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GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITHT14EM PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS AND APPLICABLE SUPPLEMENTS. 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED, OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB -GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 6. ALL SEWER , WATER, ELECTRIC, GAS. PHONE, OR OTHER UTILITY LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB -GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND GRADATION OF ASPHALT PAVING. 9. PRIOR TO THE INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINA- TIONS COMPLETED TO VERIFY R -VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. 10.PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R -VALUE AND PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS PRIOR TO CONSTRUCTION OF THE STRUCTURAL SECTIONS. ll.WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A ROCKY MATERIAL, THE SUB -GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB -GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 12.IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB -GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 13.ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBERS 401-A AND 401-B SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVEREQ DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 16.WORK SITES AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR. 17.NATIVE SOIL IS TO BE SCARIFIED OR RIPPED BETWEEN MEDIAN CURBS PRIOR TO FILL PLACEMENT. 1B.CONTACT UNDERGROUND SERVICES ALERT AS REQUIRED, TWO WORKING DAYS PRIOR TO EXCAVATION. PHONE NO. 1-800-422-4133. 19.THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES & UTILITY LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 20.ON THE INTERIOR STREETS WHERE SIDEWALK IS ADJACENT TO THE CURB, THE INSTALLATION OF STREET LIGHTS, STREET SIGNS, AND FIRE HYDRANTS SHALL BE LOCATED BEHIND THE SIDEWALK. CONSTRUCTION NOTES S QUANTITY ESTIMATES: �1 CONST. 3" A.C. OVER 4" AGGREGATE BASE. 51,335 SF �2 -- CONST. 6" CURB WITH 24" GUTTER PER CITY STD. PLAN NO. 104. ?2(00 1•F 3�- CONST. SIDEWALK PER CITY STO. PLAN NO. 103 (W=4') l0340 9F 4 3Akxur L Remove CX/5r/NG CU/CB ; wrrCR, Ac. dN0 comir. Cfo35 -GUTTER PCR C✓ 5TD. PLAN NO. 106-A /j /&5 5.f. 5 CONST HANDIcAPPeD Ac e55 RAMP PCR C1rY STD. PLAN A10-1021 103. 6 eA. 6�- CONST. DRIVE APPROACH PER CITY STD. PLAN NO. 101-A (W=16', X=3', UNLESS OTHERWISE NOTED.) 