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.GII�WIai�(O�.W�.dWl�lY.MYfRYdl.RANINYpW9�Y1YIW _ - � - - - _- - - YlB{Mltlll6i®19�Y� f -i 11tACT NO0 134-4- 4 GENERAL NOTES IN THE CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES & ESTIMATED QUANTITIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD OI -- CONST. 3" A.C. OVER 4" A.B. PAVEMENT 250,547 SF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC., SHOWN OR NOT 30-- CONST. 6" CURB W/24" GUTTER PER CITY STD. 303 (SEE SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN DETAIL ON SHEET NO. 1) /2 989 LF ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT HIGHLAND AVENUE 4� CONST. 4' WIDE SIDEWALK PER CITY OF RANCHO NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA WILSON AVENUE CUCAMONGA STD. 310 & 311 51; 95.8 SF ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR --I O- CONST. 6' WIDE CONC. CROSS GUTTER PER CITY OF CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. RANCHO CUCAMONGA STD. 308 (INCLUDES MONOLITHIC Z � CURB) 3,750 SF ? 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY z z LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO Ill> w w PAVING. O Q Q Q 6O - CONST. HANDICAPPED RAMP PER CITY OF RANCHO 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH O l� CUCAMONGA STD. 310 /9 EA BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALLO HIGHLAND AVENUE 17 /Q�7 -- CONST. DRIVEWAY APPROACH PER STD. EA BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 4 DEER z .•� N/ G, X .:U UNLE55 OT//E,2/(//SE NOTE A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED M4 19TH ST, CREEK Y �®PROJECT �8 - CONST. LOCAL DEPRESSION PER STD. NO. 518, R DETAIL /3 EA TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT , w THEREON OF BASE MATERIALS AND/OR SURFACING. ; CHANNEL J . 9 INSTALL STREET LIGHT 5800E 59 EA 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR _ Dc O DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND SO. PACIFIC RAILROAD /0 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. 401 & 402 106,14 GRADATION OF ASPHALT PAVING. 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOILS W1iICH BASELINE ROAD // INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONGA CONSISTS OF A ROCKY MATERIAL, THE ,SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THB SUB-GRADE z STD. 402 13 4-A AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE a /2 INSTALL STOP AND STOP BAR 3 EA MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. LAR 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM VICINITY MAP /3 ADJUST WATER VALVE COVER TO GRADE tri EA RESPONSIBLITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED N.T.S. 0-- ADJUST MANHOLE TO GRADE /7 EA PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD 3 510E.WALK/UTILIT`f NOTE= FREE, ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE AI„l.. (YTIQTlF5 (INCW0lNG FIRF. HYO AN75, STRF,I~T 1. GHTS, /6 REMOVE EXISTING BARRICADE_-_ /08 LF CLEANED UPON REQUEST OF THE INSPECTOR. nT kF_VZT SIC-SNS, ANp MAIL,, 130X�S)SHP.I.I., � 1,lJCt'•T�CJ 10. THE REPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING /i/ 5EHINQ 4' A03,,e,,CT To CURff3. @_ INSTALL BROOKS BOX NO. 2424 WITH PARKWAY GRATE /9 EA REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND CA WATER, GAS, PHONE, ELECTRIC, OR ANY OTHER UTILITY LINE 9/'9 2 /8 STALL 3" x 5" STEEL THRU DRAIN PIPE PER DETAIL CN /9 EA INSTALLATIONS WILL BE THE RESPONSIBLITY OF THE OWNER, AND SHALL 0 - INNT. 2 BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES 2 11 AND STANDARDS. l9 INSTALL GSLEEVE FOR FUTUfte IRR. LINE 50 I 11. ANY CONTRACTOR PERORMING WORK ON THIS PROJECT SHALLQ 1/ /NST/1LL /6 G4LLON STREET T/IEE PE,P SC1lEOUCE 4N ?�-EA. FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE ,jNEET / .4N/2 C/Ty 5'TO. Iva avl,, FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR T 3 0 INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES LANE .S'r?EiT ms S'CmE�DULe ARE SHOWN ON THESE PLANS. 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT. 5T?EET N.s,{/E 7REE gU.1N SPQL'/N4 S w � � PARK 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. w F./g2/,sNOPL,4CE s3,c�,4C.�'C.�IiToN /pE,s ?SOc. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS EDGE OF PAVEMENT 0 ,r1lE,?/iOL/US z PRIVATE ENGINEER'S NOTICE TO CONTRACTOR POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE > GALGTiN,4PLeCE GE/✓E,?4 /9E./ 30'D.C. THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE Q REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL "P.lP �4' STRUCTURES SHOWN ON THIS PLA ARE OBTAINED BY A SEARCH OF Y/fL0 N CURVE AREAS. F O T � � 7 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO i 14. SUB-GRADE STAKES DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION < ` CD/VSTaUCr�ON/V�Tt���Da s1Q��rr�P�a�s EXISTING REREQUIRED TAKE ITIES EDUE PRECPT AS AUTIONARY ONARYWN ON SMET}AODS TO PROTECT THE f-T.QEET TEPEES 0A, TO i3E i°L,4c'E/> /N.4CC0�?/�eNCE w/T•�! Q SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL , a S SHOWN AND OTHER LINES OR STRUCTURES NOT SHOWN ON THESE UTILITIES BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 ,eCITY XT0 GO/ PLANSIE FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN SW INTERVALS. �. w Z.,�ILL ST/IEET T/7EES s/%✓L[�SE ST•4llED�i✓i�.�./wTEO QccaQoivG p To C�rY sr/O 60_ aP GOSj As P,Pvxinlirs�r.0 N4/lores�E ADDITIONAL STAKES MAY BE REQUIRED BY CITY ENGINEERS AS NEEDED ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON ORR OPERATIONS SO THAT ELATED TO THESE PLANS SHALL CONDUCT THE RI AT WARPED OR VERTICAL AREAS. * -. $ W O/CT•4T�S. ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC 15. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS -" 1A !-� RtYi» 1-• I PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY _3 f,S/ICKF/CL M/XTU.PE OF,�JLL 3'TIIEET T,QEES 5�1./LL,8E PE.�T.fiE S R C STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. /1 C ENDO ONS a, /V-daA01VOM1CSO/Lf e-,r, I7PrfU?N/S//ED WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. I f f OM�c-f T/ DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED TO ?W C//Y/•f/Sf'ECTo�P. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SPRR 4. NO Sr2FE7 r?EE X114-11 /3E 'VeNTE/J AY//ERE T//E CENTER THE CIVIL ENGINEER SHALL NOT BE REPONSIBLE IN ANY WAY FOR THE 16. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR Of THE 71,71,1 /C /-f CLO.fEQ T//.QN iwwFEET TO J7/E "e-11 CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE OF CUel3, 61A(LE.5-5 NOTE.O "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE S 4LC ST?EET TPEES,411E DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS INDEX MAP L6Y T/!E C/TY - WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. SCALE 1"=400 CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 17. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION. PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 18. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL UTILITY CONTACT NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS, R-VALUE, HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION /SIN R W WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE AND SAND EQUIVALENT OF AGGREGATE BASE. L.4NOSCAPE /6� / CONTACT THE FOLLOWING, AS REQUIRED, 48 HOURS NEGLIGENCE OF THE OWNER OR ENGINEER. 19. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION CORS L/NE " EASEMENT 46 PRIOR TO EXCAVATION: GENERAL TELEPHONE COMPANY: (800) 422-4132 /lELOCeTEQ ST.L1Gf1TONG4G4T/N•4PLelE.xonfa ST,?EET PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: S-0.025 �� � IL/_�____ 2PL 2.3' 2,3' 4' 280 SOUTH LOCUST, FOR UNDERGROUND (SEE UTILITY LISTING HEREON) � 6" � 24� I 318 LIP 4 - P.O. BOX 2920 SERVICE QTNEES.�ND�,oQ/yEK%4YSO.vC07�'St�-93,/,�3/./G,/�/62. �N� TC ELEV ''� RUE, P.U.E. POMONA, CALIFORNIA 91766 QEIl/SEOQl1,diE(T/JYESON3,</EET/RND W100E05•T11EET -� I 5 /8 /8 5 T/IEE NOTES AND S111EovLE aN S1/EET/. 11201?- 6' k 12"R I TOP OF PVMT. 0.50' pwl SOUTHERN CALIFORNIA EDISON: (714) 529-2070 DATE CITY 6" /2„ oda .-, 2191 EAST BIRCH STREET (714) 529-2889 DESCRIPTION OF REVISION APPROVED. •.' A' .� 20. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND 6' ��I ;� 8 , . 0.03 BREA, CALIFORNIA 92621 PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS (PRIOR �,o,. y te,d �a//_ LEVEL L/NE l -O CITY OF RANCHO CUCAMONGA ,•,' .?•v. •-_.. �•� _ 3 -�- CUCAMONGA WATER DISTRICT: (719) 987-2591 TO FINAL PLAN APPROVAL). ' /79'0 0 -- - - - -i/q� 9641 SAN BERNARDINO ROAD 21. THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY4 �,o o � RANCHO CUCAMONGA, CALIFORNIA 91730 PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 7.5" 23.5" CEXCEPT IVR LUCERA DRIVE) SOUTHERN CALIFORNIA GAS COMPANY: (714) 529-28s9 STREET IMPROVEMENT PLANS FOR LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE 2191 E. BIRCH STREET (714) 529-7070 IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND BREA, CALIFORNIA 92621 ALL UNACCEPTABLE PAKWAYIMPROVEMENTS REMOVED AND REPLACED T O HE �ATIDSFAOCTION ADWAY OF THE CITY ENGINEER.E DETAIL 0 6" CF & 24" GUTTER TYPICAL SECTION PACIFIC TELEPHONE: (714) 999-5639 T.I. _ 5 METROPOLITIAN WATER DISTRICT: (714) 593-7474 (NO SCALE) (NO SCALE) P.O. BOX 54153 TRACT NO. 13444 "-r^= LOS ANGELES, CALIFORNIA 90054 ss/ 0. ,,?Fs,0owsi,8LE FO,P ovzL / O �� b��_ 4� APPROVED BY: DATE: 3 : �' '� CITY ENGINEER -� RC.E N0. 22397 DESIGN REC MMEN ED BENCH MARK B.M. 1638 MrMORSECONSUMNGGROUP , 3386 /��is..»..c.cwaarc.wnc.'cworra-nwc QROEESSIpy� t�Ja S ! .J rte; ELEV. 1297.297 A4 K. �o y C. �� CC >:n t WILLIAMSON S '; ° A" �- 24' EAST OF t ETI WANDA 4860IRVINE BOULEVARD,9 SUITE 0-1999 of �� � '�09 C. x, 63 90 Yee WILLIAM LYON AVENUE AND 40' NORTH DRAWN 1RVINE,CALIFORNIA92720-1999 h T �]1a173o-nt� SHEET CONSULTING CIVIL ENGINEERS AND LAND SURVEYORS ll< ]� f � No.20596 LYO S► T OF (t BASELINE, SET BRASS MSelvit \P1101 S. MILLIKENAVE. STE.G ONTARIO A!_IFORNIA 91761 (714)988.7880 ,rlv 11540 AAC?11llALD SUITE g OF RANCHO CUCAMONGA. CALWORNIA 91730 BENCH DISC. IN TOP OF CHECKED /tri ' �, }gyp °!/ r �grFOFCAU� a DRAWING NO. APPROVED BY R.C.E. EXPIRES DATE IE OF CAt%�O� NE END OF A 4X2 CONC. '�. � . .�+• q( DATE fv-3a,�lo to Z� 40 BOX CULVERT. 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" 1�1:�_�� I CITY ENGINEER ,_ -V,-- — R.C.E. No. 22-397 . . ,/$� DESIGN R MENDED I . ,eA,,�M0RjLC.0NSuLnNG GROUP E it r . LAfAxlAffAR0ffnXTLM � 6 It-:, " ad ,,� % �� M. - - I 4860 IRVINE BOULEVARD,SUITE-201 - ,I)I r r-in' t,uriao - % �� -'i I IRVINE,CALIFORNIA 92720-1999 - .1 �q I 5 � SHEEt i. DRAWN 4)730-7117 �3 - * cl i. * = No. 0 596 = N - - -'I-ff N, �, N, C'4 J�� ,4,0,0,6:0 i 1.2,e1k1&,W.4,vS .,eAI,O 5 7"Sr 7,ff.fS 6z1_q,, ? LQl= * Ekt 9-30-H * 5 ll� " I(I 0 7 1-4 1.�I 10,Y/I 19,?o 3 I'll 4"../j,4 f.-/.IX 0,/ja I Of-.-n A141�r - lyll. - OF A-1- f-5,-r 28' +7;d DATE d(Ty CHECKED 2e 0 C -- DRAWING NO. I I __ ____ DESCRIPTION OF REVISION G.3 i — 1 ATE - I ILE NO / 19� - - ____- - — — - I '" , — ____�_ - --4--- T I [Tica .. I— f � ENCH "" i i= t T I ! L i � � J � FE2�( i I f � V. 1 � � 24 EAS I I � VF N I I I I % _L I A IF b r )'9 T :r I T f � I : i I __ I � I t I I � 4 �j � � I I - Mt ,� t I 0__l__l �� � �0_ Ir 61 - - - T >_ i � I � � I =_ I � � i � - � � 4 f I I 'I i I m + F � I 1�7_'�V__�� 4�_ F 44 -11 , 8v 1 1 4 I _ .; I I ri F6..--*- I � 1� L 1. 0 f I I li :I t I � � � � � � I- I r I F 11 I JOB NO. 240-5600 - . I I . - __ -_______ ___ - , . I I . . . .� -_ � I . I . __ __ ....�... - ...�...- , -1 ......- __ ___ -- __� - __ __ - __ -__ __-_-1---11 I— � - - ___- I I 1- - I � -- __ __......�.......- 4�����- ._._�... . == _ __ ___ .__ __...._ ___ , ,,", �� .. "I - " - ____ _ , : . 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CANOSA PLACE & VETTUNO COURT &'�� @_ INS7ALL SfO,O SION PeR 417Y 0.,c_,?,4A1C110 C,1164A101V67,4 5'ro. 402 1 _'/� 14 ADjosr mANHotE 7o GRAD-c TRACT NO. 13444 ;111 @��/7& IN3TAIL 3ROOKS 13OX NO 2424 NIPARI<WAY ,GRA7',5 . . / . APPROVED BY: � DATE: 411141-16-k - @� IN37A LL 3"x 5",9T,-EL TRRU,0A41,'V PIR,w R6R DETAIL ON SH72 00//,- -%.- -__'!__r�-- ' ' CITY ENGINEER '�� I R.C.E. NO. 22397 DESIGN RKC�M M EN 13E D ftL0M,LCON_1ULT7NG GROUP E I 1c, 4fK - ..-LAIAWO�CAM R rLL' "�111 - ��'.A r-'.*-A F ''"_--' - I '1. - I _ 4860 IRVINE BOULEVARD,SUITE-201 � IRVINE,CALIFORNIA 92720-1999 �� �3 DRAWN ( 4)730-7117 � � tt� N0.20596 = AfmS * Exp.9-30-8 * 8 OF - C/n_ - . . 