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_ r . S•d•GF.C-D W PERCOLATION �• � SCALE��ITM=100' `\•`� ALTA COW!<7 CkANn/C'L. fItTA LOMA CHANNEL. /� W B CDUiYTy FLDDO CO/YTiPOL O/6TiP/�'T R/!�Y �- —� --� 1.tt'ear oR RA.h►1D Cate O'^00t n 1Ro`vwG EASE MB dT(S6E SHG6T►D� 20 EQUESTiP/f��/ EASEMENT. 1 2 0, EQ 0 5--mRIAw F-�SEMENT. �N Z TNO3 N ( I42 41 40 39 3.8 T 3 6 35 34 3 3 32 I to e W �t 28 2 T 2 6 25 2 4 23 22 21 20 19 18 1 T 161 3 e ,�OpsE , 5� c�17' OF R Mta cuc Mo�vcA ~ ��rfR�C� Nr FSEE S EET /O) j kk 4 3 / 29 I--- BURGUNDY sEE SHEET NO a AVENUE 31 e - - - - BURGUNDY SEE SHEET NO, 7 AVENUE M z W 44 _j 49 E I 50 a 55 F 56 W 61 N 0 � W W w Z z41 3 W , 0 4 W 9 � 10 15 20 u)I J 10 1 '-,%, Q 2 W z Z @ Q % W a� 114- 4 5 �' 46 W 51 o y 54 57 4 � 60 1 2 y 5 �, 8 0 � � 11 tz 14 d O d 4 GC �O V N 2 I z ,N 2O ,o NOT A PART 3 ' o W o N o o N e H J zz 4 47 ( 52 �. 53 58 59 1 Z 6 T N o � 13 _J , V SEE SHEET NO 4 _ _A R C H I B AL 0 _ SEE SffEEr NO 3 _ AVENUE SEE SHEET NO 2 INDEX MAP SCALE: 1 "=100 ' z a z Q - GENERAL NOTES C0 1. ALL WORK SRALL DE DONE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERNARDINO COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR SRALL BE HILL5I4 ROAD FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. BENCH MARK 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO SAN BERNARDINC CCUNTY B.M. NO. A-235 EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACIL;TIES ARE SHOWN ON THESE PLANS. }— (NIL5D AVENUE 7- Z W Chis ❑ at center of return On N.E. corner 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. W uJ Amethyst Street and Banyan Street (East) S. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE WATER SYSTEM AND ESTIMATE OF QUANTITIES. Q W SITE Q EIevatiori: 1652.72 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL ORZ 7 OUND, AND ACL SUB-GRADE SRA LL 1IE PERfORF1E4 AT NO COST W � TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION DIVISION OF TFE ] Uj COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. Q N Q • • • • ' 7. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT BANYASTREET LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES, o ,►' (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. -j Q S. AT THE COMPLETION OF ROUGH GRADING, A MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL BE SUBMITTED BY THE TRACT ENGINEER TO THE LEMON AVENUE SUBDIVISION SECTION OF THE SAN BERNARDINO COUNTY ROAD DEPARTMENT FOR REVIEW AND EVALUATION. APPROVAL WILL BE GIVEN WHEN ALL STRUCTURAL SECTION Q v ES7MATE of cif f ,�1W TIF REQUIREMENTS HAVE BEEN MET. } cr 9. COUNTMIT WIL ENL BE REREQUIRED FROMAYHE SAN BERNARDINO COUNTY ROAD DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE SAW BERNARDINO } i 2 Q /TE`Af _ Df5`GR/ 1I0'N IQUANTITI� UNIT R "11��!Rk'S -j w HIGHLAND AVENUE - - -- -- 10. IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. J W 4 Ci C.C. SHALL BE ARING_AND�LLE _PREPARATION ' LUMP SUM L.S. INCL_ . MISC REMOVALS UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. � � _ � 0 LAVATION, &_GRADING_ LUMP SUM L.S. SEE GRADING `PLAN Q II . A PERMIT WILL BE REQUIRED FROM THE FLOOD CONTROL DISTRICT FOR ANY ENCROACHMENT OR CONSTRUCTION WITHIN THE DISTRICT RIGHTS-OF-WAY. THE PERMIT I9TM 5TREET I PAVEMENT 1 x� Aso S.F. EXTERIOR STREETS MUST BE APPLIED FOR 45 DAYS PRIOR TO BEGINNING OF WORK WITHIN THE DISTRICT RIGHT-OF-WAY. ._0-201 �_.PAVEMENT 121,945_- INTERIOR STREETS 12. ALL LATERAL CUTS IN COUNTY MAINTAINED ROADWAYS SHALL BE TESTED TO VERIFY DENSIFICATION TO 90% RELATIVE COMPACTION (R.C.) AT VARYING DEPTHS = TO WITHIN 0.51 OF GRADING PLANE. THE TOP 0.51 SHALL BE DENSIFIED TO 95%. ALL LONGITUDINAL CUTS SHALL BE TESTED N ACCORDANCE 5. CONST, 0.33' CLASS II AGG.�i E WITH THE SPECIFIED L1141TS AND FREQUENCY AS OUTLINED IN SECTION 6 OF THE SAN BER NARDIN0 COUNTY STANDARDS AND SPEC IFICAT IDNS . _�_ _ . �o�¢sp � S.F. EXTERIOR STREETS 6. CONST. 0. 1 AVERAGE .4._C. ' 351 S.F . RCHIBALD _AVENUE __L_... -.._.... _ NS_I,$" P.C.C. CURB 8 GUTTER 9, 599 L.F. PE_R STD. 115 8. CONST. B" P.C.C. CURB ONLY (RETURNS) 418 L.F. VICINITY MAP r $T. P.C.C. CROSS GUTTER 8 SPANDREL4 X14 _�_�__:�___ ___ Scale: 1"=2GGG' fQNST, P.C.C. DRIVEWAY APPROACH PER STD. 128 _ _ _-- 464-- .F_ I11rCWDES BRIDLE PATH-_ACCESSES-- SPECIAL NOTE FROM PRIVATE ENGINF'ER TO CONTRACTOR PE11 R _BLOCK WALL H-6 ' ) 75� —L._F. PER STD. 301 I- 301 A -_ �� 2�-. _.. Contractor agrees that he shall assume sole and complete responsibility for job silt 12- ONS.L,CONC_. BLOCK WALL (H-32 ) 102 .APER-5TD__.3Q1_.A_-..-4 1.A_ conditions during the course of construction of this Project, including safety of all persons ONST.R 8" A.C. DIKE 3 __�eER�TQ�_11 and property; that this requirement shall apply continuously and not be limited to normal MOTE . �� PERMIT SHALL BE OBTAINED 14• LL.ST=E NAME SIGNS & POSTS working hours; and that the Contractor shall defend, indemnify and hold the Owner and �•• 1, A`�PER STD 303 8 303' the En nen harmless from an and all liabili real or alleged, in connection �,�; the r ROM` THE COUNTY IRAN 5PORTATION _15,_-INSTALL STOP SIGNS 81 POSTS g' y ty C-0UNT---TRAY SPT- —SERI performance of work on this Project, excepting for liability arising from the sole negli- TAISTAUL_STREETI-CLEARNACE MARKERS /4 A,_[PER ST0__J04__ Bence of the Owner or the Engineer. DEPARTMENT PRIOR TO ANY CON STR 17- I ONSI_, 7P" CHAIN LINK„FENCE 2 S98 L.F. LOTS 16 THRU 42 UCTION ON TN IS PROJECT. , $I,IYPE "A" ATCfL_BASIN- x=1,2 __�.