1, 740 3f a7 --INSTALL STREET LIGHT, 5800 LUMEN BY SOUTHERN CALIFORNIA �� GTY, EDISON, PAID FOR AND COORDINATED BY THE DEVELOPER. I4 tA. 8�-INSTALL STREET NAME SIGN PER CITY STD. PLAN NO. 401-A & 401-B. 5 EA. @--com5rK. Loe-UL oePRe55leN cASC "e" PCR Ury iirn 307 I CA 10. CONS r. cute o PENiA/6 cknn# 6A5/AI PCR UTy 5 r0. -&-,o • AA9 GITY ORWc'., �4 � b DE ,4.t/U DJe/v� me V1610" 0 No. 1548 - P. 2 eA ll. i yrAL L / MouAIr Rel. 5I6N R90 'NO PARKING Co A. M. To 4 eV. excePr 3.4rU/CDAxb, Q © SUNDAYS j HoL/OAYy' ONTO U- GNAN. POST PER C/Ty 5TD. 40/- B GK ONlO P1POP 577P. L/6Nr b / CA &--W3rAL,t SToP 5/6m/ PER C/Ty 5ro ALAN No. 4ol-A ? 40/- d. 2 eA l3 htlbTALL /56A. OM&eT TREE /LR 57reer Met COwbMzjcr/oN .Voris ov rN/5 -*Neer. ¢(� eA (,� C06M LbCAL oEPrcEs510kl CA--St-P5 /11 PSR C/r9' 6rD• 307 M601, -76D1 a FA PEr DETAIL D.V CWr-R?r 5 . UAIUSUAL /UX/c1T/E5 OR NUTRIENT DEF/C/CNG/C5 AlAy REQU/RC ®ACKrILL 41 l5 c0A -srAxr Cu;m9ior- ACA v ol1TI.er Pex Clry 57D . PLAAl N0. /07-8 . /7 LT EXISTING SURVEY M0NUNMNTA77ON I HE3U BY CER'T'IFY THAT I HAVE IDENTIFIED ALL SURVEY MONUMENTS OF RECORD THAT COULD BE DISTURBED BY THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ARE DESCRIBED AS POL LOWS: NO N C DATED: 5 - 7- °D7 J. L MADOLE R.C.E. # 14814 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND -UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS- IBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. I 2 . ••B•• 17 32 18 31 .� 410 19 30 04 20 29 O \ST INDEX MAP SCALE: 1"=100' 33 34 35 36 37 38 39 40 41 42 43 STREET TREE QUANTITIES LCVEL I. SNC CX/5r/N4 /MP�POVEMCNI✓ rfflo/t7�Cn we'roveHcn/ir ELM AVENUE EAST w lf/w 48.5' 0.5 /B' /�' 1 5' 4' 0.5' O.O 3' LEVEL b+G. L1NE ik' FT ►.poi.- �- - 5 _ - 311 CXPtl)T. NVEWAIX Z U T1=5 R=70 MEYERS DRIVE TYPICAL SECTION �/I✓ (NO 9CALC) /P/N �o 05' 4' 7.5 /B' /B� 7 9'1411 1 0.5' I � 0.0 3' LCVCL 3 / �o'/. 6 2 T1 =5 /C=7o ? TYPICAL SECTION EMERY PLACE DE ANZA DRIVE DANNER COURT (ND 6CALE ) STREET NAME �� GTY, SPACING 5 8 9 21 28 ALL STREET rREe5 SHALL 5C PI.AA10D AND STAKe/J ACCORD/N6 /b C/Ty 7© 15 GAL. 22 27 w 1'k' 6 5 �4 � b DE ,4.t/U DJe/v� z 4 N Q © 10 90 23 24 25 26 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC 5U/TAG/L/TY/ W Na 14E14�,., 12 C� feRT/L/rY 60IL5 IT(51 ORT SHALL t5C AURAIIeWCO TO Ti4E C/ry /N5PFG709. ANY a 13 UAIUSUAL /UX/c1T/E5 OR NUTRIENT DEF/C/CNG/C5 AlAy REQU/RC ®ACKrILL 41 14 .A�yti A DRIVE 3. 