N ^� n o m h I4 CONSTRUCT PC.C. SIDEWALK PER STD 103. CITY OF RANCHO CUCAMONGA 1 S b 2 / I I J1 # , N Qp � m 202-061- 05 1 ? 202-0!01-42 I / s s > o? G!- 38 202-Obi-28 f � V) W m REPLANT AREA TO MATCH EXIST VEGETATION. PLAN PROM L E 4 SAWCUT NEATLY AT JOINT TO MATCH EXISTING. I 1 2o2-061- 33T 2 3 . , 13 I 661 I> 6 3 ,3 >/ o 19TH ST R EET 2 / �� �� �� �� �- ® p 1�STA F E L D TCHANGED oT�s �tFo�n ON SFtrl t �021 2� 13 13 32 36 34 &27 TREtS Combined /S COC./a5 ATA 21 21 E O Drive A roaches �p ASS TA. 25+50.00 TO S TA.33 62.75 M BEAkIwo LENGTH ASR115VI SIOWS 8Y: APPROVED BY: "'=` '° - �,Ro�,„�„� f19TH STREET �::-i MBS 37'30 ,E /74./7 �� `�. FESS/:• LORCQ P41t,U s Assoc. 1NG a , •,� 3 0 P 5 ', �• �E 36437 3-t4-?5► /�/i. DATE. O 6 n/ 0.37'30'E 320.91' r cam- ,.• ?; C��t., F p 0 ZZ(p-32 G L S >ti6 P.V SUITE Z o REMOVE EXIST A.C. PAVEMENT SIGNATURE TITLE RCE DATE /, / �>� //�� Q �/ CITY ENGINEER t � RCE. N0.24953 Al O�2Z'3O'"W ' "� �3`` V'� ' 91 'v ik`'�i RECOMMENDED DESIGN J42 = ; �; = CITY OF RANCHO CUCAMONGA /. ry �� NO, rRIS-REPKE•NVC. N, ,� 3 49 910. 9G NEW A.C. PAVEMENT /ice � Ay\ F C✓R�BWF• L tea.._'^U :..E ° •^, d . asp .,� /y�C�.,...cZ_$ q� • J' -_ lY ��' � • �`� f 2802 WALNUT AVE.,SUITE A * s s• w � C vf' `� 11-TUSTIN,CALIFORNIA 920130 . �l��i`• ,•'' Vii* ' CO�iST P.GG. CURB GUTIER,DRIVt /dPRD►J, 51DEWAl.K GuR& I���, z\s k� DRAWN yin SHEET 31673 ( l 3o-sa o a HN #. GUL4r 'rbc COLD PLANE THEN OVERLAY RJilu, PtP6 GONiJEGT10�1G TO 4-xis-rG•f3, �jT' T- TR , GW $ 14 n �A G SxP Q� -9 -Al t3ETzuE Ai ST',�. SO+15 t STS 34ttG E•, crllGK?•33 - --- - \, 1p. bate. ml� l of e 9- rz7 I '�Ji4� �,� / CHECKED / A) -, DRAWING N0/�►PPQOVED �`t• I-` � , -_--- R.C.E. NO31673 /�" • �tD,d� 4�1FDA FILE No 87-32 1`t8O $tK r - 5$ ux /pix �lq 7o?�y� 1017 a'1l3E ► �y�-�,�lr _ T!f►5 . MN TO 6r. I+fAtcll LINE • 17� _ . fN-.1c y0 f! 2 kSEO FOR T.C. A 15� 1 IS HH �VEt'ESSAt y • q�� 45� � �, _ HAS� - 3 S � c - _ 5 00 - �s i� ��- � y �'� IS ��- �� #� (1 � 3 9 y '�'A`'7�t�� ►315 I • _ y,y0U7!E oo vf-7oE 2007 Ne FOR PLASTIC PRODUCTS:A'TnOf'csst Products CID. r_ - 13030 Raymer Street Cain "Mt�' �' y 1925 'a' Street - :- North , CA 91605• IS Veme, CA 91750 (818) 982-3600 (8 18) 332-6225/(714) 596-1988 . Associated Plasties, M1e. CDR Systems C4xp. 2626 Kansas Avenue 3475 Edison W Riverside, CA 92507 Menlo Park, CA !4025 (714) 787-0600 _ (818) 242-2171 I1415) 364-2411 ` Brooks Products, Ino: b 4505 Little John Street T 615 North Corp. , Baldwin Park, CA 91708 615 North King Rued . San Jose, CA 95133 . ' _, • - .•. . . (8 18) 443-3017!(714) 561-35M - 13 - . MR7CfF L 1 NE (1 ) 634-8692/(4O8) 923-5333 MNTCIf L I/V C scE 14-1es e1 REY. t� s./-uos goo DECAL e1 A 11 Tff ST' r I,vrELCE� 9xfS7 ?✓G Orr MINIMUM C.I.Cr OR DIRECT BURIED i . .. _-. _ _ - _ t - � _.