Loading...
HomeMy WebLinkAboutLot 6-56,96-115 Precise Grading ES TI'MA TE OF QUAN TI T1 ES TOTAL NO. DESCRIPTION QUANTITY UNIT GENERAL NOTES 1 IANDSGIPE AREA MW PER DETAIL ON SHEET 2 4 FAN 1• All grading shall conform to the Uniform Building Code, Appendix Chapter 2 cine ocnz.ET m DETAIL oN sHEEr 2 3 FACW313 3 3" A.84 PIPE L.F. 33, as amended by Ordinance No. 457. 4 4" pc.� PRECISE GRADING PLAN CONCRETE SWALE PER DETAIL ON SHEET 2 278 S.F. 2. All property comers shall be clearly delineated in the field prior to xis commencement of any construction of any construction/grading. IL TRACTNO 23066 �' • t� 9 3. During rough grading operations and prior to construction of permanent 1 drainage structures, temporary drainage control should be provided to prevent ponding water and damage to adjacent properties. PHA SE 4 ..�....� 10 LOTS 6 .,� 56 & 96 „�,�,,,,� 4. Dust shall be controlled by watering or other approved methods. 5. No fill shall be placed on existing ground until the ground has been cleared of weeds, debris topsoil and other deleterious material. 6. Maximum cut and fill slope = 2:1. 79 7. Stability calculations with factor of safety of at least one and five _ tenth (1.5) shall be submitted by a Soils Engineer to the. Building and �� Q Safety Department for cut and fill slopes over 30 in vertical height. A �. 8. Provide 5' wide by V high berm or equivalent along the top of all fill slopes over 5 high. Rgip 9. Provide a brow ditch, designed to handle 100yr 0 Storm flows, along the 1b REOHAwK top of cut slopes. --- 10. Minimum building pad•and drainage swale slope shall be = 1% if cut or fill ® /� SITE is less than 10", 2% if cut or fill is greater than 10". Drainage swales / V shall be a minimum of 0.2' deep and be constructed a minimum of 2' from ICINI,MY_MAP the top of cut or fill slopes. N.T.s. �. 59 --- S�'TI►OVII• 21 & 22 11. No obstruction of flood plains or natural water courses shall be permitted. 58 .: 1� IMMIP. T.� -- RANGE .2W. 60 12. All existing drainage courses on the project site must continue to function, es eciall duringstorm conditions Protective measures and temporary drainage provisins must be used to protect adjoining propertiedurig 61 ' ` °: : grading operations. /62bfQT1Qf,.T0 • \� CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 13. Finish grade shall be sloped away from all exterior walls at not less than FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 1 Z" per foot for a minimum of 3' ` 64 �p '� r ;rt: • r r PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT IMI BE TED TO NORMAL 14♦ Cut and fill stapes equal to or greater than 3 m vertical height shall be }r x h ry, G WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND planted with grass or ground cover to protect the slope from erosion and66 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY instability In accordance with Ordinance No. 457 prior to final grading inspection. xt �, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS � w a PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 15. EROSION CONTROL: All slopes required I I (' • p q d to be planted shall be provided �,. h a OF THE OWNER OR THE ENGINEER. 3 �. v with rosea ice plant (or equal) ground cover at 12" on center. Slopes 68 exceeding 15' in vertical height shall be looted with approved trees THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U77LMES OR STRUCTURES 9 9 P P P ,, r z �► o spaced not to exceed 20' on center or shrubs not to exceed 10% or a 69 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. combination or shrubs and trees not to exceed 15' in addition to a rose o 111 /1 p TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT mix or ground cover. Slopes exceeding 4' in vertical height shall be gross THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL "f w t ' '{{ n PM '"'1, 887' PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER o with an in-ground irrigation system. Slopes equal to or less than 4, may 7O `y f' '¢ Y z .;.; g y P P P � ► LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR i be irrigated b hose bib located at the #o or tae of the slope, spaced to PA�a 1641-5-20 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. make use of a hose no longer than 50' in length. The irrigation system shall be 71 , 10 > �',�� `" �!�'� ,��, .:y � Y� '` / _ provided with an appropriate backflow device ` per U.P.C., Chapter 10. 72 d � ► r ° �_ zaA° ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 16. All grading shall be done in conformance with recommendations of the n , r �• �� .w �; ,r AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. •� 73 i1 $ ks w" 5 'T updated soils engineering report by Geo Soils Inc. dated January 27, 1998• �.�.- 7 t(fit[ .:.