15 SNEe r .3 THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. \ST INDEX MAP SCALE: 1"=100' 33 34 35 36 37 38 39 40 41 42 43 STREET TREE QUANTITIES LCVEL I. SNC CX/5r/N4 /MP�POVEMCNI✓ rfflo/t7�Cn we'roveHcn/ir ELM AVENUE EAST w lf/w 48.5' 0.5 /B' /�' 1 5' 4' 0.5' O.O 3' LEVEL b+G. L1NE ik' FT ►.poi.- �- - 5 _ - 311 CXPtl)T. NVEWAIX Z U T1=5 R=70 MEYERS DRIVE TYPICAL SECTION �/I✓ (NO 9CALC) /P/N �o 05' 4' 7.5 /B' /B� 7 9'1411 1 0.5' I � 0.0 3' LCVCL 3 / �o'/. 6 2 T1 =5 /C=7o ? TYPICAL SECTION EMERY PLACE DE ANZA DRIVE DANNER COURT (ND 6CALE ) STREET NAME BOTANICAL/COMMON NAME GTY, SPACING SIZE MF-) e'<'s DJC l VE I � ^`�GHrToN.41Gte/RXiUS ,,TF / RN!/i CA�t'EA.�/GAN SriM.9G -_ _. ,C,alC�ycrr/Ttiv.9�.��rxi RHU5 l.4�1/G�i4 /FF,e/C.4.►/ A'/MAG ALL STREET rREe5 SHALL 5C PI.AA10D AND STAKe/J ACCORD/N6 /b C/Ty 'b'M/A/.O.G. 15 GAL. r:.MEICY PLrlC,E / eA• 201 �M/�l/O.G. No 5rRECT TREC5 5NALL BE PLAAlrED vyeef THE cewreR o,- THE neaAi r 15 cw6eR THAN rNRee retr (.3') To rNE FAce of Cu/P)5,Un/Lebb DE ,4.t/U DJe/v� /9 CA. M/U.o.e. /5 GAL. CA. 20' � -*+=M/N.O.G. /S GAG. N 0, NOTE; SEE STREET TREE LOCATION PLAN FOR TREE SPECIES SYMBOL ANO SPAc/NGS 5NT 4oF4. STREET TREE CONSTRUCTION NOTES: 1. ALL STREET rREe5 SHALL 5C PI.AA10D AND STAKe/J ACCORD/N6 /b C/Ty 5TANOARdS ANd SPEC/F/C4r/0N5 sti5 PROXIMITY To NARDSCAPE v/craTES, No 5rRECT TREC5 5NALL BE PLAAlrED vyeef THE cewreR o,- THE neaAi r 15 cw6eR THAN rNRee retr (.3') To rNE FAce of Cu/P)5,Un/Lebb ,pFESSI OTNERGI/5C NOrtp. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC 5U/TAG/L/TY/ W Na 14E14�,., feRT/L/rY 60IL5 IT(51 ORT SHALL t5C AURAIIeWCO TO Ti4E C/ry /N5PFG709. ANY a UAIUSUAL /UX/c1T/E5 OR NUTRIENT DEF/C/CNG/C5 AlAy REQU/RC ®ACKrILL 41 .lio/L AMEN0MCNr5� A5 DETERMINED By rl/E C17Y /A/5PEG7-0R. CIVIL ts�� 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEERING DIVISION. 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. S'HEE' Pi -AN 1I TLE SHEE - 6 i0, 27) PF. 14803 519 23 -May -96 02 26 PM , 126-99Et- l DWG. 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CITY ENGINEER RCE No .24953 DESIGN MADOLE s Assoc .T s• INC. RECOMMENDED OF THE INLA MPIRE DRAWN C.C. CONSt1LTING CIv ENGINEERS ANO LAND PLANNERS 10501 CHURCH STREET SUITE 107 RANCHO CUCAMONGA, CA 91730 (909) 948-1311 _ RCE No 14614 DATE s-�-97 FILE No SHEET I OF 4 DRAWING N0. I6o¢ S_ HE E ? PL AN 6 �'HU� I � E SHE E i 2 - 3 i0, 2 7; PF . 14803 512 29 Oct - 96 12- O8 PM / 126- 99t)- : DWG . DATE : ////y/!6 a J I 7 I - i r ; ; .- _ , , � _ _ _ - _ -- _ _ _ _ . 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C e- O/w N N � i 6 i3 \\\\ S'x 50 .03 `3' TA _ 13+0i . 08 CL vE AULA Dlc' N, .