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HomeMy WebLinkAbout1207 BENCH MARK NO. II I - A E N E R A L NOTES: CONSTRUCTION NOTES & QUANTITY ESTIMATE Northwest corner of west wingwoll at northeast corner of 8th G / WEST R/w EAST R/W Street Q htm7m Avenue. Found conc. nail in chis. "❑" 23'north of �- QUANTITY UN T ". �� C 8th Street /2' east of fC of 1*rm�Avenue, 44. 5'south of the DESC_ R1��,Q�!- _ _ - - -- - -- . 1. All work shall be done in accordance with these plans, the City of ' south roil of mainline tracks 8 2' below tracks. Rancho Cucamonga Standards and the Standard Specifications for Public ¢ �-CONSTRUCT 4 "A.C. OVER 4 "AB. PAVEMENT. 44,640 S.F. /O,//O SrSF /P' ' Works Construction - current edition. Contractor shall be familiar 2 CONSTRUCT B" CURB 8 24" GUTTER per City of Rancho Cucamonga Std. 303. /0405/6 L.F. 500 LF /J' s' d" d' e' 6.3' 4" SEE ON-S/TE GRADING PLAN ELEVATION : 1110 . 057 with and shall be responsible for adherance to these Standards and 3 CONSTRUCT 6' W/DE P.C.C. SIDEWALK per City of Rancho t/MIT of t/' OfAVNfL [ Y EX/ST/NG GROUND Specifications. Cucamonga SM. 3/D 9 3//. 4,353 S.F. t,MpRo�£,�£nrr � I �In,oX. I- REA40 ARROW HIGHWAY4� VE EXISTING P.C.C. CAP. /7/ L.F. Exisr. 11MV pooffs I -4,-\ , 1,�,,;\ 2. All pipelines or substructures of any kind, telephone or power poles, 4/ L F AROUND .9 011'°g'� axe j 2 water meters, valves, fire hydrants, etc. shown or not shown on these 55 CONSTRUCT B A.C. BERM per City o/ Ronc'A� Cucamonga S/d. 313. Q48• plans within the right-of-way limits or in adjacent are?, where 6 CONSTRUCT P.C.C. DRIVEWAY, W=35.00', per City of Rancho Cucomongv Std. 306. 2 EA. LEVEL LIME �� , 4 B Y �� axe' o.a �n3.stac a.l' v4"/�' Q improvement work is to be done shall be removed, Telae? ed or protected 7 �SAWCUT AND REMOVE EX/ST/NG PAVEMENT. ( SAWCUT B30L.F.J(REMt�VE27,537S.FJ �n ,. .o A.T s SF R.R. imp ro �- in place as required at no cost to the City of Rancho Cucamonga. (D--CONSTRUCT VARIABLE THICKNESS A.C. OVERLAY (0. /0' Minimum) pler ` �+ _ _ _ * EIGHTH STREET ��� /3,✓B7 J.F I � a TYPICAL SECT/ON ON SHEET I OF 5. L �rxsr A.C. rize him- r V MENT o./O I MIN. DEEP AT 3 L,F PAVEMENT � I /B 3. My contractor performing work on this project shall familia COLD PLANE Ex/ST/N� PA E 9B self with the site and shall be solely responsible for any damage to a-OUTER EDGES FOR SWOrl, ✓A'NT. ( NO FEfJTHER J . t EA I I y existing facilities resulting directly or indirectly from his opera- /O RELOCATE EX/ST/NG STOP AHEAD S/GN. FurvRE srA£Er tions, whether or not such facilities are shown on these plans. // CONSTRUCT HANDICAP RAMP per City of Rancho Cucamonga Std. 3/0. 3 £A. �T.E + /AA�ROVEAENrS SHARt7N C/RC[E� �RTH �4 - /2 REMOVE EXIST/NG POWER POLES d UNDERGROUND OVERHEAD UT/CITIES. 2 EA• 4 E4. Ex/sr/Nc AAwwNr AMD owpLAY owsr from the Cit of Rancho Cucamonga Engineering 126 L.F. of g /S TO BE REMovED wHEN srR£Er �� I SIXTH V TR£Er 4. A permit shall be obtainedY /3 INSTALL /B" R.C.P. Department prior to any encroachment or construction within City of /4 CONSTRUCT MODIFIED VARIABLE B"- 12" CURB per Detail 2. 1/0 L.F. /MPROVEMENrs coMMENCE oN WEST s/DE Rancho Cucamonga easement or right-of-way. / OF TURNER AVENUIE. I S/TE Q15 CONSTRUCT 4' WIDE PCC. CURV/LI EAR SIDEWALK per City of \ �' mMC• I L_ J TYP/CAL SECT/ON -4 Rancho Cucamonga Std. 304.E 114 L4\ 1800 S.F. U 24 GO SF. CHANNEL IR S. All grade stakes shall be set by the Contractor or Engineer. Paving NERMOSA AVENUE � o stakes shall be set at all hinge points, edge of pavement points /6 CONSTRUCT FLOOD WALL , H = 4'-O", TYPE I W/TH EARTH BACKFILL L_ � � within 0.01 foot of sub-grade elevation and at not more than SO foot BEHIND WALL per Detoi/ 6. See Sheet 6 of 6. 897 L.f. FROM STA. /4+67: TO STA. 2/+40 f � � Q intervals. Additional paving stakes may be required by City Engineer NO SCALE as needed at warped or vertical curve areas. 