=.3'WITH _ 1 � .S�.PER _5TD G(l oC � . LOCAL. DEPRESSION Date /0-3- 77 _ 2110 4 19 Ir NSL.._STORM DRAIN�L.EANOUT �❑_ 208 � RCE No. - . 20 T-NORM DRAIN-LLEANOUI__TQ GRADE FLQWER_STREE 1! Inc/ude3 / .vnd Remov.�/1 alt ,oainf ••' - ' L-1-MSTALL-36 __R.C.P. (1500D)_ 9 co��«t oe"P O'llt. C.kr, a�� 4 2,___�INSTALL 24" _R.C.P._115000Z 62 .F. 93 I.-GONC—_1?IP__RAP_.CHANNEL_OUT LETS?esch7 UMP SUM L,S._J PER ,S.B.C.,F C.12,_5TD FIELD BOOK REF COUNTY OF SAN BERNARDINO w o NO ISP- 183 A B B ASSOCIATED ENGINEERS IMPROVEMENT PLANS -REMOVE-MST- A.C,-.-PAVEMENT 123,685 S.F. IWILSON .AVFO -ARCHIBALD AV holes Fc,_ Cf 5-a 2_ ROAD DEPARTMENT 25 --RELOCATE EXIST. POWER POLE A_��ARCHIBALD AVENUE 3'6 EAST 'E' STREETESHEETBfdPREY/5/DAIS ?OC�lP7G-33 8-r11� ' TRACT 9445 ROAD NO. ONTARIO CALIF 91764 Designed By AF'�'L'OVE ' BY GENERAL NOTES, INDEX MAP, VICINITY MAP �� ` �'� BENCH MARKS AND ESTIMATE OF QUANTITIES F1� No. • 714 � 9Q6�� '5918 Drown S r��' ' ASST. ROA COkc►��SS� .ER•fNGR. GATE CA*eked By �(e a �. 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'CONTCURS INDICATE EXISTING TCPCGRAPNY. 1. All work shcnan hereon shall be done in accordance with the City of Rancho Cucamonga Standards and Specifications, Chapter 70 of the Building Cose, t "#SEE STREET IMPROVEMENT PLANS FOR GRADING WITHIN STREET RIW. " latest edition, and the contract documents. 9 xNO FILL IS TO BE PLACED UNTIL FREFARATIGN CF THE GRIGINAL• GRCUND IS APPRCVED. NO RCCKS GREArtR THAN SLOPE PLANTINC4 504EDUL ' �� �� r 2. All work shall be done in accordance with the Soils En ineerts recommendations CSNOWN ON PLANS AS x xxxxx� 8 IN DIAMETER MAY BE PLA„E_D .N FILL. g 4. LCTS ARE TC BE GRADED CN A STRAIGHT GRADE BETWEEN PADS AND ELEVATICNS SHCWN THUS: x_ x-�' AND BETWEEN and contract specifications. The soils report prepared by JLZCHARD_ MILLS i ASSOCIATES on JUNE 1 0 , 1 977 and any ELEVATICNS SC SHCWN . amendments thereto, are hereby made a part hereof. Z:/SLOPES EXCEED/NG 5FE£T; ANY CCNTRACTCR FERFCRMING K'CRK GN THIS FR�JEC7� SHALL FAMILIARIZE HIMSELFr WITH THE SITE AND SHALL BE SCLELY LOTS ,34,37. 38 AND 39 S/QE SLOPE RESFCNSIBLE FOR ANY DAMAGE TC EXISTING FACILITIES RESULTING DIRECTLY CR INDIRECTLY FRCM, HIS CPERATICNS, 3. Prior to the start of grading all existing vegetation and debris, including COTS 43-451 AND 53-55 REAR SLOPE existing structures, footings, foundations, rubble, trees and root systems - FLOWI-INE EROS/ON-MAKE !O' f�/DE TYPICAL: Wh'ETHEp CR NCT SUCH FACILIT;E= h4E SHCiiWN GN TPESE FLANS . LO r5 /, 3,4-6 8,/D/& 88-30,3/, 42,47-49 shall be removed from the site to the satisfaction of the Soils Engineer. 50, .56 57, AND 59-0 . 6. ESTIMATE GF EARTHWCRK: CUT = 58, 495 C .Y . FILL = 47, 11C C .Y. FIC = 8C . 