__ _ . , - •., - ,.`,; _ . •, �•- ' ' ' . � + . TRENCHING REQUIREMENTS k'y T V NciJ 95W i!N` 2/c. fig, I _ bps v 900 Io; t � ,� r � • - � SIN. PARKWAY SLOPE: �• ll�l' �✓c, - �' ly0a'66 � 7IS N� IS/ I i { �MOTEf1 ' to ytu 0?67E �Io ,pct �► , ( .. - - - IME RL'E PT Exr57 � •� +t.,te cuR♦ uRe i a &JITH HAMU lfdl� - - ��. ! ti T �47" MMI MIN. �` T w IS.C.E. 94y er 2" .u. _ r )Oi"t TOO nd1 or,.lra . r , r -. r►ry- -. ,-. - 1.Jam}- _ - . . v ' e - �Yd►rw CN+b.n.I Etl aM C PI _ d• 'Joint Twrch os 4s Cour" - ~. - :. 1 .-j f�-w-•-. r ` MDTE 1 NOTE 4 Lhrmr� ( 1 JurtsDictio„ d, Z" Only. NOTES: r 3- 1. THIS TRENCH STYLE A►PLICA a TO ALL RESIDENTIAL TRACTS, APART. - MEOM AND CONDOWPOUMS. • SCALE 1 ea . u t FOREXIN OBJECTS OR DEBR* ARE NOT PERM,TTED I N COMPLETED TRENCH. la1 ss-t s DECAL® i- NO ROCKS ARE ALLOWABLE WR►MN 1?'OF DIRECT BURIED CABLES OR ANY maw t/ss DUCT WTTMOLrT CONCRETE ENCASEMENT. NATIVE BACKFILL CAPABLE OF \ , OMF+u1lF INC" WES" SCREEII SHALL BE C0N : • - -- - - — -- - - - - -- -- - PASSING T}IROLX3N A SIDEREO TO tE -ROCK-fREi:.-IEXCE►TION SEE NOTE!) 1 e- IF E- TMG SACIKFILL DOES NOT T"BELOW AND r ASS T h1ROVOH A L E aCREEN, PLACE -• N -` � n ' AaOYE S.C.E. CABLES. ' (J (: 1�•/ '4 IQ C Ef L 1 N r R IF TRENCH IS tr OR MORE sN DEPTH. SPOILS MUST BE ar M►N. FROM TRENCH. M _ "-149-71 M[w 1/e/ DECAL© E>t►sr ISrvoh-L zv UNDERGROUND SERVICE ALERT i IIV- 1- 3"►2/>:r� 1-800-422-4133 Existing structures shown on thb * drawing contain energized cable • .. � �L �� i �c� Cell USA/SC � �P+r�rrt- Entering struo- l+rcw C?500 th's� i For Underground Locating done ONLY d r�ru wad to be pervasion of f Jp ��•I 14 o 1- t" r !Working Days Before You Day Edison Co, personnel, + Th4S HN rO 8E l MRrtA is INE_ ' �� USEFoIe Tx_ �_� 14-159-16 maw 1/03 DECAL ld DECALQ IS-169-2 Kra,h$ Nc.� �jyj N Ntt✓ — 95 0 /7,4 I N- a/c- 9,590�S Y 18� rSaU /SAS t/ '1 T- '� y ' /)1As'r/9-2.« IA/ - 1• c *br0� 'lr.4s6`R4•e 170' �✓cT / ) '. y V' a,,nr rl�'+ IN- Z/c. IAS'. )3 y ,n�rs��rewr /oS Nc �, /, yI'iS N=� 1lduits ere � frs ��rr42- I . �o/ wiAore c. y I U �6 S'C y l 4 U$'6y E 41 u 0 F y f t4 o 8'G!E A 48 HOUR ADVANCE NOTICE Of INTENT TO START CONSTRUE Ipick*a up. oontre"or to TION 4 REOUIRED FROM THE CONTRACTOR TO THE UNDER- In"rof and inste" puM GROUND O1VIS" OF THE SOUTHERN CALIFORNIA ED";ON CO. rope from terminal to a - - ; - - •-. ,•• - _ _ _ - 14-1 J.-• Ni[w/1/09 �•� � � DECAL Q sorlrslnsst. - -. - ', Neer 1;99 arm f D � Tr S�Lr /Gee T 4.3.3 //A G .�.o � 4i G7 P LANNER. / Joe NAIVE: FOREMAN: DISTRICT: 106 Joe LOCATION: _ �JTRUCK F/E: DATE SENT TO MAN: DIST. SKETCH l j{ j / E /' t'/NC LG1C TLM-CSO 140 REOUIRED T.LJM. DATA: >< ORA" .3 tC C- YES NO -''sT.LOAD • ORIO NO. THOMAS MAP WORKED BY: INV. MAP NO.'S 0.- INV. MM NO.-S 1 VERIFIED: U) "n1SO1N CO DECAL fZp