5 £A. T. I. = B.O R= 64 FOURTH STREET /7 colv5V'JCr 4' WIDE INLETS AT 20' O.C. /N EX/STING CHANNEL 6. All sewer, water, electric, gas, phone or other utility laterals, IB CONSTRUCT 12" CURB B 24" GUTTER per City of Rancho Cucamonga Std. 303. 561 L.F. V/C/N/TY MQP mains, or crossings shall be constructed prior to paving. Q NO SCALE 7. Compaction tests of embankment construction, trench backfill, cam- 20 CONSTRUCT /2" DIKE per City of Rancho Cucamonga Std. 3/3. 6 L. F. �4 -���0U7-H R/W mP pacting original ground and all sub-grades shall be performed at no 6 EA� EA NQ4TH R/W q 2/ PLACE STREET LIGHT per ED/SDN CO. Requirements ( Type 9500E J. 44' L 6" h cost to the City of Rancho Cucamonga. A written report with these /O L.F. compaction tests shall be submitted to the City Engineer for approval �2 -REMOVE B C.M.P. �' - of base materials and/or Engineer f 3 REMOVE /2" P. C.C. CURB AND REINFORCEMENT. 40 L.F. 7 G. ELEV. CURB L/NE prior to the placement /2 23 7 '-_� /�OerFT� P �� 24 REMOVE 4' HIGH FENCE. 6/0 L.F. //2 R SLOPE' m letion of paving, a materials report shall be submitted to & /5' 4' 3' B'_ B' /O �~' 8. At the cop p g P 5 CONSTRUCT BARRICADE , W= 16', per City of Rancho Cucamonga Std. 404. /6 L.f. min in 2 Q ti - the City Engineer. Lising all tests or determinations completed to B' -1=4 BATTER 26 SAWCUT EX/ST/NG CONCRETE CURB AS REOU/RED. //0 L. F. VARUS _ _ n o f a s halt P a v i a F -EXIST G, oUNO ! , I' 1 4 verify stability oil content and Gradation p 9 55 L. F 27 CONSTRUCT VARIABLE CURB 8 24 CUTTER per Detail 3. .F ' VARIES a'ro o.>Ji � 9. Prior to installatic:, of any paving . a materials report shall be �6 -CONSTRUCT CURB cur- OFF WALL per Detail 4. 20 L.F. ! LEVEL 4�y � � 1 £A. 0.34' `7 � "'° N ,�I `+ PAVEMENT submittea to the City Engineer. Listing all tests or determinations 29 REMOVE EX/ST/NG INLET ET STRUCTURE. : . completed to verify: + sieve analysis and sand equivalent of 556 L.F. /,y", 1' QAB' QOB' /3' O3/' ,c ► _ 30 PLACE 2"x 6" REDWOOD HEADER. aggregate base. f EA. 0�_ tADJUST EX/ST/NG FIRE HYDRANT TO GRADE. _ +- 32 PLACE STREET LIGHT per EDISON CO. Requirements ( Type 22,0000. J. EA. �• E `� -Value and Pavement tests 10. Paving shall be performed in accordance with R - 15 £X/ST AC T I STREET aGr taken to determine structural sections (prior to final plan approval) !Q �� _ 2 PAVEMENT REMOI/F /MPROVEM!=NTQ -* 11. When improvements are to be placed on native sail which consists of a 34 CONSTRUCT BARRICADE, W= 1J ', per City of Rancho Cucamonga Std. 404 . 22 L.F REDWOOD HEADER® 9//2'inin.- /1'irax rocky material, the sub-grade shall be prepared by removing all rocks 35 --ADJUST EX/ST/NG G.T.E. VAULT TO GRADE. I EA. which protrude above the sub-grade and all voids or depressions shall "36 ADJUST £X/ST/NG S.C.E VAULT TO GRADE. J EA. be filled with a fine grade material of a quality better than the native Q .37 /1VSTALL 3"CONDU/T E /VO.5 =CIZLBOX FOR 7RAFF/C SIIGAIAL / LS ® TYP/CAL SECT/ON material. /NTERCON/VEC T. ®38 CONST Bus BAY PEIP C/TY STD. /NCS. //9 / EA. ® SIXTH STREET O C TA / IL / 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant 40 PLACE 24" R.C. P, J000D. 728 L.F. FROM STA. /0+67� TO STA. /54 B10� a ff (,. registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly 226 L. NO SCALE VAR/ABLE CURB 8 " MIN. - /2 "MAX. applied at the manufacturer's recommended rate for the full pavement 4/ PLACE 5/�� R.C.P. , lOOb 0. 42 PL ACE 33 R.C.P. , /000 D. 52 L. F. TI. = B.O R=64 width prior to paving. �� 52 L.F. Ab SCALE �3 ---PLACE 4B R.C.P., J0D00. 13. Estimate of quantities is provided by the Engineer only for the con- 44 CONSTRUCT CATCH BASIN NO. 1, W=2/.00', per City of Rancho venience of the developer, the contractor shall make his own deter- Cucamonga Sid. 502. 3 EA. /4 ' CONSTRUCT/ON NOES FOR STREET TREES LZ�� mination of construction quantities before submitting a bid. Any 45 CONSTRUCT CATCH BASIN NO. 1, W= 7. 00', per City of Rancho/ L EX/ST/NG CHANNEL WALL item of work required by these plans which is not specifically listed Cucamonga Std. 502. 