�. � ���3' Two sets of the final compaction report shalt be submitted to the 74 ^. '� t" 3., << CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF 'WORK. c ` .'., S 4' h X .,F 9 ' �` Building and Safety Department which shall include foundation design recom- ) Y ry ,� r q mendations and certification that grading has been done in conformance with the 1d5 recommendations of the site investigation report. 76 4 z , f • "/7 rO a .r ttt5 rr r �a� r 1.s ' ` f� co 17. If steep sloping terrain occurs upon which fill is to be placed It must be cleared y ,,. '' ' 0 keyed and benched into firm natural soil for full support. rz ° N Y PPort• Preparation shall be 78 # p y g W approved by a suitably qualified and registered professional prior to placement f ,' � / f of fill material. P P 79Ei r,,t1 {r ;n r��5 4 / LL So Y i K r * , . r 18. All radio shall be done under the supervision f 'I 1pOg u gradingo a competent sols 81 f���L. � Axr� Z V � engineer who shall certify that all fill has been properly placed and who j ;' �5��,''" °3 shall submit a final compaction report for all fills over 1' dee PM 24887' $2 T.C. TOP OF CURB -�.... i r , 100 - EXIST. CONTOUR , y F L FLOWL INE ELEV. `�-- o 19. Final compaction report will be required for all fills greater that 1'♦ P.�. 1641-5-20 83 ' f° 'r y 9s �•► X00---�-_. PROP. CONTOUR g 84 T.G. TOP OF GRATE -••-- PROPERTY LINE Q 94 G B GRADE BREAK DA YL IGHT L INE cwr, A suitable qualified and registered professional shall submit to the 85 Y 20. b ti ''�� Buildingand Safe Department writ 'f' 4 F.G. FINISH GRADE H Safety p ten certification of completion of 86 � �'�`'`�, 93 �,� SHEET FLOW RATE � rough grading in accordance with the approved, grading •plan prior to G�, 92 3 Q g 6 7 R.G, ROUGH GRADE - ---- GRADED SWALE requesting Inspection and issuance of the building permit. Certification 87 91 F,S, FINISH SURFACE -- ----- CENTERLINE Q shall Include line, grade, elevation and location of cut/fill slopes. 88 /90 2 �,. INV, INVERT OF DRAIN _... �°�Q - SWALE HIGH POINT o 21• A suitably qualified and registered professional shall submit certification 1 --- P. PAD ELEVATION FL17WLINE of buildin pad elevation. Where specific elevations are required, the 84 F,F, FINISH FL!]OR ELEV. �'""�.t3.,.,.,� SUBDRAIN elevation with respect to mean sea level) shall be given. If an elevation 83 0 OPEN SPACE G.F.F. GARAGE FINISH FLOOR _ _ �.. _ _ AREA DRAIN rn with respect to adjacent ground surface is required, the actual distance OP N SPA _ B,V.C, BEGIN VERTICAL CURVE }. . . .,: TOP OF SLOPE above the ad acent round shall be given w .. Wi, ; TOE OF SLOP E. .C, END VERTICAL CURVE r•z";<�:4•�,>��-���:��: 22. A suitably qualified and registered professional shall submit to the �� �...�-- P.I. POINT OF INTERSECTION RETAINING WALL -� E.P, EDGE OF PAVEMENT FIRE HYDRANT l e i Building and Safety Department written certification of completion of � T.V. TOP OF WALL E V ¢ final grading in accordance with the approved plans for all grading L LE . •---Q STREET LIGHT designated as "engineered grading". �� _� TIF, TOP OF FOOTING ELEV, SOUND OR SCREEN WALL D.F. DEEPEN FOG TING DEEPENED FDO TING a. 23. The contractor shall notify the District Building and Safety Department L. LENGTH a°F• a o3F �. WATER METER at least 24 hours in advance requesting finish lot grade• and drainage DWY. DRIVEWAY CATCH BASIN � LCICAL DEPRESSION Inspection. This inspection must be .approved prior to building permit N.T,S. NOT TO SCALE � DEPTH OF V final inspection for each lot. / REO"D OVER EXCAVATION P,U,E, PUBLIC UTILITY EASEMENT 24. Contractor shall notify Underground Service Alert, two days before you dig at 1--800--422-4133. c� w d NTY OF ttIVERSIM z EARTHWORKESTIMATE °O ApTMENT OF DEP SAFETY 0 100 200 400 600 800 BupROVED sA (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) APPRO , I .. REVIEWED BYI- e ca�ng�ed to be 4 w �_ TOTAL CUT....................3 550 C.Y. vol of these plansshattoatb ,ofanyOf J SGALEi 1'=200' �rpinit for.or an appMal of, any viol � V e TOTAL FILL..............♦e&s&*3,5 5 0 C.Y e th provislons of the state or nt`OOmplat 00- r plans must be kept on the j� NOTE THE ABOVE LISTED QUANTrT IES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES 6 DIAL TWO WORKING OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING --- z BEFORE DAYS BEFORE PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES � 2 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON YOU DIG YOU DIG FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING TOLL FREE 1-800--227-2500 CONSTRUCTION MAY VARY. A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT z SEAL-ENGINEER HUNSAKER 8t ASSOCIATES BENCHMARK: IP NO, 010058 SHEET NO. m QRaF ESS , xw a? IRVINE_ INC A BRASS DISK STAMPED RN. CO. SUR. T--27-81 IN CONCRETE COUNTY OF RIVERSIDE UDD�r "a' FLUSH t0.3 MI. WLY. OF BUTIERFIELD STAGE RD. f 12 W. OF , 4 4 EMPIRE REGION AN ASPHALT DWY. f45' N. OF C/L RANCHO CALIF. RD. IN AN TRACT N0. 