� 6 g6 g � 19 I 231173. / 'rD j�- 10+53 .39 =STA . 10+00.00 CL EI L-rY Pi- 7 /3185 I a1 & ` o ���� A6 - / I G d+ C ) . 5T. L T- L064jw 4 ' \ Al *U G / lIt27 �T. LT Q TO 5Tq . ?3 t 4 (� T. LT. k�; o� \ *0 32 O z 9.6TAJ_L w53 D E AN Z A DRIVE . ~, 10 a G 4+25.40 BC A6 ' F g ,� ' 4 2 \ t J /o t 24.40 � \ ,"oo t 8 � Q �.�') # �sr BEGIN CR'OMN � '� � ��w \\� �� y� �Lr� ��, � . \ it Ag.39 ??" 6 \ � � I�f 9,08 oe DANNER COURT \\\ BCR ONSTRUCTION NOTES QUANTITY ESTIMAT o cL.c.B. �,�3 �S �° SrA. /O foo • oo .aE mzA \G\\ '�� 24'h'�B �. 15 C0/t15MUCT CLhC8SIDLw D#�Al l OYJTC&r PhC CITY ISTD. ri-A, ! NO 107 -8 • W= 4 . V = 4 . 4 \\ �' \ � I 2 Ir �p .5rA. 23189.Og ELM AVE, 46.32TC 45.49FL 4151 \ \ PER C/Ty ,O/TWa AJo. /308 C�r ex 5% /-r 1 CONSTRUCT 3" A . C . OVER 4" AGGREGATE BASE L 2O CONSTRUCT 6" CURB WITH 24" GUTTER PER CITY STD. PLAN N0. 104 % 8T LT D/10 i_' A DELTA 85°54'43" RADIUS 27.00 LEWTH 40.49 TANE',E NT 25.14 e 95-32'06" 29.32 14.75 27.00 15°00'03" 45.02 29.32 14.75 29.74 210.00'07" Qc 55°59'38" 282.00 275.59 149.92 0 52°50'32" 300.00 276.68 149.06 E 40°59'03" 318.00 227.47 118.85 E 86°38'20" 27.00 40.83 25.46 e 78.55'03" 27.00 37.19 22.22 ►+ 1°25'59" 318.00 7.95 3.98 I 10°00'00" 102.00 17.80 8.92 0 96°59'05" 27.00 45.70 30.51 K 116°59'05" 58.00 118.42 94.62 L e-41' 12" 300 ,00 45.4.9' 22, 79' v O CONSTRUCT SIDEWALK PER CIRY STO. PLAN N0. 103 (W=4') � �1/ # t °SO•A'> ,per ,ii(/L4 p'C O5koCur REMo✓� exle,r CuRBl GUTTER A.C. AYO COA/•SrR. cRo55 - 10 -'Oo-oD PA"AlEA Ca \ < 9� &urTER PSR C/ry 5TO. 1 LAN No . Orb -A . ' ,A0 �-r� O5 CONSTRUCT. HAND/GAPPCP ACCC55 8,400 PER CITY STO. PLAN NO, /02L /03. � ,Q t 4 \ t+ \ O6 CONSTRUCT DRIVE APPROACH PER CITY STD. PLAN N0.101 -A (W=16', X=3', ,( 9� UNLESS OTHERWISE NOTED) �7 ' �� �� O7 INSTALL STREET LIGHT 5800 LUMEN H _ P . S . V . BY S . C . EDISON PAID ti���9� >)� R�e� �, FOR AND COORDIN TEO B T E DE E OPER P�'( g0 t S G DELTA RADIUS LENGTH TANGENT ® 15°00'04'• 112.00 29.32 14.75 15°00'03" 112.00 29.32 14.75 ® 210.00'07" 38.00 139.28 A Y H V L � � 9 � \ O8 INSTALL STREET NAME SIGN PER CITY STD.PLAN N0.402 -A & 401-8 yp'& �JRb ._• 50` - 4' Sono iEL[ou1 5>7PiPE t, , q, \ �L O9 CONSTRUCT LOCAL DEPRESSION CASE "B" PER CITY STO. 307 0 QQ \ \ �` 1�CONSTRUCT CCUL�RB OPENING CATCH BASIN PER CITY ST0.300 uTy DRtJC� n �; `4147 �`'-s Aille ONS dAID �. /549-D. a =� �� � eX/5r 4 PA--wer &aDw 5r)e/PE l i INSTALL/MOUNT REG . SISN R30 "NO PARKING 6 A . M . TO 4 P . M . EXCEPT (�� � \ AS Dir-ECTt D 8Y CITY ��/NEGK SATURDAYS• SUNDAY AND HOLIDAYS " ONTO U -GRAN. POST PER CITY ¢� STD.401-8 OR ONTO PROP.STREET LIGHT POST. \ re 1Q LNS7-A1 _ 67VP 51E311I Fr -M ClrY ern. MAN �"- 40/ A # 4.01- d h 1A� \ \ 14 COAls'reuCT LOC At, Derf-F510N C� 'D mg cl rY --m. �5D7 /'�U1F1ro rm orwz- N' ELM A V E - S T R = P = NG DESCRIPTION o f REVISION DATE APPROVED CITY of RANCHO CUCAMONGA STREET IMPROVEMENT PLAN TRACT N0. 