1 EA' 55 - in the estimate of quantities shall be considered as included in the 46 CONSTRUCT CONCRETE HEADWALL, W= 4'- /0 per County of Son Bernardino Std.209. t EA. CURB a currER /. ALL STREET TREES ARE TO PLACED /N ACCORDANCE WITH other items of work. EA o .. F/N/SWD CRADE Of STR££T CITY STANDARD 1 - SD/. 47 CONSTRUCT MANHOLE 'B', per City of Rancho Cucemongo Std. 5//. > B -- - --=, 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORD/NG 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 4B ONSTRUCT JUNCTION STRUCTURE A', per City o/ Rancho ° ° ' ` TO CITY STANDARD AS PROXIMITY TO shall be constructed at each intersection. Cucamonga Std. 508. 3 EA. 5"02Q EA. //4"PER FT. SLOPE , � •' I I HARDSCAPE DICTATES. LET STRUCTURE r Detail 1 on Sheet 5 of 6. > I @.;:� FCONSTRUCT /N per b 3. BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER THE 15. City approval of plans does not relieve the developer from responsibility50 REMOVE EXISTING CHANNEL , BACKFILL AND COMPACT. 889 L. /I6 CURB L/NE RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED for the correction of error and omission discovered during construction. , 2 EA. TC ELEV. Upon request the required plan revisions shall be promptly submitted to 5/ CONSTRUCT MANHOLE A per City of Rancho Cucamonga Sh>. 5/O. � TO THE C/TY INSPECTOR. the Cit Engineer for royal. 52 PLACE 36 " R. C.P., 10DOD. !O L.F. //2 R _ //2'R Y g pp VAR/ABLE CURB FACE B'TO/2" 2O' 4. NO STREET TREE SHALL BE PLANTED WHERE THE CENTER OF THE 53 ADJUST STORM DRAIN MANHOLE lin GRADE. 3 EA TDP OF /: 4 //4"L/P ELEVAT/AN TRUNK /S CLOSER THAN THREE FEET ( 3') 70 THE FACE OF CURB, 16. Work site and exterior streets shall be in a neat, clean, hazard free, 54 CONSTRUCT BRICK AND MORTAR BULKHEAD. 3 EA. - d BATTER PAVEMENT 35 UNLESS OTHERWISE NOTED. orderly state, throughout construction. Site shall be cleaned upon eK -CONSTRUCT UNOERS/DEWALK DRAIN per City of Rancho Cucamonga Std. /4 L. F. `m //2"R � S` ECT TO INSPEC7701V AND ACCEPTANCE request of the inspector. 56 ADJUST EX/STING UNDERGROUND UT/L/T/ES A� �/R�D. Q AS REOUIRED I e " 1/2 'R_11 _ 5 ALL STREET TREES ARE SUB) _ - J- /. Ct/TOff w.4t t SMALL L SE FA LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT BE 57 INSTALL /5 GALLON STREET TREES PER 60/ AND /6 EA o s ' SLrPFAcIIYC covsrRUC>ED OF CLASS "s" 4 BY THE CITY ENG/NEER. THE FINAL OR SURFACE L ,j CONCRETE. ALL STREET TREES ARE TO BEPYA/VTED //V.4CCORDANCE W/TN 4 ® -Q s _ ANS. 17. _ PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLATION NOTES ON TH/S SHEET. 17 £A' INSTALLED, ALL ON SITE IMPROVEMENTS COMPLETED , AND ALL UNACCEPTABLE PARKWAY tp 0 24 b a t. CUTOFF WALL SHALL SE ,¢ CITY STANQARD Pl AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE DIRECTION OF THE 58 INSTALL METAL W-BEA M BARB/CAL1� PER STD. /3/-Z5 50 LF. 4Q I ► o •. ° ' /NSTActED wHEAIE REQUIRED pIq/Gyq 7� THE COMMENCEMENT OFANY PY_A/VT//1/G ANA6R0/1/OMtC SY ORA/NAOE CONOITiavS. SO/LS REPEORT-SHALL BE FURN/.StiEO TO THE C/TY/N�PECTOR. ANY CITY ENGINEER. 6O PA/NT 4 YELLOW CENTERLINE STRIPE (SOL/G) with RAISED MARKERS Simi/or to City of Rancho Cucamonga Std. 407. 300 L.F. 8�,_ 9 �� 25 •- UNUSUAL TOX/C/T/ES OR/UUTiP/ENT D/F/C'/ENC/ES MAY REpU/REBACK- G. i��� ;- /,4 B6 L. f. -*--- F//L SOIL AME/1lDME/VTS, AS OETERNI//VED BY TAE C/TY IIV SPEC70R ti/ 6/ PA/NT 4 WHITE EDGEL/NE STRIPE. 4 62 PAINT 4 " DASHED YELLOW CENTERLINE STRIPE with RAISED MARKERS ECrVN 8-B 8. ALL STREET TREES ARE SUBJECT TO INSPECT/O/V AND ACCEPTANCE REV/S/ON 4 BY' �� ?` per City of Rancho Cucamonga S/d. 407. 427 L.f. BY T,�IE ENG✓NEER/NG O/V/S/ON. Q `-9 STREET TREES ARE TO BE PLANTED PER P110L/C /MPn'OVEMENT �=l No 37888 ; @;:7-PAINT STRAIGHT ARROW of 30° TO CURB . I £A. DETA�L 3 DETAIL 4 PL.dNS ONLY. 3/-OS / * 64 PA/NT RIGHT TURN ARROW. 2 EA. - r „ P „ AND STOP BAR. 2 EA. VARIABLE CURL? AND GUTTER CURB CUT OFF WALL STREET BOTAN/CAL COMMON 6RMIN SPAC/NG S/ZE QT /N. ROBERC T ✓. BELL RE. 38 788 QATE 65 PA/N STO / EA AV SCALE NAME 66 PAINT "STOP AHEAD " LEGEND. NO SCALE AME SPACE 67 /NS TALL R-l SIGN (STOP) • 1 EA. �oTN STREET MAGNOL/A GRAND N.C.N. 8'M//V 30'O.G. /5GAL 6B INSTALL W- // SIGN. 1 EA. /F[OR4 '�Y/A✓EST/CBEAUr 69 PA/NT DOUBLE YELLOW CENTERLINE STR/PE (SOLID J with RAISED MARKERS per City of honcho Cucamonga Std. 407. 716 EA. ADDED PVMT c£G sDwK ST. CTS 5 70 NSTALL R- /B SIGN. f £A [' TREES NEW R�W, S/5 6 T�!'ST. �jbp(► 70 RB GINE E /NG OR. 99 7 7/ PA/NT B" WIDE WH/T£ PAVEMENT TRANSITION STR/PE with RA/SED ADDED STREET TREES AND NOTES BY (Ex /ZI31143 MARKERS per City of Rancho Cucamonga Std. 406. 212 L. F R.A.6t 11-5- ADDED CONTACT THE FOLLOWING , AS REQUIRED. 3 ROBERT A. BEBENSEE, R.C.E 48 HOURS PRIOR TO EXCAVATION ' B "WIDE WHITE STRIPE (SOLID). 3/7 L.F. CURB LINE T.C. ELEV. DELETED EMERGENCY FIRE ACCESS AND DELETED @V_�'_PLAcE TYPE- `L' MARKERS AT 50'O.C., FROM STA. /0 30 TO STA. /5*BO per TRANS/TION CURB. R.A.B. 4-PI-89 General Telephone Co. ( 714) 963 - 1611 City of Roncho Cucamonga Std. 403. /2 EA. 6" 3" 24 9000 Hellman Avenue SPE ICS AL NOTE E'ROM PRIVATE ENGINEER TU CONTRACTUK //2// 1/2 R of wITIEV DATE INITIAL DATE L Co.91730 r R AGREES TEfAT HE, SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY MARK DESCRIPTION REVISED APPROVED Rancho Cucamonga CONTRACTOR \ Southern California Edison Co. ( 714) 986 -5861 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OE' THIS PRO- I TOP OF PAVEMENT CITY OF RANCHO CUCAMONGA 13 JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIR- 1:28ATrER P.O. Banc 5 Oratorio , 13 91761 MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING d N 3/9'LP HOURS ; AND THAT TIIE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD TETE 1/2"R TITLE SHEET Southern California Gas ( 714) 884 -9411 OWNER AND TILE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAI, 406 m` „R P.0 Box 6226 OR AI,LEGED , IN CONNECTION WITH THE PERE'ORMANCE OF WORK ON TII1S STREET IMPROVEMENT PLANS 155 S."G" Street PROJECT , EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE _ - o a Son Bernordino , Co. 92417 OF THE OWNER OR THE F.NGINF.F.R. 2/" m Cucamonga County Water District (714) 987-2591 PRIVATE ENGINEER' S NOTTCE TO CONTRACTOR eA. OR- 87- /9 20 P,O.Box Bin 638 THE E:XIS'PENCE AND LOCATION OE' ANY UNDERGROUND UTILiTtES OR 9641 San Bernardino Rood STRUCTURES SHOWN ON 'PELESE PLANS ARE OBTAINED BY A SEARCEi OF �� PARCELS f , 4, 5 � 6 OF PARCEL MAP 5499 Rancho Cucamonga , Co. 91730 I2 -AVAILABLE RECORDS . TO TIIE BEST OF OUR KNOWLEDGE TIIERE ARE j � DATE g_-�- 8B NO EXISTING UTILITIES EXCEPT THOSE SilOWN ON 'PHIS PLAN. TIIE APPROVED BY = CONTRAC'POR IS REC_)UIRED `TO TAKE AIJ, PRECAUTIONARY MEASURES TO - CITY ENGINEER R.C.E. 22397 NOTE / ��-E.���v , PROTECT THE UTJ 1ATIES SHOWN AND ANY OTIIER LINES OR STRUCTURES Q �Q`J �q! DEIGN RECOMMENDED NOTIFICATION OF THE INTENT TO CONSTRUCT NUT SHOWN ON 'THESE PLANS , AND IS RESPONSIBLE FOR TIIE PRO'I'EC'PION DETAIL 5 1 � i�P aEN �C � ROBERT A. BEBENSEE , R.C.E. f WITHIN THE CHANNEL MUST BE MADE AT LEAST UE', AND ANY DAIIA(;E To THESE LINES OR STRUCTURES . I/' R.J.H. 9121 Hoven Avenue - Suite 270 BEGINNING OF CONSTRUCTION. 1 ' P.o. Box 1614 6-HOURS PRIOR TO THE B NOTICE �� /24 GUTTER •., t O�Jo• 22377/n x• DRAWN I Rancho Cucomon a CA. 91730-8614 sHEE� g , 9 CONTRACTOR SHALL VERIFY ALL MO /2 C.f ,w � �� \ n' Q R.P. B. (714) 945 - 2119 OF CHINO BASIN MUNICIPAL WATER DISTRICT ONS AND DIMENSIONS NO SCALE 1 6 P0. BOX # 697 CONDITIONS J cwv �� R C.E. 22877 8555 ARCHIBALD AVENUE AND SHALL REPORT ALL DIS- �9TF � CHECKED Robert A.Bebensee Exp. 12-31-89 DRWG No. CREPANCIES TO TIIE ENGINEER Of CAS CUCAMONGA , CA. 91730 � "` Cl rY DATE 3-3►_a8_ FILE N0. MR. DON PETERS ( 714) 987-1712 PRIOR TO TFIE COMMENCEMENT OF WORK. BENCH MARK N0. I I I - A Northwest corner of west wingwol/ at northeast corner of 6th Street SHerrrvwAenue.Found conc. nail in chis "o " 23'north of IF 8th Street /2'east of C of hfer/naso Avenue, 44. 5'south of the •: PROPOSED FINISH _ . SURFACE_ AT _ ti i south rail of mainline tracks be low tracks. T ONtt10, 057Ira t } lLlwtoO d Vj O p fi O ►� i O crj 4z CY { • � � � ! lOID W C. N P.L = 68. 72 Li m h � W% \� N. O O O EXISTING SURF4CE AT ° ° h' \ h f0rat 8b $ i / V 4 a/4 Q 4 414 \ 0 L Future h . C I, g h i di • R PL - 6T.2/ + /DO' V C. �' Future I v O PROPOSED FINISH . Ufi FA E AT•�' o O ^ o \4� �\ 1� \ \ R=1.2ng' --- -- ' P. I. = 62.95 j $ •, y. F�? 0 �ti. R=1.3b ' • *. �o Cid Wto CT -- i OtoLZ i p O $ h c,� ,� ap co vi o co Fah m 0� 6°�' \ R: 1.4 9%0 _ - L =56.5 N� O ? EXI Sr/NG GRADE 44 O ►� h F O o of \ _" L=56 55 o h h h F� ° o\ h co = 1.36�0 _ -- - v M ►� o o �-rrj\� �. C)* o y �' h R o O o T N � yy- 1076 � rz� � w 1 � \ � ZD -� � M 8 � U) Q m O O p o ~ co try \�0 c`� - V? h iV• O N ^ 6, `L /{�8� �O URE _ �i t\ flo y 00 ° �0 O �(R 070%) R =070% � --- � V coo � ` � � o nt � h ��rNNwasR 7.2 /° EX/ST/NG GRADE 44 E./ Oft N � �, 48�% L - 54.72' /00 ' V. C. K, % ~ �D g � �I "iN ^ ` )' h P. !. = 69. I5 O S o.IL R : J36+/o 'h \ o ni h 4/4 6/4 4/4 A/� v O h I ` 4i ° N c� co r► O 414 d/4 d/4 + d/4 h ✓,,rY' �i V ! v O V V ~ to V' V - 00 1.4� h •i v 1\ �o N h ( � tt M % � O h ^' of _ 3-6 oiro � f��• \ 0 ►�` , •. IUrURE FINISH SURFACE AT ►� N h Po ,�'l� v f07� �G, CONZ hrL 0� 1 0 \ i p, �,; ti \ ,�• �h \h R D 56_ \� �\ �• 1`L' �1 PROPOSED TDP OF CURB o fo \ 0' \ EXIST/NC FCOWLINE OF i i i ti� b• \�' to q' O c h I CROS GUTTER 32 E / 1 SO \ b S \6� co h O PROPOSED fOR OF CURB O W{ SCALFS i r •. I oReoN rAL / 40 � W � m W { VERT/CAL / = 4 /2 /3 /4 /5 /6 /7 35 /8 d /9 3/ 20 2/, 22 23 .24 J 33 33 +. \ v o Z NOT ., L E 3 m W � t a 00 •C (� �� N o t ,� NOTIFICATION OF THE INTENT TO CONSTRUCT 5 WITHIN H M M $ i� ,��► ,,�,P � �, Q THE CHANNEL UST BE ADE AT LEAST h o G y��'�(µeR' Q Q w �' 96-HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. /q N y CHINO BASIN MUNICIPAL WATER DISTRICT to i \Ox xo0. h N P.O. BOX # 697 �r 9 �a 26 ^ 1q h W * P' ` 8555 ARCHIBALD AVENUE Q CUCAMONGA , CA. 91730 \� \F oA'% \�y �6. `1 `h q // 27 y�P 3 TIT B22 4 /B3 /6 50259 7 EST Rlw MR. DON FETERS ( 714 ) 967- 1712 V A �, - - --_ - CONTACT THE FOLLOWING , AS REQUIRED, \ ro - - - \ \ e ° • \ 48 HOUR PR T EXCAVATION : - - - \ % J 9 S PRIOR 0 TION B 7 \ I� a �� General Telephone Co. (714) 983 - 1811 If65.o3IFS. 9 J " N9000 Hellman L�venu�� 4 M, _ awl w Rancho Cucamonga , „o. 91730 / u >� ►� S.M.ht � M \ �- _ /2 - -N�'/O '.�7 W - , 12 `- T S- 2 S Southern California Edison Co. (714) 986- 5861 /2 - - 1 I �/i 1 I -�- / I - _J�• I I /8 _I I i` 1 /9 I 10 1 I 2/ I I / 22 { P.O. Box 513 (64.09)77C. t I / / 1 I I I I / / I J I O 20' 20 20 - O (65.48)FS. 11 - _ - - - _- Ontario Co. 91761 63.02)FS _/ /2 / / N WI (69.90/FL. N EX/ST/NG /O� WIDE I 74.00 T.C. - _". _ _ _ -_ _�_" _ -_- - _ '76 98) Southern California Gas ( 714) 884 9411 j�' � ___- _ ' r a - -- - -- - - - - -- - -- - - - -- -- - - - - . . _ - - - - - -- - - - - =_ - - - _ - - ( O_,_ - _ _ -- _ - - - -- - - --- - ___ -- - -- - _, P.O. Box 6226 - - o - - II �a --- -.4 - �,ti - -\ - L ; - - _ -- -- _- } ; \ .\\ m Street I7 O Existing /O�wide I / �. -'- - - N a Son Bernardino , Ca. 92417 E t . . .i , conc. Chonne/ BO Imo. 50 -� I• I 40 50 _ 50 I 50 30' \ \ \ 1\ h 62.40 T of Headwo// / /46.26 =' ; 20979 50' 50' -. 2 ,WCucamonga County Water District ( 714) 987-2591 1 y �, �\ A° 7 t '� oo (73.06/T.C (73.461 T.0 1 /6 �\ \� N I 57 h EAST R/W� : "' N 3 ,q T P0.8ox Bin 638 D (72.401 FL. r� (72.821 Ft. 3 S R/N/ /( I � �- SEE STORM DRAIN PLAN Q 0 k 3 3 3 N I_ ,, 3 / 9641 Son Bernardino Road STA. /0 f 66 74 B.C.R. 3 3 3 O ►, 3 3 h �O £.C.R. 0�' B.C.R. p►� 3 3 / SHEETS 485 OF 6 FOR MATCH LINE SEE SHEET 3 OF 6 'o ►, 3 h ►� a ►� ,� n; R 2 i 3 3 0 0 K. '� �� IVORT/�l E o z r. CONSTRUCT/ON OF zi Rancho Cucamonga , Co. 91730 H obi 1 oVi O ^ N o, V ^ ` // ° // ►� �` m 'o i j r $ h Z � R � W STORM DRAIN. ni hi a 2/ h �o m W � `� h 2 0 o 34 V a e o a s a 'o X 28 /6 CURVE DATA �0 3 I 3 '� o 1 ,� `O " '` a h h o � '` °'m o a W o .; Q - r' A' 67.27 FL. / m �' ` .i 1 m Q �+ 3 * ►` x 2 p p 3 3 3 p * a 0 3 N <'r h W f"�/ , V m 3 �-F'/ �� 3 333 Q .