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CITY ENGINEER 9 INSfALL SfREET LIGHr 5aoot /0 &INS;rALL STREEr NAME sIGN PER c1nv ar RANc4qo CUCAMONGA STD 4010 402 DESIGN RRCq%E 0 D MORSE CONSULnNG GROUP &13 ADIUST WATER VALVE COVER 70 GRADE PLVZ"6 ENGOVEDUNG&LAND3CAM AficwnxTLm MK 4860 IRVINE BOULEVARD,SUITE*201 e-.1, 14 ADdUST MANHOLE 70 GRADE - . IRVINE,CALIFORNIA 92720-1999 SHEET DRAWN 730-7117 No. 0596 /7 INS7ALL AROOKS 60)( //0. 2424 MIAARKWAY GRATE E.A�-30-89 & 1106 _�_OF INSTALL 3" 5'3rr9L. ;rHRU,0RNNq1p_= pER �Lc7AII ovSqr ci It . 2 OF DRAWING NO. C ITY 11al- DESCRIPTION OF REVISION DATE APPROVEDI G3 D TE FILE NO- JOB NO. 240-0600 EN H L C :+;�=4::::mm:wvvw� FE2� 7�.mm. t V. 1 24 EAS AVF:Nt JE � 0 - - - - - - I I . . 11 - - I I '- -- I I I - , . I . . I . - - � I ____ _ - - -_ - - I -- '� __ - � _...� - ...............--� ........... ..........' .................. ..........__... I _' ---�# - ........... �....I.,.". -- _=:�� ______ I - I I ___ ___ -�� -- ' ............. 7T , -:��- � ��� ��4-------- =-=............ 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(o. *C. - &_ Ir AIL SHT 1) V I I I !Z STREET IMPROVEMENT PLAN FOR 3 CONSTRUCT (�;' CURB W/Z4" GUTTER PER CITY STD. 303 (5EE DET / 60 c,a a% Q�_ N -1,\ A/ZPI I \11 J.c- P, - 4 CON STRUCT 4' WIDE SIDEWALK PER CITY STD. 310 � 311 � t� 4.: . . 15.61 '@_ Ci I , \ _____ cj ' � Ic \,-", 3 1 _T HANDICAPPED RAMP PER CITY STD. 310 z � -k) ."� G C0N ST RUC I Is %"\Nc�- . Ic'. I (��'_ ,a ,?'N� . A 13ARI DRIVE I CONSTRUCT DRIVEWAY APPROACH PER STID. 305 . ."'R I a- 6 9 . (�a�-' CONSTRUCT LOCAL DEPRESSION PER GTE). 5(e), & DETAIL HEREOW . FROM STA. 54-50.00 110 SM. //+13.16 , �/bi't Q� I- " 9 INSTALL STREET LIC-HT 5800L 0, ;�\' C\ ;� I L.D. DEM W::�_&_ �� �i "i \6 N" TRACT NO. 13444 INSTALL STREET NAME SIGN PER CITY OF RANCHO , 't\k lz:�) $ � A * - CUCAMON(3A 5TD 401 � 407- ;I( 110 - I m __ APPROVED BY: I DATE , , - - "� - 13 ADJUST WATER VALVE COVER TO G7RADE 6' 1 4" 61 1 1 1 @_ CITY ENGINEER - (,&��/-- -f----,-ao' - R.C.E. No . 22397 .. I G'_'� ADJU5T MANHOLE TO (DRADE L.P. 40ETAIL D E S I G N (I----------� Rg�OPNIEN ED 0,A6MORSE CONSUL 77NG GRQUP ESSI �'9. Ir F"WW MAN"&&4WAUAM*LAMICAM � . G. I" -n, I I ,4f/,( -1 4860 IRVINE BOULEVARD,SUITE*201 , - CA r. 17 IRVINE,CALIFORNIA 92720-1999 �� DRAWN f C-D �l � SHEET I )730-f LL I �� No.20596' = I . . LOF * EkPL 9-30 a * I I I I ll;t OF L'�'civilL I . " I 'I -"'C'P' DRAWING NO. DATE CITY t z'�4%'OF ____ q DESCRIPTION OF REVISION JAPPROVED C713 - DATE rl FILE 0 1 i 419 1 1 7 i 7�7 4 4 1 _� __ �� f 1__� _Tl[ T =+= +_ V I r- - � f 4: t , T- , , . , , I f - - .8 F= I � 71-I�11 f r j � T__I - T-T-T,__ '__ , i i I F=- , T - I F-=- � f I - , f L�� - i I ' IT f r I F F I ' - t T i f� -m-mm......ml ��_ . I -4 I I I I EE f_�__ '. I - . _� p ETF � � f __ 0� I T T � I 0 � �__�__i F= H - - . - It,- 5'o I �___ F ��f_QL -�I=I - q=-E I ; - u I ______lr__ L� I I I � .- � I � i � -t + �F_ f --I I b [_ F___ A I "A " p I__ . !v- ! I i i r: � I A I � ; i I I I I I � __ I - --- I - - - - . -------- . JOB NO. 240-5600 . � .