5% ' THESE QUANTITIES ARE BASED CN THE ASSUMPTICN THAT A C .25' SUBSIDENCE WILL CCCUR CVER THE ENTIRE TRACT 4ND 4. After stripping the existing debris, any existing loose fill or disturbed INCLUDES STREET AND LCT GRADING . natural soils shall be excavated to the satisfaction of the Soils Engineer. 7. ADJL+STMENT CF ELEVATICNS MADE TC CBTAIN AN EARTHWCRK BALANCE SHALL BE MADE AT THE CCNTPACTCR 'S EXPENSE . S. The exposed soils shall then be inspected by the Soils Engineer, and any NC ADJUSTMENTS SHALL BE MADE WITHCUT PRICR AFFRCVAL GF ASSCCIATED ENGINEERS. NC FILLS SHALL BE CONSTRUCTED additional over-excavation shall then be made in accordance with the Soils HIGHER THAN 6 INCHES WITHIN FINISH GRADE, UNTIL ALL FILLS HAVE BEEN BRCUGHT TC WITHIN 6 INCHES CF FINISH Engineer's recommendations and as contained in the Soils report. GRADE . NO PAD SHALL BE APPRCVED AS CCMFLETED UNTIL EARTHK'CRK BALANCE IS MADE FCR THE ENTIRE SITE AND AFFRCVED . THE CCNTRACTCR SHALL GRADE STREETS TC SUBGRADE BEFORE ADJUSTMENT CF ANY ELEVATICNS . AFTER 6. The exposed soils should then be scarified to a minimum depth of 6 inches, EARTHWGRK BALANCE IS CCMFLETED AND ELEVATICNS ARE APPRCVED FCR THE ENTIRE SITE, CCNTRACTCR SHALL CUT LCT brought to proper moisture content and compacted to at least 90% of the maxi- ` SWALES PER THE FINISH GRADING PLAN, SPREADING CUT MATERIAL WITHIN THE UNDERCUT AREA FRCVIDED IN FRCNT YARDS mum density obtainable by the A.S.T.M. D-1557-70 method of compaction to attain a dense and unyielding condition. PER PRELIM/NARY 6RADINC7 PLAN. It. ALL 2 : 1 SLOPES _MCRE THAN FIVE (5) FEET IN VERTICAL HEIGHT SHALL BE PLANTED WITH AN AFFRCVED GRCUND CCVER 7. Compaction shall be obtained by methods specified by the Soils Engineer. AND GRCWING FR.ICR TO OCCUPANCY CF BUILDINGS.(5EE SCHEDULE FOR LOCATION This 5yEFr.) 9. DEVELCFER WILL INDICATE TREES TC REMAIN AND BE FRCTECTED IN PLACE BEFCRE CCNSTRUCTICN BEGINS. CCNTRACTCR 8. At least 12" of soil compacted to 90% shall be provided beneath the parking and SHALL FAMILIARIZE HIMSELF WITH THE TYPE AND NUMBER CF EXISTING TREES LOCATED WITHIN THE SITE WHETHER SHCWN driveway areas including areas in cut. GN THESE FLANS CR NCT . ALL EXISTING BUILDINGS, IRRIGATION LINES, ETC . , SHALL BE REMOVED FRICR TC RCUGH 9. If any unknown sub-surface structures are encountered during construction, they GRADING . shall be immediately brought to the attention of the Soils Engineer and Architect IID SUPERVISE AS USED IN THE "GRADING SUFERVISICN CERTIFICATE" MEANS THE PERIODIC CBSERVATICN CF MATERIALS prior to proceeding. AND CCMFLETED WCRK TG CBSERVE THEIR GENERAL CCMFLIANCE WITH PLANS, SPECIFICATICNS, AND DESIGN AND PLANNING 10. Dust shall he controlled by watering throughout the grading and building con- CCNCEFTS, AND DOES NGT INCLUDE RESFCNSIBILITY FGR THE SUPERINTENDENCE CF CGNSTRUCTICN PRCCESSES, SITE strut-tion operations. CGNDITICNS, CFERATICNS, EQUIPMENT, FERSCNNEL, CR THE MAINTENANCE GF A SAFE PLACE TC WCRK CR ANY SAFETY IN, CN, CR ABOUT THE SITE GF WCRK. 11 . Protective measures shall be taken by the Contractor to protect adjacent property at all times during construction. Protective measures shall. be taken h the 11 ENGINEER MUST SET GRADE STAKES FCR ALL DRAINAGE DEVICES AND PRCVIDE CEF,TIFICATICN BEFCRE PCURING. y Contractor so as not to cause any mud, silt or debris onto public or adjacent - - --_ -- 12 ALL EARTHWCRK SHALL CCNFCRM TC THE PRCVISICNS CF THE PRELIMINARY SCILS REFCRT OF TRACT 9445 PREPARED BY property. Any mud or debris on public property shall be removed immediately. 1 RICHARD MILLS ASSCCIATES, JUNE IC, 1977, CN FILE IN THE CITY BUILDING DEPARTMENT AND THE CFFICES CF sem• AS C �C ENGINEERS . f 12. All grading and f i l 1 ing operations shall be observed, inspected and tested by L I7 SIS IATE- ti . _.. a licensed Soils Engineer approved b the Owner and certificates provided for 13 THE CCNTRACTCR SHALL MAKE HIS CWN DETERMINATICN CF THE AMCUNT CF EARTHWCRK INVOLVED BEFCRE SUBMITTING A p1 y p City approval BID . EXAVATICN AND GRADING SHALL BE BID CN A LUMP SUI BASIS. UNDERCUT AND CCMFACTIGN, IF SPECIFIED C IN THE SCILS REFCRT, SHALL BE BID AS A PART CF CLEARING- AND SITE PREFARATICN ON A LUMP SUM BASIS. 13. Prior to the start of any building construction the Contractor shall furnish the _ MAY P#, ,f'y79,^ Architect, Owner and the City with certifications from the Civil Engineer and THE FRCFCSED STARTING DATE. FCR THIS GRADING PROJECT IS LEGEND v , A PERMIT WILL BE RECUIPEC FRCM THE FLCCD CONTROL DISTRICT FCR ANY ENCRCACHMENT OR CCNSTRUCTICN WITHIN Soils Engineer that building pad subgrades are within 0.10 foot of the approved DISTRICT RIGHTS-CF-WAY . THE PERMIT MUST BE APPLIED FCR 45 DAYS PRICK TC BEGINNING GF WCRK WITHIN THE plans and that the proper compaction and preparation has been obtained. INDICATES CONC. QLO" WALL PER STD.301 DISTRICT RIGHT-CF-WAY.. 14. The Contractor shall employ the Civil Engineer and Soils Engineer as contained : 1 `r! _ 15. SEPARATE FLANS FCR TE`?PCRARY DRAINAGE AND EROSION CONTROL MEASURES TO BE USED DURPVG THE RAINY SEASON W2L herein for all staking, tests, inspections, supervision, certifications and - INDICATES 2: 1 CUT OR FILL SLOPE 3E SUBMITTED PRIOR TO OCTCBEPE / . THE CONTROL DEVICES SHOWN ON SAID PLANS WILL BE INSTALLED NCT LATER THAN related work at his sole expense as a part of performing the work contained M,BER ANG MAINTAINED TAINED IN