�z �O .J m Q �. k O ADDED STREET TREE AN EA 3/ 9 P,A]1•I -� 4� m m PA j"? i o, r. 4 S D NOTES BY / 3) _ v 1 3 N M �m yN 2 � o e �� N� c, �m � ��� O R.A.B. //590 A R L T � m z �. �. - . o , N N 3 A I c� 3 hBERT BEBENSEE R.C.E. O �o �I' �a• � O Q M � 3 J � � � V O * J . h �n h CoCo , m ►� �!• 2 BACKFILL BEN/ND WALL � = m Q Q 0 / B9°34 /7 35.DO 54.72 34. 74 ° `O I o 7 rr' 0 * �` 4 ' BELOW TOP Of WALL. , p y N O O N M N t O r O m m mm N MODIFIED ALIGNMENT Of FLOOD WALL °i N m Q Z�` Q AROUND SC£/GTE VAUL TS. R.A.B. 2-28-96 0 55 oa � '� - -- - L 2 90000,00" 136.00' 156.55' 36.00 �� m h m H ►. O ►� �` �'� N o W ., ,, 2/ -- d h O H a v 2 h 3 DELETED EWRGENCY FIRE ACCESS AND DELETED I 32 ,r 3 3 3 a HERMOSA 20 _20 o �� h AVENUE Q - 4 R.A.B. -2/-89 `.144 a h W O TRANS/T/ON CURB. ADDED FL01�0 WALL STA.2/+�7St5 3044 p h Q � Q 25Im 25 2 m MARK INS RIEVISEDATE INITIAL APPROVED o N Q W DESCRIPTION S/XTH STREET �' �*, 0 3 SHARON ° 3 Q ED SEE DETA/L 7 SHEET 6 OF 6 FOR � W W �, SEE SHT 3 OF 6 SEE STORM DRAIN PLAN, SHEETS 4 B 5 OF 6 SHEETS 2 FLGO�D WALL CG'NSTR1_C'r/ON a ° CIRCLE � ° SCALE : 1 = 40/ CITY OF RANCHO CUCAMONGA FOR CONSTRUCTION OF STORM DRAIN. W Ex/stmg Street Improvements 2/ CONS TRUC T/ON NOTES CONSTRUCT/ON NOTES CONTINUED ger °»� N°•32°'Sh'•3 LEGEND PLAN AND PROFILE �• /, ' ' �� /6 CONSTRUCT FLOOD WALL , H=4'-0'; TYPE i W/TH EARTH BACKFILL / CONSTRUCT 4 A.C. OVER 4 A.B. PAVEMENT. !' l BEH/ND WALL per Defo/t 6. see Sheet 6 of 6. �] IND/GATES AREA TO CONST. HERMOSA A VENUE /7 CONSTRUCT 4' WIDE INLETS AT 20' O.C. /N EX/STING CHANNEL, CONSTRUCT/ON /1K�TE.S CONT/HUED 4 "A.C. OVER 4"A.B. PAVEMENT 0;::�_CONSTRUCT 6' WIDE P. C.C. SIDEWALK per City of Rancho Cucamonga Std 3/0 8 3//. (REMOVE EXIST/NG TOP OF CHANNEL AT FINISH STREET SURFACE. FROM SIXTH STREET TO BOO'f NORTH OF SIXTH STREET -REMOVE EX/STING P.C.C. CAP. /B CONSTRUCT /2"CURB B 24"GUTTER per City of Rancho Cucamonga Std. 303. IND/BATES AREA ro CGWST. r VAR/ABLE THICKNESS Ot�ERL AY. OR-87-/9 a ZO f FE'f�6�fi4B FA FO PO 30 PLACE 2"z 6 RE DW000 HEADER. &TER- 6! A� ® rNDiCArES AREA OF PAVEMENT PARCELSI,, 4 AND 5 OF PARCEL MAP 5499 3/ AD✓UST FIRE HYDRANT TO GRADE. , REMOVAL. O CONSTRUCT /2 DIKE per City of Ron cno Cucamonga Std. 3/3. 32 PLACE STREET LIGHT CO. Requirements ( Type 22,000E �- APPR vE Br - A q-�2- 88 AW 0 D DTE - 7 S CUT AND REMOVE EX/ST/ASG PAVEMENT. 2/ �PLHCE STREET LIGHT per ED/SON CO. Requirements ( Type 9500 L J . y �Cr---E�!'ER-PE-;TSE "�.�-SM?fVE�4Y IND/GATES T PE 9500E STREET _ - 22397 B CONSTRUCT VAR/ABLE THICKNESS A.C. OVERLAY O.t0 Minimum PER TYPICAL 22 EMOVE B C.M.P. CITY ENG+NEER _ R.C.E. ( / � -Def . 39-.� LIGHT TO BE INSTAL L ED. - SECT/ON ON SHEET 1 . 23 REMOVE 12 "P.RCC. CURB AND REINFORCEMENT. 34 CONSTRUCT BARRICADE, W=11 per City of Rancho Cucomongo Std. 404. I 4a DESIGN RECOMMENDED �\ ROBERT A. BEBENSEE R.C.E. C�COLD PLANE EX/ST/NG PAVEMENT O./O'Min. DEEP AT Ol/TER EDGES 24 REMOVE 4'H/GH FENCE. 35 AD✓UST EX"/ST/NG GTE E� BOX TO GRADE. /� J . F?�\ R J. H �= 9121 Haven Avenue- Suite 270 A ,�l4r 1r� FOR SMOOTH ✓O/NT. ( No feoMer)• 25 CONSTRUCT BARRICADE, W= /6per City of Rancho Cucamonga Std. 404. ,`:`, f; P.O. Box 1614 a 4 tREMOVE ADJUSTEXIST/NG SCE. BOX rO GR4DE. yDRAWN Rancho Cucamonga ,CA. 91730-8614// CONSTRUCT HANDICAP RAMP per City of Rancho Cucomongo Std. 310. EX/ST/NG CHANNEL, BACKFILL AND COMPACT. �( `cr: ``' ' '' ( 714) 945 -2119 SHEET 26 SAWCUT EX/ST/NG CONCRETE CURB AS REOU/RED. l�- _R. P. B. p 2 OF 6 n i`, . [C�..t +��R.C.E.22877 27 CONSTRUCT VAR/ABLE CURB Q 24 GUTTER per Llefai! 3. 55 CONSTRUCT UNDERSIOEWALK DRAIN per City of Rancho Cucomongo Std. 5.,7. � C �.;�`� , _ "� _., " % CHECKED Robert A.Bebensee Exp. 12-31-89 D l�D CONSTRUCT MODIFIED VARIABLE B"- /2" CURB per Detail 2. 2B CONSTRUCT CURB CUT- OFF WALL per Detail 4 . 