23066-1 � 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UTILITY POLE #1751190E CT NI]. SB020 RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN :3 N The p*de dq�w 3 " planes is r�t►mbk her ass 6q the aca aw EXP, bi30ip6 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS i • • • a PHASE 4-10 LOTS 6 -56, do 96--115 OF 5 s�rrs. sad aicc to y of the Maim in do eved of 9 aha- w� �. PREPARED 8'Y: 5g 2 0 f� id ►9 cm*x ctW, He pniete &V r)w sof�awe►be sahlb'on � . . � MARK BY DATE APPR. DATE 'TF n, ��ti R.C.E. N0. �� o FOR W.O. COUNTY � � an � � � ��by REVISIbNS cA�.�� � e. 3 SCALE. FILE N0. h' ENGINEER COUNTY PAUL R. H DLESTON, JR. R.C.E.58o2o DATE H; AS SHOWN V. AS SHOWN 0919-23066 T.G. ELEV. so SPEED-D•-BASIN LOT NO. N.D.S. No. 20 (GREEN) (SEE PLANv) OR APPROVED QUAL P.L. ------ LJ LJ 5 MIN. 12' TYP. 00' MIN.) TOP/TOE OF AC rY------�---___`.1 C A.B.S. PIPE RISER 3 MIN. 1 PRODUCT 55 AC � � � SLOPE SHOWN n-`� 5 I 6"X3 0 1EE ON g'X3" ELW AS� C ON PLAN 5' MIN. i T_ qtr W %po z Z F.L. W PRODUCT 55 3"��� NOTE: FOR B hOW 2 M F.F. ELEV. 3 MIN. z 1 A.B.S. TO P.V.C.. aK a� INv CONTWTOR TO PAD ELEV. P= 000.0 ELEV. USE WELD--ON 194 276MIN. FF= 000.5 P 000.0 (SEE PLAN) SOLVEJNT OR EQUAL A B ;f_ *2:1 MAX.* m FF= 000.5 PAD • ' 6 MIN. LANDSCAPE AREA DRAIN DETAIL 6" IN. 2�r M�4.r PAD . �.--- _ _ �. _ _ 1ll(;.7F.Fl �� fi MIN. �� ..... ._ _. - ..... ..._ ._ r NOT TO SCALE ELEV. B.S.L. 12"MIN. 4%MIN-20%MAX for 3' �Q E1• then 2%Min-20%MAX. 12 IN. * EXCEPT BERMS LESS THAN V HIGH f� - , MAY BE CONSTRUCTED AT 1 1/2 TO 1 Jw ' .GFFM SECTION A -- A �* '' 000.0 CU FACES a + SIDEWALK GFF� q .... _ ..- . _ �► CURB ,�G' DIRECTION OF FLOWQOO•Q GFIF o• .3-e 0 HOLE CORE 000.0 w''4zMlr� ►LL� INCURS TYPICAL LOT FINISH GRADING __ - - - SU IM&W OF PIPE ;- I'/2" ABOVE FL. GUTTER N.T.S. 1 1 Jr S=0.01 MN 5' MIN. P.L. 5' MIN. ,.... ._ _... 1. SWALES TO BE CUT IN AT 1 R MIN. AT ROUGH GRADE AND PRIOR TO F.L. " F.L. AREA DRAIN CURB OUTLET DETAIL BUILDING CONSTRUCTION. W 3 MIN. 1 3 MIN. 2 W .. .... NOT TO SCALE 2. A PAVED DRAINAGE SWALE , m EXTRA DEPTH fi 6 � w CATCH BASIN & PIPE . OR OTHER 6 OF FOOTING TO TYPICAL COURTYARD DRAINAGE, PLAN 1 , PRODUCT 55 SIMILAR DRAINAGE DEVICE IS o BE DIMENSIONED REQUIRED WHEN A STOOP m ON PLANS I CE OR PORTION OF 1.0 OR m THE B BUILDING EXTENDS WITHIN I LESS TYPICAL COURTYARD DRAINAGE, PLAN 2, PRODUCT 55 MINIMUM ESTABLISHED DRAINAGE PAD fi IN. SETBACKS. ELEV. ' • * 2XMIN.* PAD 6"MIN. 2:1 MAX. 3. SEE STD. PLAN 101 FOR 12"MtN .'� 6"MIN. ELEV' A'' DRIVEWAY APPROACHES. ' 12"MIN. 2XMIN. 2:1 MAX. N 476MINN20%MAX for 3' then 2%Min-20%MAX. r * EXCEPT BERMS LESS THAN 1' HIGH ��-__-..w___.7,w,r..--_-____`� AC 0 • R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 � N 3 IN-GROUND UTILITY HOUSINGS X y� 99 '"`� PRODUCT 55 a Fr LINE SWALE I X MIN. (WATER METER, CABLE TV ETC.) SECTION B - B PAO TO BE INSTALLED FLUSH TO ALLOW UN--OBSTRUCTED DRAINAGE h RDD IRON �- 4.2 1/4"PER 1' FENCE _ 2 ... I . , .•.,. h FF= 000.5 SOD -(IF USE&ALE' SALL. BE INSTALLED CL FLUS„„ WITH TO ALLOW �� .. �s h X .A '" UP TO 5 1' P.L. UN-OBSTRUCTED DRAINAGE �����' � FIG G. N O. 2 0 MORE THAN 5' h 2 MAX 5' BLOCK WALL NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 2' 2' 2' ' •-• -- - r" - _ - - - IC 3 WIDE ua NTS " " F.L. 12' TY'P. z N SWALE yQ 1. SECTION A-A APPLIES WHEN THE SEE NOTE #4 10' MIN. DIFFERENCE IN PAD ELEVATIONS I I ' ,J I u. EXCEEDS 1.0'. HEREON >: I o co F.L. _=---'�''" f " " BERM TO BE m fel 41. o ( M 2. SECTION B-•-B APPLIES WHEN THE REMOVED I ( I GFF= "� GFF= O DIFFERENCE IN PAD ELEVATIONS IS o' TOP OF SLOPE PAD 000.0 iQ 000.0 1.0 OR LESS, & THE EXTRA DEPTH SHOWN ON � 5X MAX ELEV. Y i x OF FOOTING IS SHOWN ON THE PLAN ZX M►N• 6'MIN. • . N (D �,� GRADING & STRUCTURAL PLANS. _., _ _.._.._ _, ------....----_ 0 3, IN NO CASE SHALL THE SWALE i PLANTER AREA TO SLOPE AWAY FLOWLINE BE LOWER THAN THE 4�:MIN1420'MAX for 3' `12"MIN• �� w� FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. SECTION E """'- E En OF 2X. PLANTS AND SHRUBS SHALL 5' FROM BLDG. LINE. w 3' BE PLACED SUCH THAT THEY DQ 4. PROVIDE 5' WIDE BY i' HIGH BERM t i9 » N.T.S. NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C ""'" C d AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. , o FINISH FLOOR TYPICAL REARYARD GRADING PAD 4.2% PROPOSED WALKWAY 2--r"z 10' TYPICAL COURTYARD DRAINAGE, PLAN 3, PRODUCT 55 0 � r GROUND P L ¢ ��' .. NTS ins �• �. _ .. ui Cl- _y;.. Of i PRODUCT 55 PRODUCT 55 5, r-� �. � � P.L. o S'MIN. 1 S'MIN. 3' MIN. P= 000.0 P= 000.0 s'MIN. 3 s•MIN. F.L. 1 1' 7YPICAL.. . ELEVA FF_ 000.5 5'0N• FF= 000.5 r P= 000.0 w 2 MIN, TOP QE CURB -- - _ FFA 000.5 z FIREPLACE U GFF= ss• 000.0 p w GFF= �' - GFF� GFF GFF� m *2 MAX.* PAVED DRAINAGE SWALE `� 000.o oo.Q � � a i z PAD 6"MIN. 2 ELEV. 1 2'1 G.F.F. ELEV. _ Mq� � TOP OF SLOPE '� ._ „ _ _ a MIN \ -- 2X 20�MAX. .. H CONSTRUCT 3' WIDE X e THICK z P.C.C. DRAINAGE SWALE. SIDEWALK 3888 SO-FT. 3687 SQ.FT. 3883 SQ.FT. SECTION nD .�.. [�» CURB FACE 2 STORY 2 STORY 2 STORY ..�....E-- 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE N.T S. '��' _LL .� ♦ H , TOE OF SLOPE H/3 BUT NEED NOT PAVED SWALE PLAN VIEW o EXCEED 4.0 MAX, z DIAL TWO WORKING TYPICAL HOUSE TYPES �- PRODUCT 55 N.T.S. BEFORE DAYS BEFORE O�RSV � YOU DIG YOU DIG SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS PAVED SWALE DETAIL coy",� 'AsNT ° 'T'%( NOTE. FOOTPRINTS PER PLANS DATED APRIL 16, 2002 4 qPA G&5� o TOLL FREE 1-800-227-2600 N.T.S. 6v��D,�EF.� � .�.�@A.CK_..ES E,N,Q,tNS �.PP Cro BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5') pPRQ 0� ea to'�� A PUBLIC SERVICE BY NTS �` ,�wE°Vr not be Cofl e v Of R� �plane shpN anY��o1aWs.�h�� UNDERGROUND SERVICE ALERT .46%01 eppvis o��unty cnoek`on• z pppro or an State ti�1 co I pem,�t 10' of the th8 lb un z �`s1_ang t bn [D SEAL--ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP N0. P"`s • Q1 QQj$ SHEET NO. ;�..., . �� IRVINE INC ESS ;, A BRASS DISK STAMPED Rlv. Co. SUR. T 27-81 IN CONCRETE COUNTY OF RIVERSIDE - QR '``' • FLUSH +0.3 MI. WLY. OF BUTTERFIELD STAGE RD. +12' W. OF .ioq:`�•. �'=�-•` INLAND EMPIRE REGION AN ASPHALT DWY. f45' N. OF C/L RANCHO CALIF. M. IN AN TRACT N0. 230sS-1 L .r oy ZI, 2900 ADAMS STREET, -� SUITE A-15 UNIMPROVED AREA t2 W. OF UTILITY POLE 1751190E � w NC1, 58020 rx, RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.Ss PRECISE GRADING PLAN co &9w P� is �* kr =AVme�, 1 BRL 11 02 ADDED BLACK WALLS & REGRADED LATS 50, 51, do 52 a EXP, 6/30/06 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE 4--10 LOTS fi-- 96-115 and aoor�otd*of ft delxr9ln h baa errant of amw altar ADDED DETAIL SECTION E -- E � PREPARED BY; 5�� � OF � SHTS. v �► ti� R.C.E. N0. 5 2 N count t or ddng o10 �Um' >t Pie �' he m� MARK BY DATE APPR. DATE �Ivn. �`' �/ fl FOR W.O. COUNTY o for detannivq an awgpta* solubm or r+al�is�rlg ft pkw four ayoproral by REVISIONS �` CA��F° 3 SCALE. FILE NO. � the ENGINEER COUNTY PAUL R. DLESTON, JR. R.C.E.5802D DATE H; AS SHOWN V. AS SHOWN 0919--23066 y. now ��jj SEE SHEET 4 SEE SHEET 4 ESTIMATE OF QUANTITIES w ,",1, NO. DESCRIPTION ' 1' ' 1 1, . ` �► .� 1.2 " -- •� >: o ; o I ,9 1196.8 I 1 LANDSCAPE AREA DRAIN PER DETAIL ON SHEET 2 cr ► 'a t7p o�� 1"*11 ",, _ .� O o d� o , •� F.L.NG.B. 1191 2 CURB OUTLET 00. DD it +• 9.4% t� 'o•�C� j � o.o --� o• 4 � J P• I PER DETAIL ON SHEET 2 Jas p°O,p 1 ) t i I ; ,r'�Q M' 3 Jr A.B.S. PIPE Od ° t N I 1 8' ' �'' 18' 4" P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 o O 29G II rn t� IN. o L v •4 I .p 2 90.52 a M o ` ` I or I ur {I U c" go �� u' a -0 Z3 1?11r`o co 18' $ - 62.2 lr -p N �'11 0.6' a' ' ��� �!� L J>. •s c� ..14 �„ 11 © • `.) , _..$` C, ' N d 1 a, 1 C��t QD `" •-�► '" .� ..a I �•� 0 I 00 �+ I w� �, ` c ; . . •- C' 134.87,�� % 00' V COrI to v-n _• p rn ix MI % MI 0 0 ��" c�� [� pr � CrW VI o �� 'z o � .��_ -� O O SI � aoN. V1 00 �I •� 11 �, r of F r o a ooF. •cSs t9 P o, 1 1 i i +`O o 0o H• I 0 � 00 TC o v r tti s+ o t • .T I �]� a'", .v a 2% I O r °°`„ 19, I � op 91.32 •�j ..a IN. � V Q, cn .- J 'p o ,1 •� TO.O• . . � � 61.8 I co �� I I I V, 10.0% .a. o ..a S ... 1 o ,Y II0 � � I � �p � � � v 1' �G7 � 1 18' v v c0 O L 4t 181 �cS I 2 .6 11 11 ur c�' k °o• 1 •G,$0 i 0°c I o 00 co r ©o , ,, o . o r JJOOF• �" 129.60' 1 0�• :p o' 10 �i ; 1 q Z, MI I MIN- OD O �.,� - �,0 90. ••v5�� "�' 0;,, r �I 9.4x ,� s oma. �`'' I s --- rrs .� M 0 8.5% v oD v s ���0 o I i a It i N I 1 o ,� `� to°F. Q o°`F. •�6, F.L.-G.B. 0 1190 ' p H.P. ���% a. I 1 r �` •Q'� 11 v -n u O I t'' g •�,9 rn U W e 55.6 - ��„ .0 �°„ s 1 rn jj •o a N 1 J19 I conn j 18 1 �C► oMML "s o.,I a0 41 z ".� $ OD o j i= = p n 18'o I g c 22, 1. -n '''o -► 11 - I 18.8 ca 1 fi ,. N - � � 1 1 .fi -n� �. ' 18.1 �"� - •s �--. �', °' � cc� �n�1 I '' �� � u, � rn 6;081.ti v t � ` r � , �,, Z � L _.... � o d - J 6%cv 0 3A _� 4,. �� 0 o.o� J, J `� 11.6% ro .•'' it , 1 I • 100CP JJ 0 124.3 t �, d t cn j t -��► p . �. MIN.. O 1154.3 00 ••cil-Tin 't 4+G'� �.�... _. 18, �F' I j o- 18' - 2 jj Q v1 p ''� 17 , C) 0,9, j,Q i o o. L106 L t,, •`9� A o z o�,.� 11 cu + -r'T114,�- 'U o y 0 1 .��F. �' a o t401OR JJ �$ I � .•r h. i� II 11 c •o �� j�¢ � I �3' a a I ao 1• N I r --••rr�� s N s s 4X "v O II t tT O 95. 00 cn = - 1 u 11 it ? rn x•95 .ol 1'i X17.5% � �J c>• I �' . � W ;' �, V �'`' C11 I •'��o v.� 11 1 11 a � � � • . v � 18 N I I co I�w x t � � 0 1 .8 N� -, : 1r- I � '�G �co o L. -n-p L.. --- rn 0 kF•I 1 Bio I co �°� I i"i a O o 2% p I © ry IN. r7 p 11 'c�i+ J t 0 >: •,� 1 •C 0!�F• VII ,y i°b AM 1 1 9) i O II I �'�? N V o �r. ., _ I � -, ,W v_ t � � d t a r - -n i 10:5% bh 1 � � I � ° ` 119A1�G � IN. s '� � � MIN. . 143.33' Fr9� � I rn j i 155.4 I �J I N-� r co 18' I 90.0 ' r' - °le'� F.L NG.B. C' `S I w OD ��--�- -t oma, a i R �o. •a, �' MIN. o i 190.r 1���. _. - . '� 8 I.$l 1 •v ; �°co I �. 1 o OF .. J .s 7.4% 75.5 1 a v 00 .F 2 0o a O I -n"0 a t `n ao A is 00' _,, ► V Cn o- 18 bti CA I u �+► ..a I ~ �' II II ...i 11 - - --- on 1 1 V1 O 97.28 11 ^+► Too �o C ..,► I � r 20.i -0 J t L. 1 �`•' O ( 96.OT O� f LT I v' O Cl1 •'"► �• CL U7 II II Q ' Z�a G7 + TG•' p N: g p O I g ••a► cr OF •2 � � -•► o �v�pp 1 - • � ! r V� • • /8 ' r '• +nom � I I "') • Q ".`�O I •n C7 O ' -� ... •P 47'I ` co r. `r 1 1 co CID O 11 Igo IRS2 9 -� i o t w' •"'•1 v �O t' o, I J c, 9 •s I y o �, •� t o41 co•�•I I d , cD cn I J I -� cro 1 J a� 0 0• o J�" J' 7"8X�' ,n ' cD a, C► S -p M 113.80 o ` II 11 U79 MIN.NII 149.37' •e G7 6V1-n I .5% •,r -� -}G71 ! 1 1 - -- i 89.0 1 �' LA.. OD t 1157.4 I -A Vt � � c) wUD 18 •L L L c cb I I p, 73� It r ' N cil ba 18' �J1-v -',��`J o r �► -� '� .p �FO I I 1. ° 'P 1 11 w c�o I "O�' ae i t D•�+1, "� �7 't // � a ao 18� 1 r�r 10 11 �1 iD p , N �� -� I r u -- I 20' rte• O ..+ 101.79 " p 11 �► rn t II c) ,. i 103 so' 'MI N 5 W � W Un _ _ I ___-�- „� A-11i �12.2X fit^ Jr, I ;a -* ;a 0 4- 0 CD 6 t:Z r„ �, -1 N L _ cp 0 r O - © •e .,, , p • G7 00 _ 1 .�3 O I I sfi W c�D j a' 18 35.4' ••--rr�� �. �.-P► t� uj $ 9 ;'I I •�, k 1 © It �$'�° I .e• t$� p 11 a ( ra q t,, I •J �*1 I �J ' L.7%�'UI p. FJ • , I , 0• 9 1!m .4 �, w ,, �, OD NI 11 •� �� 0 MIN. 1 .8 0. O� d --.-- 1< j W v� 1 1% MI - 141.98' � 20 1r 000 7 t 4 I -, I MIN U �- �•-• -"'" o �+ i •`!' MIN 199 MIN. 0 -cp Oo, 1189'5 �6 �'L8 L L D�• 4 .9 1s>'v 0� -0 �/�� I o ��• ' ••JJ� ' '/� 0' . 1 r "� ,]`t I /'Y1 N! '2 pip,`Qr.� 1 001-1 -1 I ~ , Qn 4 p((' N ^ I ( •Z ; r 1 1 �1-1-n QC► Jw k L� •� 8 0! 1 CA II 1 69.4 © °- 1179.9 G7 -p = co c� --�=� r- 16Q 1 X MIN. L."G, ' s I 18ty' 00 )2 �, ��G o �� J01 CID II _ 18, . q 5 Q I Ln N I W r9l .�. OD , 2 '� ri O P ' Z + V 1%4 °D ' "*i �d q-�G7 .2 ... ' 2 � 05 ' OD 1 ry "I-"_ I J w �'a >► Cn O _'ri +v c�0 22'w [� v, 9 N � 0 o Jd FS,� ... EL 29 II I r II - �-�• OOF• oma, S► a F. G., w MIN. �� y 1% MIN. Fr 117.o 113.53' L423 ISO jj lc'� 29•fi r �4' C i ice'--. D,� Ir '�° b" a 11 II� I - z W r p 6' coo W 0 �'' • \ MI r o :Z L O-W ¢ (.n �I k If �ICD 90 s" !j s 6-, z rt e ca ,off\�� 18.5 -� 23.1T 4'•2d 110 • QD o° 1.90 do 1 75.3 f• oa :,�, � '� -- � •� >>� � .. F• \ z •� ` .MIN � _ y OF 0 165' J Jam•DD9' V J 9 _. � -� .. . ..._ �. � o�' com­c�o • r ! i �� .s. r`Ac �` a J �► . C ��6' gv\P�C�1Pc 66;'J G � � 6' �.' � � rn •ate ?�` � J � n � � PP y�r�o� rg St,� ,��,��•�,�o�. • 2 CP I I '1. r y r d' �j �[+ R� 8� ion a Q, p�'\ p• �.�6�G0 6 -. ..�n v r-•- -~~ J►�! -� - 1 rove\pt Q� fpr ne p DIAL Two WORKING F- 11, s -� r o.s• eJ, r d 1a29� ? J o 0 15 30 f0 p r�a�°,� `b��.���° 120 BEFORE ..-- DAYS BEFORE M\N. D.F. 6.,32 '" • s,,3, '�' - �' �.� � --�� �• I �, �j 1 f��0U1 R YOU DIG You DIG / , J, C L 41.84 . r� J 17.87 ,c. ,dam �- cJ? \ , s� •� . C7 •� ( IVATE--%Rff�T) s --+ SCALE. 1 •=30 TOLL FREE 1 -800-227--2600 p �F - -c^1170. 1 A PUBLIC SERVICE BY .2� 16g2 a' - -�_ce. 0' ,� • 30, 4.2 y�s� -•� f UNDERGROUND SERVICE ALERT ,p'� F�= ,�•'j� »>, ,� >»37 '' g,5 ti 35.89' .- . 67► 36 c / 4 O p q p 7. �'^ "aif �•��^.� f�•n,C B .IQ 1 r111 N V• • 1(� 1179 U /a.3C� �V 2 i0 1 184.3 f► 118' �,Q "� Z Z SEAL-ENGINEER I� HUNSAKER & ASSOCIATES BENCHMARK: IP NO. 010458 SHEET NO. � IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T--27-81 IN CONCRETE COUNTY OF RIVERSIDE QRpF Ess, �1 FLUSH f0.3 MI. WII OF BUTTERFIELD STAGE RD. ±12' W. OF 0,,. �, EMPIRE REGION AN ASPHALT DWY. ±45 N. of CSL RANCHO CALIF. RD. IN AN TRACT NO. 3066-1 3 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE 11751190E0 • �; N0. 58020 rxn RIVERSIDE CA 92504 (909)352•-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN N The prrrrate sneer sigrnng awe plans ,s rlAsponslbk for asstlnng me acaunc�► Ew. 6/30/02 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ^„ ,_ n and acceptabiry of the d*n hereon. �h the event of ai aaepont arising o/W PREPARED BY: PHASE 4 14 LOTS 6 5S, & 96-115 of J SHTS, o cowu approval or dining cansbuch'a►►, the private engineer be responsilkk MARK BY DATE APPIR. DATE 1,7�, 0IVIL o��`t• / R.C.E. NO. 58020 FOR W.O. COUNTY a for detemn09 an ocaeptabk solution or rung d►e plans for Opp vd b�► REVISIONS A R ��OF' c���1 SCALE: 10 ENGINEER COUNTY �� JANUARY 2001 H, AS SHOWN AS SHOWN 0076-230fi61 FILE NO. PAUL R. DLESTON, JR. R.C.E.58020 DATE V. SEE SHEET 5 SEE SHEET 5 -ESTIMATE OF QUANTITIES ' NO. DESCRIPTION ,,,, •� / Oco u � V ti •`�//i n�; ` 26 39 0� 1 LANDSCAPE AREA DRAIN PER DETAIL ON SHEET 2 • / / ti V 0/r :p' •.~ 2 CURB OUTLET PER DETAIL ON SHEET 2 168.2rr67� o 1912, N 3 ', 3 3" A.8.S PIPE bro �°I° .9� 4 4 P.C.C. CONCRE E SWALE PER DETAIL ON SHEEP 2 Irv- �a o �, 5.15 c► V A 10I O y - � 1� •MjI y r� 114x• �- 1�6T g � �.. N �i 7'00 APRODv� g5 fP 204•� •� °, g SZ I c� / `• •�.V F G. y �,.. �R 119 •. s f� I � c� �; �`' �� .�S � � .Z '0 �'-- 1194.0 ' ao 96 � � GF , 194. 4' 1 � r -° `►1 .O �-��� � w�`�, �J� Cb '� � D.v� . p��119 7� •c��„ �' F S 1 �• z lh p .�,o•, .d, - �,� rg `' / b � 1 11 g4.0 0 0' 119 f 2 ..,t � 1w, w ` °°2 1 MiN O 1193.8 f ec-i p-F. G. � r 10.9x •� MII fig, "' -. -.► $ 8 1 r G 'Ij. 7 0�. & P 0) 10 U '• U? N• 49 0 . ,a► tp cry py ( �' "'71� •• p 2 4 �, x1926 �i�11N. I ! 1 1.g L 1 �6'4, �� �"•C. .CB �r cc r F �� •s o _. - � �► �0. � MIN., p�• � � .a 2D' "r j "' "• 1 x .MIN J � ���. ^�' � \�'� � ,� c; 1 i `L$ . , �•.+ 0 1.7AP ��- • c0 33'9 \\w,�� ,n % bo 8-5X Ir 535 cr) I UP '4 T C' o a v1 -►01 .� .� ;� -.+ V V Ln c oo i .4 ry �► 0 1 l9 G r O -� I --• 5. 296 �` w;� ,�v Z 'r o p !1 �. �- . �, � v' F IN. T8. O ! O r 0 20.4' 11 II N I 18.1' 2 cx� p i o �.' ' Y' ,III,A w 11 1.67 r``~ low •`.6�' •�' •� v O '-4%4 # V' I 19 1 1174.9 I oA'& M " `? \ Ni. M f •w� / -- s t w w ti 0 38.9' � G) o 1 Cy168.70, ` °9� 9.5% •o ��� �� ' O ,�, i� 4/1 � g •'` ��O r�V rn `' ••---- '� �192.s -. I o o I �, II 01 •� I .�-T- I o , - �� 4.99 I f01 'O o 1 'c� cr g -LIZ .,-, �,, 1 ,•� � o$'ZL G I 1 x'z;I s: ��•� j w 2 1% MIN. 6 u =�jf) x w o / I c� I 7 g. Sr o. 1 v�• r. - 1r,._. _._.w � ,.r.� 1 1v N �w � 1 � �f "o o �'c. W - •1X � C. � �0 a�►+- �c7. PO jj IN 11 II C �� I 00) N h#.,�142 �,9J I •o r (� bo C' C 7,* ' -- ' �C' o•`s" iii �0 •t + �J l v v I " „ `� I '"'► ..,1 7.5% J' c�•- �, I w N � � Qp �Q . -.. ••a r� 1 � "h � f " �' I ' pj 1� 1 �i � w� �� v, o " �� COD r• O-rlIi •18,°cn' ''1t... .•- I x �, c "t+vO •, "G 1 J C!. o0 a2o sti ICOS !�!1�4' `o° -Av(~+r• cr1 ,�?p oti vU MIN. 0q 1 254 � o(p o � LJ % MIN. O 6 cn© a N r° 163. 93.4 .-n N o 717 Ir © I 1 M - p p n1 'i _ ��2 I o p II !r 18' ► F yA >. -s,• -o• V r7 019D 11�`�� � �� FG• 1 ,, I�C) a po ..,G7 �O Q 4 1x t L•�sLL I 2$ 00. 4 296 0 �� � .�A cD� I• r .� p� -' � f�► p r. - r • • j I _. �-� II u N N ''•�c,z tl ��N J ��� �p I VP CL �► o to 84.4 � _.-• iv - CN � 2� .9' ' r ur t0 w •':` a' ' .o �v 18.8' ,-. . G7 j cn w 18' ....G7 W �cn � f� "YICL .4X I r-~` -a► p !r CJI O J �. -+ Ln ' 1 r "*1 �O a, -- - - 1't c v-Yt Oy I �oJ �S2 I •O.q ?� lS� r�9 S, -- I cp "`' 11 I c• P. F c �s L L �``a O Com ,_ `� W Ii a PIPo . v, ,. p W I o• Ir .� I p• �x : I 20 ' . -4 I J v, u, O J�9 ca 1 2. `, 4x1 -- ►� > 1 0t `-_ � I Jj _ 15 3 10, z 90 ODMIN. _, '9� 1 X MIN. c� r X11 �z 1 � cn11 ��:. .� o F I O 18' 1� MI i �� •s I ,r. 18 00 0. I P. I I yAOF �r O O- Ff .... a I `tea N 27• •-� 12. ;...y1 y��� eIj �i, Z 2 .Ono o I ` r / • . •O ••��• .. , _1 r... . -•- o�-" ""'"� � -- "' c N �� II � �I �+ I I �• N I �� � 2 � Oil Q yV.:-1 79.8 • cD'1-*9, f . i,) N [� cp CTI O--pk 45 IL `�CA z v .-.. .. bo(A1 0N 01 „ 1 Op- o C' 1` � N o CJ� 150.6 1,�G• vw 19� I 1100,,, > -, ua i ` _ 90.44MIN� Qoo cri ; -Z F ( 90.0 ar x MIN. .��I I 1 1LLI ' 101 �T U ` 1 - OF' ooF• i i o p� I �, i•-�O o ;� .o H P2 •z 7. • '; 1 i I -� -�' � o, ^° i I w� Z �J4- icD hs o , 00, r I o , N H c - 2' o r "N �. i!v II II II c " 95.52 srj II I 24, 16 � o 93.72' 1T: o w " Ln .$. r'18 l .��. ...•�1 ` I o �' t Ire- C•' tin v J v' o N • © N N �" Q 6 N C> w �°�' - r Ln N�,, do 18 r i _ kk •, -- I o 18 �-' oD `4 78.5' ( �° ,, -� rn 0 40 . p v 1 11 II iW cr "�" k °J .c �" v I 'n , z P t0 I L(111 1 vT o .�. o �JJ� s s•9x 1 N II 296� 0 � 145.40 -' ---- N' r r9 Lu � . O � ° �• 90.00' FC•2.S ' ��o '� � - v r -rl M-..�. -.s 1 -- ,� '`F�• •- 127.92' Ofw 91f,o `°° I 2 t7>t I �, v 11 I�a• I �$�. �• pal a�� Q 0 I 'c� -..' ��9 �� V' 4 o Cn [� a 10 1 1 ( `fly r p O. 4F' . ,,.1 ``C] o o a �� ti -' L I(0 •O,-I I t .e� i�,I N o I 7` '�? 2° d ri 3.3 , ' '� °� o N I '�' .4x -..I II �N ►w' "O a i 27 I �„ )6 v 11 11 I v .._c)o I o ► ti 8 �' �►► 93.48 ° ,6, r 19.8 11 it "' Q, Nal► :* 18 rn I J ip ' � ► o C3 i-:i o ...a► v 68.3 p N N ! 1 o I I 1 p -+► . '4 Z w •per"r1 2 �, -•� V1 O G' . t0 I / z 1 p•'`.� �O DD .111 1 1 x cr) �, ,, �� N I ,; 18 _ o o N N // 0 15 30 so 90 120 U � � 1 � i '`� Nto II _ �." '� ��"a � � X o cn h co °p o ( o °' i ° J s �+►I 0'Z '� 124.8 -• I v„ IJ 140 �, 0 I co o ,� ., I ° oo SCALE: 1"=30' •s► v I Q 1194. 4 z o -+ �'i .� j a o 6;00 s. o I •� F.L.-G.8. 1191 U J OBD 11 I `'J .4X iO I I f I y o'p I oo cv P H•P' ( rz C' CID �, 29: Ii �- I 18' 10sr , z 74 co MI I `s 1 a' _ I S" c 11 , cn ,+ II II �„� � V V _ _ b a� `r •�'�o Z ��.� " I r �, CO18' o $ o 51De I .� I �o R m a, t I�,G� v 62.2 I u� N ,,.. N -.. ,� N•�(OF ,� �� - ( �+ _ v r- I�l t0 . N V r (,�d o I IV N I v Ciw .�M�� ��•` ' • ! v r.. V Z9 r -rl 0) Z c 4-n I -* �� .�•�� t' 1 k L•L6 I• l d ^+ 't �0�I?' 0 1 ' .r ►.. PSR $►S� ° 9.1% ` -. ..,. -D I o I. 11 6 •o •� 0• F• _ o I N I ! tt+ c� "r1 v -+ y D� 1 13 f' S .. %fly CA O �l W -o •? m I_, 0' F• I 0 -•- 00 9 $� JCF 10..6X -� -+ y VILD N �., Cn i� .r rj p. I ,r , Cn Qp y -+ g FtOvE o ' tires t° z ot s �, cr ..� I C' 134.87'�o' •� ( © CTt V CZt p,PP a any QIAL. TWO WORKING :�+� �. ! v c -� ` r., cn �� �,. I r oo © - \t���°e n°te���a�kov �s °1 II z ;;; j> >iS I �► c0 �!"'1 = o Q' 1% MI MI I •� Rid ko r 1 any ,e- BEFORE DAYS BEFORE C, co , o-n _ �. •s. cry �,. ,aa �o. YOU D I YOU DIG =o °° a w crI z °° ._ a 9, o,� ;� o •s gt. I p to �� pt° � mai W U w �, .�' F F .9 , -}O o N•P' r1 �h8 n 5 a _nEy e �. , r °• 0 11 rpdy�� ran app ta��° nti��cQ '� ca to I 1 -`'- ( - n-Y' 0:; ;� �C 1 `�1an5 of t pn aha 1 .21 •, I P rav a cap � �o •s c�o I • I ,nB p ,est� TOLL FREE 1-800-227--2600 j , a m�' -n�, 2� o� �o _ 19' _ - I -�' II I••�•,• . i9. / p��r�"m A PUBLIC SERVICE BY -, ,;- 1 4 ? 91.32 UNDERGROUND SERVICE ALERT �' z I I g0. ci SEE SHEET 3 SEE SHEET 3 z _ z SEAL-ENGINEER HUNSAKER SBC ASSOCIATES BENCHMARK,' IP NO. 010058 SHEET NO. Q�oF ESS I IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T-27--81 IN CONCRETE COUNTY OF RIVERSIDE do �+►UDDLf FLUSH *0.3 MI. WLY. OF BUTTERFIELD STAGE RD. *12' W. OF w �. �. so F D EMPIRE REGION AN ASPHALT DWY. 45 N. OF C/L RANCHO CALIF. RD. IN AN TRACT N0. 23066-1 4' o 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UTILf1Y POLE #1751190E to N0. 58020 RIVERSIDE CA 92504 (9091352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN ne private engineer*iv �e p� is * for am* Me � � �P• 6��%2 � PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE 4-10 LOTS 6-56, & 96-115 OF 5 S o and acceptability of the hencm. In fhe event of aris V after �►� �- PREPARED BY; county approval or during emsbuction, the a ;neer shad be ale ��, �Ivl` �,• R.C.E. N0. 58 2 FOR W.O. o �"0f � �� MARK BY DATE APPR. DATE � o� 'z /� COUNTY for defen»ining an acceptc>76r►e soluufwon or rel ►ng the plans for approval by REVISIONS c�t-�F p1 SCALE: FILE NO. the wwfy ENGINEER COUNTY PAUL R. DDLESTON, JR. R.C.E.5 020 DATE H: AS SHOWN V: AS SHOWN 0076•-230661 � yJ& / 0.9, 19. ' �`� �_::-_6 �, ESTIMATE OF QUANTITIES N THIS SHEET N y 4 F c9 191 g. �► W�t 1F�. � N0. DESCRIPTION QUANTITY UNIT 33.1, - � ` 1 193.5 GFF 3, W j- a 10 9� 1 LANDSCAPE AREA DRAIN PER DETAIL ON SHEET 2 7.23 - o N, / 4 a9` 119-- .- - 4 EACH cv h' 1192. - -� 2 CURB OUTLET PER DETAIL ON SHEET 2 3 EAC!"I '`�• r �' w- t y F l_�_pO' 11 j F G,B c4 � 4�.Z 3 3" AB.S PIPE 313 LF. 'S � o 4 4" P.C.C. CONCRETE SW�Z •� ��ho� ,ti yc 40 � ALE PER DETAIL DIV SHEET 2 o S.F. c6\ IV, 6.79 20 •. 41 VAL A. o �.tMIN. T• v; ro � ' V .wry � �- . p' .c\ 'oGFF � o o �•��°�9�-� .� map "� • . \ 65 o ,�g2• o o p �1 - .= •- `` �` '� , cti CU �'� -813 (Cyr) '\ 1 191. 4?1 NG. Z / N Z' s/ B• , � a d d J�"9• \ � .� •. aj. w , N �► F � �,� �� • , � .��F r GFF � �° o . Q-1119 � � gam.?• " � "�• C4 sX• �_ .r 16 - 4 O f+ aj f► s p Q .�� c� jig G B 1,�C 1ti p s ~ u 5.7x \ ,ti��' �• -�' ` 15.4° n W •sem _ 92. �- �o W 11gN GFF 0 Doo o�_ _ Al �3"Z IV 11921 6 ,._ 119 �• °o' Q _ 11 067----o "o. H.p , t w FFA � 0 65. �1 go �. w 2 1 192.4 27 - 16 1 N g. 11 g 3"0 QO p 5 / 1tg ° 119 0.1 �, 1$ Z9 W r 1 .� N 0' P 119 5 ��' a °p' ^ $!�� LLJ 6�! 98'1. F�• S" '� 8� O, 1 p.F p.F. fF 5g 65• $� y �► \/ NN F S�! ...00, 1 65� r- ry,�. 1' okw' ��• c • oj o - 119 3 804, a'. g9°� 1-00 G• o z 0 15 / 147.1 '� 1146.8 ` � T61' . Ni � s �1 F�� `•''��. F� 55 ' �z NP s 30 fi0 90 120 1 / 3� �. �•�, )• F.G. r• .wkio M 24.1 �� 4v•�S! � " 1 y ti 669 C� N 16 \ I io . 9 0'• $9 ' �? +!'�'.� �`9� 1169 PRODUCT 55 ti �, l o . p a, �°• �'""'cs�, 1 �. SCALE: 1"=30' 2 g I w,- �` 22.11 a'�T6' 2 ' s �` a .4 1183.6 1����• `� - P- ,11 1 �� .�� a o 5.4• p- 11g,�.10 A' N z 5 1147 • s - •� �_ •1 I �'s �oQ� g 11 �p s� `'•f "�`` �� �z �o, ° o z �� 55 rn �► 6gy2 g�e� . �Ov 1147. d % c �`� 4r 6 ,\ F'�i ` •ca J °0' 6$ L� - "'� ��� '~ •r PRS �� s,,�-- rn y °` w X60 �,. I / ti �y� of• �° GFF 'z�• •�, - S9 1194 o ^ ; 1�P. s o. d � 6• s Q � • `�' %y app�• 1147.1 T � ��0•� �' [ � lrj p S P► a Q �l \ Fh= 4. 1146.1 �►, �9s1� / 115 `''(6�!! `Z'� �h� $o yCj•� N .e. '1/ Ci 5 1 4#T / o o ' 1147.1 -- F L��- �. s• 4' O� cyy s,! 58.14' �, 6 �4•'L 1 AL1 a •t r opv � e 8 145.6 � \ _-_ - � ` � F.G .S !^ O h�h D.F. �F.LNG.B.- ��y ALL / p^ Q �V , ` .i' 47,5°� 2587, 117 �� 118 [.�N,'•� f o O Q' 1 hoc 6• ` t� �V• K .� �� 00 a'S 1�O c,`b 1� '�'�� S'9�- 2 �=ILL: h 'p 1 11 _ o N h� 0 CA Ot �od •. �+. E� ,��h� ,�h Q• ! S9 4.51' 1a� =� p111k °o� Q �h � •o � �\ y h y r 55.3 l� ;y .�' ! \ P V1 L6 �`�` �• '\ �U�� ' / �a lo. y. o E• \ `t'� I 8zC[� `�'� \. 