OPERABLE CCNDITIGN UNTIL APRIL 15. herein. G.F. = INDICATES GARAGE FLOOR ELEVATION NCVEs 30' .L Zd' �� t7 R' 18 i th4. F.F. INDICATES FINISH FLOOR ELEVATION E ' 15. No grading shall commence without obtaining grading permit and notifying grading inspector 24 hours prior to the start of work. _ i PL Aw ive. 3/40 vL .iV ire. oto 16. Prior to the delivery of asphalt to the site the Contractor shall obtain certificates from the Soils and Civil Engineer that the proper subgrade .iLrr }. /Yo 5'eo% /Yo Sco/P a PLAN TABULATION elevat ions and compaction have been obtained and shall furnish said certif i- SAN BEP,N,4FDINC CCUNTY .B .M . -NC . A-235 PLAN NO E LEV. LOT N0. _ TOTALS cations to the Owner for approval. - Chis. at center of return on N.E. corner 17. The Cencral Contractor shall also be responsible to supervise and certify that Aine`_hyst �treet and Banyan Street (East). proper compaction has been obtained by subcontractors and agencies concerning Elevation: 1652.72 Z A (47) 1 utility line backfill including, b,tt not limited to sewers, water lines, elec- trical, gas and landscape irrigation lines. 36' ZG 310 B I6 28,32 3 6 18. Responsibility for grading shall he assumed by the Engineer of work in accor- dance with Chapter 70 of the Uniform Building Code. C 131 42 2 19. The undersigned Civil Engineer will be responsible for professional inspections in accordance with lection 7014 of Uniform Building Code. A 2, 8. 0 33 51 5 L 320 B 12, 15 231 38, 43 , 45, 9 9 G O i HILL5ID ROAD C 18 , 27, 41 48 57 5 £4' tPAOTNC SU �RVISION CERTIEICAT r A �2 E 29 54 5 �- IN I L50 AVENUE �L.4� BYO. 330 Sao • THE UNDERSIGNED CIVIL L .ENGI NEER CERTIFIES w Z W No ,Sc-o/1- 330 B 14, 24 34, 44, 56 , 59 6 ' 1 $ THIS GRADING WORK WILL BE SUPERVISED IN O W ACCCPDANCE WITH SECTICN 7C14 CF THE UNIFCRO Q Q z SITE 'BUILDING CODE . SEE ENGINEERS GENERAL NOTE 10. � w :2 C 17, @, 36, 40, 50 58 4 7 Q a BANYAN STREET ; A 7 19 , �5) 49, - 4 R .C .E . 211x,., DATE J , o 340 6 9 21 30 37 46 52 61 3 9 i8 LEMON AVENUE B 1 7 7 ta Za ,n Mark III Homes, Inc. cr} Q 1 31 9 55 5 • 2C2 Fashion Lane, Suite ICI Tustin, Calif. 9253C C 1 25' _ w HIGHLAND AVENUE8� 2 14� 2- 86C UJ W Q 7 TOTAL 61 Q o 1 CI STREET • I SPECIAL NO'T'E FROM PRTVATE EWTNF'FR TO CONTRACT01t LWL V A4n1TABLE dVZV APM-ICABLE - Contractor agrees that he shall assume sole and complete responsibility for job site i /FLE55 THAN 5' IF LE�55 THAN 5' - " - _ _ conditions during the course of construction of this Project, including safety of all persons _ .2 rf*Afnv INDEX MAP and property; that this requirement shall apply continuously and not be limited to normal g 2 � 119 VARIABLE to E, r working hours; and that the Contractor shall defend, indemnify and hold the Owner and SCALE : I - L9000c (� (T�/ Or the Engineer harmless from any and all liability, real or alleged, in connection with the _ v performance of work on this Project, excepting for liability arising from the sole negli- Bence of the Owner or the Engineer. 