56 ADJUST EX/ST/NG UNDERGROUND UTILITIES AS REOU/RED. C/TY 7 DATE 3- 3/- INSTALL /5 GALLON PLATANUS ACER/FOL/A per City Std. 60/Q True Notes/Sheet lof6. -- _ 8._ FIDE No. I a •� a BENCH MAR K N0. III - A EX/STING GRADE 44'N./f h � O ^ � � � � N �^ � � � llrhrthwest corner of west wingwo// of northeast corner sof 8>h p \ O AW (Future J Street B ht-r1mwAvenue.Found conenail in chis. a 23 north of H omsED TOP OF CURB 32' N./e m ao 2 20'V.G ^ ti 8th Street l2'east of of Hermosa Avenue, 44.5'south of the If .20' V. C. VPI /2 32 '` south rail of mainline tracks Q 2' below tracks i - --- - PI=6791 '- _ _ T__ - - - - - -- . 16T 9/ -T- - Q' Y.C - Future � N d/2 d/2 � .i. V.P. = 69.59 i TI\ N� V. _ n ` ELEi�ATION ttt0. 05? i� ll • It � V v 1\ RO tV` .!fu � N Nh L -54.72 O � a � � c6 � h � O cO �° p �p� � a 9 �o O �i"� O ti i^� V a' •'i � RNj � � o (Z toO to O fry rt �? 6/4 d/4 d/4 d/4 `D ° o a h i i h h o 1 M Ica O p . b y * Ici O pO eOtS O* h Ob � bO� t\ -FOrURE TOP OF CURB 2 w f�j o h i• � + ®� k. /42%1 _ _ ° ��� 89; '� of 1 m hZ 06 f, t" r` C3d h '107 -67% - = 1070 EX/S7/NG TDP OF CW8 32 N. / y : EWST/NG FLOWLINE 32 N. r j 5 100' V ' fn I 0 �ti' ,�� �• poi X. V. P. I. _ 6 IQO V C. rod' \�' �V.PI. - 69.59 ! 6 i to \ 1 i EXISTING SURFACE A1` k LAX/ST11VG SURFACE AT R 0.479' 50 C. ©7C! i V.P. L;= 67.56 fdROPO. ED f/N/. H SUi4F�CE` A7r F _ \�. 5 i R= 0.50 9� I p d �. NF '/470 R= 0.67% �6 . of 0� 141 Ak ------------ 4� 5 �' Fy rAd .0 \ pO�1 1� �A ���,� h h fob O C� h d % '1 cD "� co zin \f0 1ti� ati 1 . �1. p 1� 01 O 6� 00 1 p ti��yv .N �1. oq� �O ay \ `� ''� h °'�° \ \ Ib ^ N ° � 1 0 co 0 FvT rc to 46 Cj% 13 p to 1z; p O O p p h p R= 0_49 j PROP. TUIf'OF CURB V o g NOTE;77 . o1 Rt V V O V THE EX/ST/NG OVERHEAD UT/LYT/E-S I ELECTRICAL u 1 m 4 4 67.50 Future * O o O m J V W V h COMMON/CATION AND ELECTRICAL, EXCEPT FOR •' O O 0) 0 Q N 0 n V 66 K.V ELECTRICAL J ON THE PRO✓ECT SIDE OF 13 0 .fM1 }� SIXTH STREET SHALL BE UNDERGROUNDED FROM p o o + 4 ►� ;\ �� OI 0 �9 Q1 �1 .01 n �y K1 +'f) ry THE FIRST POLE ON THE WEST S/D£ Of HERMOSA h F. m M M O M '� n THE DEER CREEK CHANNEL OfF-SITE EAST OF AVENUE rO rHE FIRS 7'o n L PRIOR TO PURL/C o , . , o o � . � � . IMPROVEMENTS ACCEPTANCE OR OCCUPANCY, SCALES : WHICHEVER OCCURS F/RST. n HORIZONTAL 1"z= 40, VERT/CAL >"= 4' _ QO-C. pG. 0.C. 5/ c. r-J�'rr '/ /3 / ,I /4 53 r �i /5 /6 /7 /8 /9 BUS BAY V J�l'J I J f/J l'J J� .J 1'�� /O Q eco Q /5 �2) /2 v Ci.; oa Ci W '� PEV/S ON® s'8r g NOTE ►, 6 /5 /2 /3 r,� 6 h O ►. �0" co '` :" '' o `� W 3 3/v5 A NOTIFICATION OF THE INTENT TO CONSTRUCT O h W 14� 'o °j %d SEE CUCAMONGA COUNTY Z 2 ^ V Q �0,�� 44 44' V N 2/ °j °'�' WATER D/STR/CT Q Z Q 2 O O � '� Q a m e m i Q Q o ,, , . :/���Q' WITHIN THE CHANNEL MUST BE MADE AT LEAST 32' /2' W h co °j cO `a O cc b DRAW/NG,P.M. 5499. O Q �, O �" -k 2 ^ �` O 4�i 2 RWERT J. LL RCE 3 88 L24TE °j c O �. �A`��0 96-HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. ` - (- l�t. ►� $ 0 h% o h o •� 2 a Q o o h o o W + I ij o h tk� o "' h o�' A07-e. geFER 70 ZMID6E W/QEAMAIG OcLANS CHINO BASIN MUNICIPAL WATER DISTRICT * 4+ O a % N h 3 '� O Q �i h N h N "� O ck ck FOR/MPRiO✓EMEMTS W/TH//v SQGFC� 1 P 0. BOX # 697 , T Q � .. � � kcW - 3 h 3 3 N � I I I I = cn v oN Q k+ RI W�DEER CREEK FWaV rASH /AC•L ►�� �` �` c "�Q �' h � '� � '� h �, o � 8555 ARCHIBALO aJENUE 1 Q O c c ,� h c J CURE GUTTER I 3 � , PdMT S7??/Pi/V6/ ETC• I CUCAMONGA , CA. 91730 � � QO m Q � Q ° O W II `' k'' `' Vi y`o W W 4i y �'+ ^ y �+ y W W 7/.99 B.W. REFER�O TEMPORARY TRAFF/C J �) ! MR. DON PETERS ( 714 ) 987-1712 Z STR/P/N6 PZ,av No. /74/-s. CONTACT THE FOLLOWING , AS REQUIRED , F�,cJ fr�'F'/ ,� NORTH R W` F��Jf _r,C7 / (72.59)F.S. Q t -4 6e.94B.w. 69.116W I I � ( � 48 HOURS PRIOR TO EXCAVATION 245./O' V-- - -- 2.55 -- -- - . pAffm -- 11 I ^, --- -- _---- - r General Telephone Co. (714) 983 -1811 71.41 FS 72.28 Top berm ��+--- N (7245)FS I 716%FS. ( N - - �✓ J �(� 9000 Hellman Avenue / �' ;� Rancho Cucamonga , Co. 91730 72.60 Topbe 3 0 ® ( 6794f f a 3 ` - I ' / - (71.93)F.S. }{ 48 " s0 Southern California Edison Co. ( 714) 986 - 5861 1 O TC. 67.95 TC. P.0. Box 513 O I -"`� 1 � / I r 72osroper�r' l7i 77�Fs. / /�� ��� / .I�/�� j�/I ���� ° /?��r/�� 7 9 -h / Existing PCC box cu/wrl Ontario , Co. 91761 V89 44 54 W 9 FS - -- - I I - --�-- 7/.seropber - //4 S.D 9 '� I I I I0067-44)rc / // o I j I,/2 /3 O / /4 / I� /5 /6 1 7162FS. /7-N / / /e /9 Southern California Gas ( 714) 884-9411 .SM.H /06 FL f+ \ In 16 W �� I i /6 '- W-- � j¢ (72.491 FS co 5� - O P.O. Box 6226 IN / - - -- - -- - saw r d o/ yob 6�rc ��"� - I ba cur oi>d / --=-- rh c e /b6"w 155 G Street X ( h /Ob8.00FL 4 Z �) - K,- • / „ S 't r Z ® 438 3 - I - - _24 I San Bernardino Co. 92417 -- -- Cucamonga District ( 1 ) 987 2591 �. p� 2�'SD 24 SD ___I �,.3 7-c, � y D s 7 4 / 70. FL •� Cu amen a Count Water i _ T \ P.0.Banc Bin 638 I 1' 9641 San Bernardino Road 7', 2 �, 4 37 ,, 37 2 ;° Rancho Cucamonga , Co. 91730 o 7 � / h /5 4 4 /3 ; 2 /• 15 Z m B 9 \, � (57. /7J FL. Q h W W EXIST/NG SO TH R/W $ ® 4 4 v o ® W ,�, ► 30• ►, h •a 57 ,, o I Existing Street Improvement per Dwg. 905, Sheet I of 4 Sheets O \ N 1 lb � % � � QD O 1 r m TYP ko? g00 \ V X / AGL�ED PNMT CEG, SDWK Sr LTS, Sr. TREE5,/VEW j1nIg * s g' c oc ® z c c 1 CURVE DATA 4Q �W, �(S. 6 Tf/ST.STA. /D*l07* 70 SrA./5+66 Q Q R.H E�t/G/NEER/NG, OR 99.77TYP h � W y ��► W y W 4, ` y W N h W W O d R L T ALIf7ED STREET TRESS AND NOTES BY(C-A /Z/;►i93 �{ 21 )2 Z/ W I o ROBERT A. BEBENSEE, R.C.£. (� R A.B. //-5 90 l�l 2/ 54 12 2/ v Q / 90 Dia 00 8.00 /2.57 8.00 - '• _. -_--. _-_- �! - INITIAL DATE INITIAL DATE � 2 !B-SS•?9' 92.50' 30,55' /5.42 MARK DESCRIPTION �'I * 4 REVISED APPROVED S/XTH STREET 2 �Q 4 3 12'40'49" /36 67' 30.25 /5.42" +V all- PLAN4 /2°40'49" 273.33' 609' 30.37' CITY OF RANCHO CUCAMONGA b � AND PROFILE 33 `�; p �� SIXTY STREET CONSTRUCT/ON NOTES CONSTRUCTION NOTES CONTINUED 5e 4 CONSTRUCTION NOTES CONTINUED HERMOSA AVENUE i !. �, , l FROM HERMQS4 AVENUE TO 640 f EAST OF HERMOSA AVENUE LEGEND ® REFER TO CITY DWG. A10.IW CONSTRUCT 4"A.C. OVER 4 " A.B. PAVEMENT. &-REMOVE EX/SrIMG POWER POLES 9 UNDERGROUND OVERHEAD UT/LIT/F-S. Q 5T INSTALL 15 GALLON MAGNOLIA GRAND/FLORA (MAJESTIC ` , 2�CONSTRUCT B"CURB B 24 "GUTTER per City of Rancho Cucamonga Std. 303. J3 INSTALL /B" R.C.P. BEAUTY) per City Std. 60/ and Tree Notes, Sheet I of 6. �. �_'+v'� / -` DR-87- t19a20 4 58 GWSTRUCT G1,4RD PER CALTRANS STD A77D OR EQ!/AL. PARCEL 5 AND 6 OF PARCEL MAP NO. 5499 0 IIrO/GATES AREA TO CONST. � .. . . : :/� 4"A.C. OVER 4 "A.B. PAVEMENT. &--coNsmucr 4' WIDE RCC. CURVILINEAR SIDEWALK per City of `�� APPROVED BY DATE Q•"12•-98 INDICATES AREA TO CONST. Rancho Cucamonga Std. 304. - 22 - Sa--CONSTRUCT B AC. BERM per City of Rancho Cucamonga Std.3/3. 4 37 /NsTALL 3"CO/VDu/T E ND. S PULLBOX FOR TR,4FF/C SIGNAL 29 EMOVE EX/ST/NG INLET STRUCTURE. CITY ENGINEER R.C.E. ?2397 VARIABLE THICKNESS OVERLAY. //VTERCO/u/VECT. DESIGN RECOMMENDED ® 66 colvsTRUCT P. C.C. DRIVEWAY, w= 35.00 , per City of Rancho Cucamonga Std. 306. 38 CorVST BUS BAY PER CITY STD. Nth. //9 3O LACE 2 x 6 REDPWOD HEADER. /, ROBERT A. BEBENSEE , R.C.E. IND/GATES AREA OF PAVEMENT 7 SAWCUT AND REMOVE EXIST/MC PAVEMENT. R.J.H. L=' 9121 Haven Avenue -Suite 270 SCALE : / = 40 REMOVAL. //VSTALL /5 GAL. STREET TREES PER LEGEND E NOTES - P. 0. Box 1614 vita 414188 _ 8a-CONSTRUCT VAR/ABLE THICKNESS A. C. OVERLAY (0.10 Minimum J 4. 57CW DRAWN I Rancho Cucamonqa ,CA. 91730-8614 SHEET IND/GATES TYPE 9500L STREET 9a--COLD PLANE EX/STING PAVEMENT O./O'Min. DEEP AT OUTER EDGES FOR SyEET / 5/ GbNSTRUCT MAf/HG�E 'A', per City of Rancho Curnmrx�go Std. 5/O. ( 714) 945 -2119 LIGHT TO BE INSTALLED. SMWrH JO/NT. ( No Feather ) @-PLACE STRE T LIGHT per EDISON CO. Requirements. ( Type 9500L J. R.P.B. 3 OF 6 53 ADU/ST STORM DRAIN MAAIAME TO GW.DE. R.C.E.228" W/RP6 (SJ 4 CHECKED Robert A.Bebensee Exp. 12-31-89 DRWG•NO• fR /O RELGCATE EX/ST/NG STOP AHEAD S/GN. 8_coNsmucr BR/CK AND MORTAR BULKHEAD. CITY DATE 3"31'x8_ FlLE N0. JZ Q I