5g �' G� �15� 8 / � _� OaJ� �-� ccoo °y �kti /0♦ $ 1 "r", �p 'q C� {/[ - e �•9 O� cV a+ \`r'`D b �J'. rJ, ,\� C] ,,\�fj �QO ` ` �`lr •['` F"j '��• 0•' cy \< �! `7 �• �, \�� �c, �� ••I'� �� • rs� '�O(_. • �, 43.061ti ,: 9� I�' ` y�NF j �`'S'�� H'� `�6'� \ .CCN l` �w 111 , i�" ` C (� �� CP tet- •� ` P •�Ac• 1 G 8 a. 5 F.G. `r' ��GO• ��` \ \ r .y �' .`'h �' 5p°G-k: ¢ OF el Cal- CL • f �c�ti \ �+ O 00� �\ ��c* :.\ N i 2 •l • ��'y _ ' : ��m�• ` •^- 1174 O.�t r R� v �2 / �� �9� ,� !S'• Op - �,. � � '�• �' N' 4 � $ � \ 9% � f C`' �� QQ. .� �'S• �c �'y ,� - - v / f,M ,A• •esL �'d `�' 2' N .'`�o' -..- 1�Z �, FF v `'' \ Ay r8 \ 8 / �L ��y � r-.., 1164.0 � 167.5 �0 6'� p F�1 � 1 11��18• �° � � � / V 10eL �� r-1 H.P H.P. r N v F $ F�-CN ' ^ ! e �F s .n . 1 C`� PRODUCT 55 1 - .5 110 Q F�''G c' ca5( Fa o f 1 .►- 1 .- cph a FO 7 64•,3 � z •�• o �. 1164 �° z 1167.8 z \ \ • N \ as c ��` �C • / k �- �' C� ��� �.v ►``` -.. FF= 116% v , Q "�' � ►� ti'S o' F• �� o r�•�/ s' . . ---�`FSS ��.• �' '�5,� �y � .�� � 1 � G�0 5 � � ,� � o-y V 8 °- �0• , . / z 1 111 �. v h \ Q 41 � �? a_ � 4 (� � h � � ~7• / °��`` � ` _- PPS 7.8 B• ` �"� �. \ I ` o.s• '� 1 1 S4. p F.L tv 1169 6°�• k. '�j\ � ls� �"� � ry - --•�•� 11 NG•g. \ 4 t-• F�. \ / �, �. �► \ 5 1 3.3 GFF-- F.L.N G.9. F \ / F:I-i, 5 \ o.o' s• �• �.ati 116 1167. �' ---- r 4 1 + \ / e. \ / F D.F. ,5h \ N U / s ,r . 6�! \ L. G --4-- 5' �+► o\ �+�• 13 6 G ,\SFJ•� ! G' TG �7 D 1 B 1 \\ ! • o �� 9 /N Z• \ •� + V G oQ�CLLJ 3.31' �,• 'sj ` .to til h .s 09 11 �. �, �• �` �s+� 1.�r ��• �'-� �. UJ ` s \ '�j• •. ---- *- Oct S!! 9 `!p s f C �" ..w 9' w o F- N -- h1 6 0.4 hQ .�,. �D� ` �'� _ �6 ' �`° 1 �� "a pyo• ,���• y 5 Q'. �'� h C.7 r-� �a ►.� .`�1• • g: � 0 . °°c� -0► � 9 �� L e� 9 � � I Ic 1 � 61. �D 0.9' \ e cv Ld � � . ` .- ~�• Sir / � p� :!0 0 �'! ! •► �. ��� - - . -. � 1 � p -�1�p 5 Ej.2 I LLu vv 1•�'j � oo = .- \ S' \ • � `_' � � � �4 � 41V,�' ��ti � ° 116 F• �� '� r� g5 ` ��5 'IWd 8 �`- 68-57' 66.66 F• :- F �' FF v ..'� ` �O w •' ` ! `� i 1 1153 4 "� / ' �• - 8�^'•7;a/ opi 'FSC G� •Q � �'?�• O� 'b' " Lci Q • �. �\ ._.1 F ,�0 4`��r ����L '--_�1 67 61 67.42' °'• N 1168'4 �1 04 �� 12� �. W w • S+8' L ° F' ��� XD E I^ao %. AF 6 166.1,,,. �' F �+ • .,..,� � o• o- O A fy' � 0• / - -. 1164. 1 S. �r �,, �!� . • v S � � � ° .o� o .i��.e. Fc.Mc.� F• c•s• ti�0 - � 1 0 4 5 •� o � Q N °F ° i 'Fs •3 .>-. GF = FFA 1166.8 n of. �'I 5 •ti SS o �- a 0 F9 �.o F G 4 NG.a. 1 1 11• ��� �, ''-' h• 11 2 e. r" _-- �w °' �° �,� 0 1165.6a 1167. F. 1 �1 0• ,,. 1� � o �D ry o 70' GFF= .P o4 FF ..° 1 '�► o • 9L �. O 4 0 3 of D.F. R °. ' r 110 V. 1-�►a� o' ' S�, 167,.7+ ' S.6' 9.4 0 4ol� 1�4 �,�o v ,�pF z d -- z -- 5.2 o F.00 p- 116 9 , ,•. �' ��� _ "ota�� \ �, 82 15 G s• dy F 2 k ° -- ?'. FF a'• �f` ;� �Q� ��C� 0 � �.�� ' - �r W • Ss! F z1*SZ ss�� .t0�a ooF. P� 1165.6 �` .� �, pv�;t 5g `a�, `� ``' O v�v�C�� ''�°�a`"y y a FF; 1166.1 � `' P 11 fi7.7 °� �N � QQFti at, u�t� ~ n �► o� 8.2 0 �c v / r `i s "\r "•/ '► � ! P O• I •1 FF-- 116 1 F __w �,��E `�� ��ptei��a� �• z 8� 6 02 \ S -q_ r / �► RODUCT 55 �' �' 55 l 1' ' 101 a�` �,�s ` r• 0 S C �� 113 ��. 4 ^ o PRODUCT 55� pia ,°��5 d� •.oto/ _ 409.4 40 -..xl �» �..a_..a a w � PP���p�\�a J'r v a �� �� 1� • ` �� 6 ` %O w6. *64 ya o4b �. C-4 _LLoe `' - . 5 ' F 40-78' �� ♦ �7;, DIAL TWO WORKING ��0 o� 9 / ~ �� OS• ,��, �o�` + �1 z BEFORE DAYS BEFORE01• ' $ �'� ��- I .� / 6 F.+ / •- -� � � YOU DIG YOU DIG01 LL FREE 1 -800-227-2600 ��0► �G `� 11� -_.�.. �� o - ��- O• 9• '� �' J +ri �° A PUBLIC SERVICE BY o . O*1 32 44. 3 /-- 8� / Z�6 C `-. .�-- � �-• `'�. -,1���g. UNDERGROUND SERVICE ALERT "" - �� • 0031 9g �` -� -- '� s' X10 0 F4. 1 ........ �-- V _ 11 ° FF o \s 1 N z_ SEAL--ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO, 010058 SHEET N0. m Q�pF ESS/ IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY O F RIVERSIDE � FLUSH f0.3 MI. YVLY. OF BUTTERFlELD STAGE RD. ±12' W. OF tiuon,.�sEMPIRE REGION AN ASPHALT Dw. t45' N. OF CA RANCHO CALIF. RD. IN AN5 r �I 0 2900 ADAMS STREET, SUITE A 15 UNIMPROVED AREA f2 W. OF UTILCTY POLE #1751190E TRACT No. 2306fi-�-1 N0. 58020 ' m ' RIVERSIDE CA 92504 (9091352-7200 ELEVATION m 1230.5fi N PRECISE GRADING PLAN � The pr*ate engineer s*M fhm pI is rsspans, a for a rng the ar,•curac�► a EXP. a/�c,/o2 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHAS •- - - i° and oc*abrlGfy of the design hereon. k the event of ansing offer �, E 4 10 LOTS 6 5G, & 9� 115 of sHTs. o county approval or during construccfion, the p6de wow shah be responsitde eIV'4 ��� PREPARED BY• FOR R.C.E. N0. 5802 0 for obtem►ining an accepfalble solution or revamp the pons for approval by MARK BY DATE REVISIONS APPR. DATE ,�F of CA101 Lei / 1 SCALE: W.O. COUNTY the county. ENGINEER COUNTY PAUL HUDDLESTON JR. R.C.E.580 H; AS SHOWN V. AS SHOWN 0076--230661 FILE NO. 20 DATE