14803 DE ANZA DRIVE & DANNER COURT o %LTO* ,, APPROVED BY, . . DATE, ay a `�\`'_- CITY ENGINEER RCE No . o � � 24953 & �N& 14814 r" DESIGN MADOLE s Assocl , INC. RECOMMENDED Ewa---�I-�� _)° OF THE INLAND MPIRE ^ CONSULTING CIVIL ENGINEERS CI Vii. ; AND LAND PLANNERS S H E E T �j� CA0 DRAWN ' RANCHO CCUCA SMONGA, T CAU 9 730 7 C. G, (909)94B-1311 3 OF CHECKED RCE No � DRAWING NO. TE s- 7- 97 FILE No /Go4 S'HEE - PLAN pi PF+UE ISE S11L L - J U ,U, L"i r'# 14803 513 �5 UC t yb 1� 1b aM i icb 9� DWG . DATE : !//f/96 +U ~ 2 Q ZZ ACT BOUNDARY G i i i fH. C ANS 1.01 A /_. _ • - o 12+00 MA 13+ 14#00 10 00 10 00 0 00 13 fi3 -2r 20 7 ! 1 og\ 49 ui It Nll 8 ,'J' � \ \� ' it � ��� '•� �7•' ' � r f � r r W 26F HCA w \ �\ Q 00 SF E RIGHT �\ MEYERS DRIVE ,j T 0,094CW)4e,q1r0,V _ EMERY PLACE 10 13 f 44 ��C4 •� •35 00 L•34 0!I N 00 ' 23` � 6 24 Ilk m •A. C it TrPIGAL -ATA . 13+01 08 CL Q-A6VzA Crc� rf►�c,�t , r 2 10+53.39 CR =STA . 10+00.00 C!. rMfRY PLACe �C - io I` 4 \ =h DE ANZA DRIVE _..� % • m�i BEGIN CROWN A� ----L— 7 /�& • NOTE : SEE STREET CONSTRiTCTION NOTES AND QUANTITIES ON TITLE SHEET ONE (OF FOUR), RIGHT 1 I " n re i A' ti 4L_.._.___.�- , 40 g o� • 1 42 \\ \ 8CR 9 c� c.e. �$3 W. i 46 32TC 45 49�i. ( !M TY1'1GAL • 1Jre�4G�G�//I�ie/ �lG�it'lR�tllJ�l.�l�lir�JGl/tit/ �Al�l� 71'r,F� _. ._-tel /Ig SIC. C!P �O O 7 9PeclAL NOre : anger MCO AWO PA' MrOY LANO,3641 OW Me "M 3/0C Of pG AV7A AK. 9YALL 66 M/✓rALLEO 43 OAA50WAI AA/O &/1s! L4 bE A/A/NrAIAIW Dy IW A0✓ACGVr moPeerY OklNCR CGVrit.4L ACAIGIOL_ D/5f7r/GTS ACR M. No. /4W0.3 CoN0/170N8 Of AMI-MOVAL ( uTlON Al,0- 94 - 08). Q l I 1 I f iQQ ffty t 10+00.00 rmrjcy Ply ` =1?+91.04 A AUZ DR I Nil ^ A 7 � i 1 f � ' . i i f ; EMERY PLACE OXK3 LAtiCG//i/Fir/GgN O!'WVC /J tot -111,X Q �: 14 SEE LF -FT 7 ' 31 27 POLO' 291 09\% '� Z+ S 00 40.00 as 90 \ _ v -M _ 10+00 ` ` i 4 • cL . i +ao —SS►� 3f oo AK 00 j 30 00 ! scn 36 r 40 -1 39 `38 3 �" 36 lw 35 4 _.,i 33 < ywW� 3 3 s DANNER COURT NO TREES TO HE PLANTED WiL MEN 5 FEET OF WATER OR SEWER LATERALS NL 14814-1¢ tUAit 0-1-v/ ViLt No STREET PLAN COVER SHEET (SHEET 1) - 6 [0. 27] PF: 14803 511 30 -May -96 10: 36 AMS /126-995-1 DWG. DATE: