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HomeMy WebLinkAboutLot 26-30,36-38 Precise Grading .... ,. n .. .s. .. wev sr , . v uw ..wv ,.r, e, •�.. :'w.a r .. •• .. .. .., _ +, •�+"s •s • e.. r w .Twp r^. t , GENERALNOTES 21S 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 33, as amended by Ordinance No. 457. 15 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. 3. During rough grading operations and prior to construction of permanent ' drainage structures, temporary drainage control should be provided to prevent ponding water and damage to adjacent properties. 4. Dust shalt be controlled by watering or other approved methods. SITE 5. No fill shall be placed on existing ground until the ground has been ' cleared of weeds, debris topsoil and other deleterious material. '�•*'r 6. Maximum cut and fill slope = 2:1. • '�. 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 �o v RD Safety Department for cut and fill slopes over 30' in vertical height. a 15 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill Ra slopes over 5' high. r 9. Provide a brow ditch, designed to handle 100yr Q Storm flows along the k � top of cut slopes. I N.T.S. ; 10. Minimum building pad and drainage swale slope shall be = 1% if cut Qr fill 11CINITYMAP is less than 10', 2% if cut or fill is greater than 10'. Drainage swales f shall be a minimum of 0.2' dee and be constructed a minimum of 2' from 1 the top of cut or fill slopes. . 'l 1. "No obstruction of flood plains or natural water courses shall be permitted." • i 12. All existing drainage courses on the project site must continue to function. ' especially during storm conditions. Protective measures and temporary A0MCL___T0NT A R' drainage provisions must be used to protect adjoining properties during CONTRACTOR AGREES THAT H grading operations. E SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY � FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS +' 13. Finish grade shall be sloped away from all exterior walls at not less than \ PS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS 1/2" per foot for a minimum of 3 . 1 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Gut and fill slopes equal to or greater than 3' in vertical height shalt be � J HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, Planted with grass or ground cover to protect the slope from erosion and r REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE instability in accordance with Ordinance No. 457 prior to final grading inspection. � OF THE OWNER OR THE ENGINEER. o 15. EROSION CONTROL: All slopes required to be planted shall be provided F( THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES o with rosea ice plant (or equal) ground cover at 12" on center.. Slopes S � I exceeding 15' in vertical height shall be planted with approved trees T SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. spaced not to exceed 20' on center or shrubs not to exceed 10' or a ( ( TRAC-r NUJ. 2 ' OV� TO THE .,BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 8Q 3'T 38 99 � w ,10 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL o combination or shrubs and trees not to exceed 15' in addition to a grass 41 � PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER mix or ground cover. Slopes exceeding 4' in vertical height shall be provided T�� �/�, �Q��$ 42 � I LINES DR STRUCTURES NOT SHOWN ON THESE PLANS AND / RESPONSIBLE � with an in--ground irrigation system. Slopes equal to or less than 4', may 43 \ S FOR w ;�4 45 48 4 48 49 Sp 51 \ THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. be irrigated by hose bib located at the top or toe of the slope, spaced to � 52 w • make use of a hose no longer than 50' in length. The irrigation system shall be ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE � CHANNEL ST. 53 5 AND ARE T ONLY 2 provided with an appropriate backflow device per U:P.C., Chapter 10. 20 N E 0 BE CONSTRUCTED PER SEPARATE PERMIT. i 54 x 16: All grading shall be done in conformance .with recommendations of the �� g8 v 26 v 21 -- t^ �,,. 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z updated soils engineering report by Geo Soils Inc. dated January 27, 1998. �. 27 ti REPORT ALL DISCREPANCIES TD THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. W R ' Two sets of the final compaction report shall be submitted to the Y 24 0 19 18 17 66 Building and Safety Department which shall include foundation design recom-- 28 �^ 9 80 61 \ Y mendations and certification that grading has been done in conformance with the 31 22 57 58 5 8,2 8g \ 28 recommendations of the site investigation report. 15 18 66 86 w 17. If steep1 in �© 1 12 19 14 sop g terrain occurs upon which fill �s to be placed, �t must be cleared, 2a 8 9 1 1 -. keyed and benched into firm natural soil for full support. Preparation shall be 5 8 7 approved by a suitably qualified and registered professional prior to placement 9 4 k of fill material. 1 � 18 19 20 21 � 23 15 16 �' 24 N Q"68REVIA V ON & SYMB LS 18•. All grading shall be done under the supervision of a competent soils � ,�_,,,. � 14 �-- 10Q -..�• EXIST. NT engineer who shall certify that all fill has been properly placed and who 12 1S TIC. TOP OF CURB CONTOUR C° shall submit a final compaction report for all fills over 1' deep. 5 6 �, 6 9 10 11 F.L. FLOWLINE ELEV. "'�-1 CD-�_ PROP. CONTOUR © ' t 2 4 T.G. TOP OF GRATE - -- PROPERTY LINE' L 19. Final compaction report will be required for all fills greater that 1'. � 35 34 � 31 G.B. GRADE BREAK _ DAYLIGHT IN � 94 30 28 LINE w 20. A suitable qualified and registered professional shall submit to the 82 93 ABBEY ROAD S1 50 Y 28 27 F G. FINISH GRADE SHEET FLOW RATE w AI • R.G. ROUGH GRADE - ----� GRADED SWALE Q Building and Safety Department written certification of completion of � T�AG7 JYd. sp g1 v 49 ,,,� F.S. FINISH SURFACE --�y--�--- CENTERLINE rough grading in accordance with the approved grading plan prior to � Q1 dp 52 requesting inspection and issuance of the building permit. Certification 23067.4 � LIU 89 71 ?0 c� 63 % 38 99 40 41 42 INV. INVERT OF DRAIN °° Q SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. -�� 8 \ 72 68 59, 0�, 48 43 44 � P. PAD ELEVATION FLOWLINE 21, A suitably qualified and registered professional shall submit certification � 74 �►73 e4 S8 54 47 F.F. FINISH FLOOR ELEV. �"'~ ..�I SUBDRAIN of buildin ad elevation. Where specific elevations are required, the 00 75 55 45 G.F,F. GARAGE FINISH FLOOR _ _ , ,w.. _ AREA DRAIN rn elevation g(wiith respect to mean sea level) shall be given. If an elevation �� 84 78 65 57 46 B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE :. * :: f DE OF SLOPE with respect to adjacent ground surface is required, the actual distance 77 E V.C. END VERTICAL CURVE • F T above the adjacent ground shall be given. 78 \ ' )r-?AC'� W. 230V 4 P.I. POINT OF INTERSECTION RETAINING WALL lop- 91 `� E.P. EDGE OF PAVEMENT FIRE HYDRANT Q 22. A suitably qualified and registered professional shall submit to the00 30 a Building and Safety Department written certification of completion of - T.W. TOP OF WALL ELEV. �0 STREET LIGHT W final grading in accordance with the approved pians for all grading '� 81 zff ... •.. T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL a_ designated as "engineered grading". C 9.2 � 0.F. DEEPEN FOOTING o y DEEPENED FOOTING r �,S L. LENGTH ° F n ° F WA TER METER 23. The contractor shall notify the District Building and Safety Department �� O� 34 7 �' DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION 25 SS ON at least 24 hours in advance requesting finish lot grade and drainage 3B N.TS. NOT TO SCALE DEPTH ' ' 3 0.x. OF REO"D OVER EXCA VA TION inspection. This inspection must be approved prior to building permit P.U.E. PUBLIC UTILITY EASEMENT final inspection for each lot. 21 22 \39 36 00 24. Contractor shall notify Underground Service Alert, two days before you 1819 40 \ dig at 1 --800-422--4133. 1 41 -� > > COUNTY of RIVERSIDg , • . 1 1 � � �- EPARTMfNT Qp i 1 12 13 v�• .�^""� R / RV ®UILD1No � SAI ' 10 `,O`1'1 �' 48 47 � - '� AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: A PPRP ` 9 :5 49 EARTHWORK ESTIMATE � Underground Service Alert 7 �,o� \ 51 5 - ,�^ ROBERT J. LUNG & ASSOCIATES B 52 \ � ;� 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) �+�0hwal -3/99 Call: TOLL FREEth... '� p.p , Wror. er c rtstr- - Tustin, Co.C4. 92780 1 rid #^'1YN of ` � ;ql ,,•. bs r perMtlt '�� rolatlon "' U 5 - �, (714) 832-2077 TOTAL CUT....................400 C.Y. IP ����,� T �,:.n>Or�.�rC � a ° ,y . - ' � a 4q�}do 1h4 111 h"0 CtSi+t�l�A�i�n( 57 1-�oa - - 4 59 i .�000 - TOTAL FILL....................400 C.Y. 2 3 NOTE 7=-2600 B1 1 / „SAILS FAQINM:,,,,, THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL. VOLUME'S z OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING : CENTEX HOMES PETRA GEOTECHNICAL, INC. PURPOSES ONLY, THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES of 2280 Wardlow Drive, Suito 150 7620 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG � 0 100 .200 400 � 600 $00 Temecula, Co. 92590 Corona, Ca. 91720 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING "CAUTION": Remember that the USA Center (909) 279-4000 (909) 699--6193 CONSTRUCTION MAY VARY. <) notifies only those utilities belonging. to the center. There could be other ulities SCALE: 1"=200' `�`� ci presen at the work site. The center will z inform you of whom they will notify. -� 1 , z 7m -LEGALiO RECOMMENDED FOR SEAL SEAL APPROVAL 111 APPROVED BY DATE HUNS,AKER & ASSOCIATES �� SHEET NO. p�FESS, UNTY OF RIVERSIDE. PARCEL 12 OF PARCEL MAP 24387, AS RECORDED IN MAP or Ess i � qY � BOOK 164 PACES 5 THROUGH 20 INCLUSIVE OF MAPS o Q� AX o � ��� s� F �TATM DWI. � CIMO Y cx, :w'�°y � IRVINE, INC TRACT 23067-3' � an d NOS (0 o R ECORDS OF RIVERSIDE COUNTY, CALIFORNiA �� '� yc �v, �., y s� KHALED A. oTHMAN :� pr EMPIRE REGION N x R.C.E. NO, 33950 6 30 02 U&Mnor a �. 2900 ADAMS STREET, SUITE A-15 MODEL SITE N4. 33950 fes. a�2o M �" ^' RIVERSIDE CA 92504 19091352-7200 01= SHTS `�' e eng neer signing these plans responst for assu ng the accurocy DATE '� '• 6/x/02 ,a a'' P PREPA PA E D Y DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS26-3036-38 a and aceaptca�ity of the design heroon. M the event of discreponefes arising after r r FILE No. county approval or during consGvction, the private engineer ahap be rrospor►ar7�ls DA BY MARK APP . CHECKED BY ,r Clvr` ��` �Iv�� •�� SCALE 1"=200' A � MW St� RN. 00• �. T-27-41 M VE PRECISE GRADING PLAN o for determining an acceptable solution or revisi the ns for l b ENGINEER F a� �F� e�►r.�F BENCH MARK MM t0.3 W. �Y• eF �D SUE W *Ir W. OF y I N OUNTY DATE CAS PAUL HUDDLESTON JR. m ,tet mY. t� O. of c �q �. gyp, r+ m tho PRECISE GRADING PLAN TRACT NO 2306 7 3 MODEL SITE LOTS 26 30 & 36 county. DESIGNED BY DRA BY CH KED BY 58020 E(p• ©ATE S 30 02 DATE NOV. 1998 �n� 12M� W. or uimr POLE /t>51t9aE FOR CENTEX HOMES W.O. R.C.E.. NO. - / / 0919--230573 - .- Ofd ' -e �iC � 4 � 7 r.. MIMI ESTIMATE OF QUANTITIES i NO. DESCRIPTION QUANTITY uNI ,.: A L4M=Al*E AREA DiRW BIER DETAIL HERM 0 ZACH B CURB t?i/TLET PER DETWL Hij WWW. 0 EACH T.G. ELEV. 1'--0" ��`© TUFF GRATE LOT NO. C .r A.B.S PPE B LF. 2 r D L10rkSMtXT RErMW IML.[ PW NV. Ca FORM �4--t97 AEV 10/g4 240 LF (� PLAN N.D.S.'sav�ovEo t ��� 1 'v F. P.L. E CMMRUCT WTAMW 04U W/M M AM.1E AMM PER WANE HOMW 277 L.F. 5' MIN. CRATE H(XISNVI 15' TYP. (10' MIN) I TOP/TOE 0F REDL CER OR APPROVED EQUALt 22f 3' MIN. F.L 1' SLOPE SHOWN PIPE RISER PLASTIC TEE' �(� �C� ON PLAN 5' MIN, 1�4 ua ... z z No7F: FM SWOtNO 2 5 F.F. ELEV. F.L.FLz -� 3' MIN. _ A.B.S. TO P.V.C., K . _._ CONTRACTOR To PAD ELEV. PIPE SIZE pw. ELEY. USE WaD-ON 194 PER PLAN (� p�) SOLVENT OR EQUAL. m 2RMIN. A B - *2:1 MAX.* PAD ° 6"MIN. • LANDSCAPE AREA DRAIN DETAIL ��' ��, ELEV. 6-MIN. 2"'Mqk ���,• ,:,} � A 6 MIN. NOT TO SCALE G.F.F ELEV, B.S.L. 12-MIN.,) ` -,.,_ \ 4Y.MINN20%MAX for 3 then 2%Min^�20%MAX. N � 1 2"MIN. • IK EXCEPT BERMS LESS THAN 1 HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 r SECTION „A A„ e CU FACE,.. * SIDEWALK �G• DIRECTION OF FLOW PER IMPROVEMENT PLANS PER GRADING PLAN CONTRACTOR TO PROVIDE CONSTRUCTION 1' TYPICAL L O T FINISH GRADING JOINT IN SIDEWALK O CENTE U E 0 Rip "OPEN GRATE" TYPE CAP OVER , PIPE T T ACT AS BUBBLER I TOP of TEE o N.T.S. 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) ' DRILLED IN CURB I SET INVERT OF PIPE I �`� " 1. SWALES TO BE CUT IN AT 176 MIN. 5' MIN. P.L. 5' MIN. 1/2"' ABOVE FL. GUTTER C 3 A.B.S. AT ROUGH GRADE AND PRIOR TO " B" P V.C. 90r TEE BUILDING CONSTRUCTION. F.L. 1 F L. . C 3 A.B.S. w 3 MIN. 3 MIN. w (FOR CLEANOUT) B" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE EXTRA DEPTH 6 6 CATCH BASIN & PIPE , OR OTHER OF FOOTING TO SIMILAR AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN STOOP E DEVICE Is o BE DIMENSIONED " { NOT T FIREPLACE OR PORTION OF m ON PLANS I LESSOR m _ 0 SCALE THE BUILDING EXTENDS WITHIN I MINIMUM ESTABLISHED DRAINAGE PAD 6 IN. � I SETBACKS. EL ° 2%MIN. PAD 6"MIN. _ *2:1 MAX.