54ARANCHO CUCAMONGA o $ " Z Finf shed Fl u� �� ,R F i n i sh ee Floor �° n I� - � '� Fi n i shed Floor � y.. $ � • >�� Jt,�i�'1v - E � t _ o FinishM Moor �-IS '7g e _.._ _ - 1 5 9 -D5-E RCE No. 2V 104 CITY Eke;+arca C. E rb. w,rE f1oM llnt Flow Line j Flow Uer _._.F P RE PA RED BY � REVISIONS DATE DESCRIPTION APPROVED BY ASSOCIATED ENGINEERS TRACT N0. 9445 E� t39 I TYPICAL SECTION THROUGH SIDE LOT LINES ?-7Q 2E V. HOUSE PLAN -rAaU[.ATi0K1 3 16 EAST "E' S TAt E E T ONTARIO R 10 , CALIFORNIA R N I A 7 1 4 - sa 6 - se t e FINISH GRADING AND SITE PLAN DRAWING NO TYPICAL SECTION THROUGH SIDE LOT LINES f TSatt E -,. INDIVIDUAL SWALES >s/�► tZEv. NovsE PIAN TAeu�Ruo.i �r � ' G COMMON SWALES on 3,4 cs. ' SCALE: I" _ ' SCALE: 1• = 4' 8-5-79 TzevtSED DLR►.I a20TAdJt-AT,ora _ 5��- t 4 { R C E R 0 21 I Q4. DATE ALTA 'LCMH 171STRrCT SHEET —L_ OF _ 76o- 135 7577177_ BENCH MARK SAN BERNARDINO COUNTY B.M. K. A-235 Scale • 1" - 40' CHIS. AT CENTER OF RETURN ON N.E. CORNER AMETHYST STREET AND BANYAN STREET (EAST) . a • ._ . ELEVATMN: 1652 .72 • � rte- IV- 7;� s •d- 93 So GTPA ED 4CcFSS ROAD 1b' ---� ' 87 O¢ --•— • ---�--- � _ Z4 1i 97. 60' / 1 g �.r N i�► — -- — h � N 20 EQUEST AN FA 5 HENT Al ki?z/FS /A EASEMENT •. }j � ^ � m leo' h o ,� ,� � _ � 4P 4 M N h h N 10 lit el j� o KIP P �,�' ��• �V p 54 bo �Q' �• IN a Q i \ D .� o ,10 pa � 0, X?_ �3 ',�� $Io h �-�•- �5.ra FF• • \ �.? �e• �,. - �,. heti o b rn o o "� t f 33d 4 ?� 330 3Zo n ,1 0 34(D ago F i4 Q 'o ef,/7 , �q f C b 0' Ff meg.9 ,�. `� M'` \ o F•-. 7Z 8 J cs o W 7�f 2 f le loga �A 6..r- i 107 Q 3 723 IZcoy z S3. ��9 QcB 1Q aa.Z a g� $s h 99 ,g,3o SD •sem �� yb bb w 1 ��� 1�q9 I 6k .� � o o W _ �3 U R G U D Y AVE E k�,y kap m _ - - - - P z s¢I41 ppb titi, / - - - - x /zo �•. 6 j o ao Ar d" teIV a• - _ - 4 99 T- 6, cv Ion. 6 -r- a •k� N -—{ �-- qp X96 �' g3 O /GD•4 160.97' Aix 1 /G0 97 I Q � 0 001 Noz z 14- 41 - W do ,�,i b 1 r+ 4 ad azo W _` oa p Il � X88 � � � � 0 k Olh t\ , 0 ` � r� k- �, a 74R� O84o a oa A k. N , O a , �" ' • O N . . \ Ib` 1( � �o 5• Z�15.1 jwo 94 1 - b 33 .7: 18 I s l lw./ 9/ h �' �' ��. , q• fir t ( v �, � yy.. P v �4• � N`�R Ql� R` q/ T 114 Am UJI : -- -- - MiN� W ti k6 ;� --•+- -- - "3.6Z l Z.�3' Q Z d ` �� 0 •� �p 1`h 112 11> Mew• �� o' }+r r� �r► .V °' bti'15 . pi MIN } } � p rn ��� V g 0 9�p• h O ! r 6 / Z 17 th '�� ` 11 ��' �� ba W Q a b f _ ��e� _ _ O ,: !► Intl v \ M�Q 4 6v 0, > Y-Y lip 30 ti 8 e b - arJ ,� P I x i, 0 q o s �. :� . I pVia' 1 0 + off O ?h �1 Q �ot' ID r2 as a �� t�l� t ;} O �/� _ ti h� �• X6.0 l(' Q 'N � !� ]Tj,' _ � 0 2 G W N tc ' a i , �� U � O 0 4 �,� o`\ a F h o a N Sal �j , e� Z , U. a N a 98 01 01 24 9,7 a�.7o' A/K/ ivDK,� �/2 a9 �I 1yh p O 1 s9 1/ ti ky ARC BALD bti AV NUE ' • CITY OF RANCHO CUCAMONGA AMIRMM r CITY EWINEER C. L N0. DATE Y ' • REVISIONS PRE PARED �� TRACT' N0. 9445 ECS 139 f DATE DESCRIPTION APPROVED DY ASSOCIATED ENGINEERS 7-79 REV NOU56 PLAID EL.LOT• /& ,316 [AST "E" STREET ONTARIO . CALIFORNIA 714 tell • •1111 DRAWING NO ZA \ R,-V. NOLJ 5E PLAID L--5.1 ,34t 30 FINISH GRADING 8t SITE PLAN 40 I --G • 6-�1 T2Ev, i�ovsc p,A.i�C ,.Ts: 4'LS 8-r5.1 Rev. 320 KEUERSE Cf�L ' " _4_15 79'79' ' 4 + R.C. E. kO. 21104- DATE ALTA 'LC*4 DISTRICT SHEET _2 _ OF _ _J BENCH MARK SAN BERNARQINC COUNTY 9.M. K. A-255 CHIS. " ll " AT CENTER OF RETURN ON N.E. s (CCRNER EAST) ,AMETHYST STREET AND BANYAN STREET Scale • In40 i0 b h r ' E'LEVATICN: 1652.72 - � SE`C T/ON /�- �9 b� • 44 \ VE.P SC.9LE• / /S 32 12 Z� �a\6. \� to• �_ � N � p O a 29 /.0p. �s N A 2.02 ' 51.22 100.00' 9• 0 9 O 9 00 /4 .00' 45.00' //7 f i r.,,, y� 1 ZDV Ef✓v�'S i w E s .r1E.fT �1 O Tees 6 00 'so � *+ S o W 15h61 15% �kkk�� M ti TPf r �o . s ' ��� \ \ I cn 1 �� �4 � � % B 63 `° �` a . 3 N \• 6� 1 `N O5 0 P o / N II .f !'' ,.� O X r N elf ti 11 4 N +�' �•r,N X k t� I�' �(. � N X ♦q � ►�• 3 � 0 3�.� ^ ' ?�� 320 �'� � � FF (� � l e � � k� b� ? - F. p0.s, lQ, "G oar , k� 7 �•f M +S ` r / /Za co �, A v 4 f. /� \ sir. t oAla. �f'l �° '/� I ►, 6 f' f XX ti !�. Z �o f /Z Zfi h �><�' c fs. 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Q I 1 ----- -- _ 5. �� N. • J ,y% '' ' 2 � \ h tib tib' N "'� �kt��'; � �•� b ` F z N is ! - ,� k,lk ' �,/ 1 p, �► .f A � �o '1 i a 3 �•P , y LO p ^ �a XXX (,l ,� �, A ItiG is�` m Xx .� ��• Q s Z V' ` \ 8 `(�� w v v ,0 ° ; V K s / � ( y 12' 3 - i Q 411. • � k �' � � ' � `O � �• •k �< i Q �af+� o� � ��� • I �ill 2�'� � Ci . \� Y S Q Q' '3' w 1� ' 0 �' ` M � � o tQ y►/A_TEMP EAS. S\4: 12 �rgTER P E ,,,Y- ,�` x I►, �l �g• Z _ 1 _ - NJ CONST. CO tRk.7'f BL O[K WAL L PEEP �� �► , cv , �3 /86.90 • s. tom' t �•' ' /6/•/3 71�1\ N 2 • I 5 ------------ cq ---- ��o o --• J 13/ oo � hh ,� huh b �y 1,$2'h ,,plg� `� "' ARCH ALD �'� '� �� ��,�_ AV NUE Ln , R C CUCAMONGA By C TY NCINEER C. E_ No. DATE REVISIONS PREPARED By . DESCRIPTION APPROVED BY ASSOCIATED ENGINEERS TRACT N 0. 9445 t.G 13q DATE 7-•79 IPEK HOUSE PLAN AL. LTs. 40,43, 316 EAST "E" STREET ONTARIO , CALIFORNIA 714 - l96 - 5618 DRAWING NO &0'td's FINISH GRADING Si SITE PLAN 14ol — G LO EV. HOUSE PLAN LTS. 3i E'-S7 / �� _�_CJ� 'ice , 6-IS•71 LE V. 32� YEvEieSE c.Atl.. /W 6-/5' 77 + R C E No. 21104 DATE ALTA ILOMA DISTRICT SHEET OF __ 7& -13'5