* 3. SEE STD, PLAN 101 FOR 12-MIN. �� 6"MIN. ELEV. " DRIVEWAY APPROACHES. 12 MIN. 2RMIN. � p 2:1 MAX 4%MINN20%MAX for 3' �1 1 then 2%Min-20%MAX. * EXCEPT BERMS LESS THAN 1' HIGH R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 N IN-GROUND R c�A�uEHouNSI mac. Lh XSECTION ��B � �(WATER METE ) E PAD FLOWLINE SWALE 1% MIN. 0 BE INSTALLED FLUSH TO ALLOW UN-OBSTRUCTED DRAINAGE1/4"PER 1'1X2% °- x SOD (IF USED) SHALL BE INSTALLED CU FLUSH WITH SWALE TO ALLOW h x c . UP TO 5' 1' UN-OBSTRUCTED DRAINAGE FIG. NO. 2 P.L. � MORE THAN 5 h/2(MAX 5') 3 NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W CAL -SOD 1' AUTMIMDETAILF.L. NTS 15' TYP, w 1. SECTION "A-A" APPLIES WHEN THE # Z # DIFFERENCE IN PAD ELEVATIONS SEE NOTE 4 10 MIN. EXCEEDS 1.0'. 1 HEREON a p 2. SECTION "B-B" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS IS TOP OF SLOPE 5 PADS C) 1.0' OR LESS, & THS EXTRA DEPTH 1 OF FOOTING IS SHOWN ON THE SHOWN ON 2 MAX, ELEV. 6"MIN.- " w V Q0 GRADING & STRUCTURAL PLANS. PLAN MIN,' 6 w _ NTS p 3. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE `12"MIN. �UMN OF RIVERSIDE '� uwi PLANTER AREA TO SLOPE AWAY , FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN 2'6MINr DEPARTMENT OF w OF 2%. PLANTS AND SHRUBS SHALL 5' FROM BLDG. LINE. 2D�MAX. BUILDING d� BE PLACED SUCH THAT THEY DO » ,� APPROVED 3 elek- Q N T tMPEAD THE FLOW OF DRAINAGE 4, PROVIDE 5 WIDE BY 1 HIGH BERM S E C T I O h I r _,w � Z O OR EQUIVALENT ALONG THE TOP OF SECTION I V l� AWAY FROM THE FOUNDATION �` ALL FILL SLOPES OVER 5' HIGH. vllwo er DATE o FINISH FLOOR TYPICAL R EARYAR D GRADING Approval of these pion* shell not be con#trued to b# 2% PROPOSED WALKWAY # permit fow, or an approval of, any vietstlon o a�tty PAD � rf the prtwlslons of the state or county laws. TFIi# set of ptaM must be kept on the job until COMM~ 10' c.O WIROUND P ���' xT2 Q w 2% '� CL n PLAN 3 �, " r---___, Y r-------, -- ;�, 2794E W � r- - - PLAIT 2 < PLAN i � P=oo.o � a FP2 N 2 PIAN 4 2090E. .� 2648L FF=00.50 2301L 41, PLAN 3 3354E P=00.0 ,� P=00.0 r P-00.0 0 3 MN. 2973L t P=00.0 FF=00.50 FF=00.50 40 UBCALELEVATION 1 EE N �- �00.50 50P=00.0 FF=00.50 -PLAN iS'I�AIN.,. , 5'MIN. FF=00.50 �. 5'MIN. I 5'MIN. , 5'MIN. 5'NW,P F R +�'50 5'MII�I. GFF- I GFF= -- � �NTS 5•� ------, r-- GFF= --I _ _Z - I 1 MIN. 40 = GFF= 89 �1 �- - _ 1 r- - n r - X 11 FF-- o FF= ;. FF= GFF= GFF= GFF� 100.50 5 Mme' N 100.50 1 100.50 1 , J Underground Service Alert TOP OF SLOPE SEE DETAIL ON SHEET 2 FOR IN-GROUND PLANTER AREAS(TYPICAL) Call: TOLL FREE _ - - I% 11111111111111800 , H 2301 SQ.FT. 2814 SOFT. 2973 SOFT. 3354 SO.". 2090 SQ.FT. 2648 SQ.FT. 2794 SQ.FT. H 3 BUT NEED NOT 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY 2271111111111112600 TOE OF SLOPE EXCEED 40' MAX. 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 2-3 CAR GARAGE 2-3 CAR GARAGE 2-3 CAR GARAGE 1 _ TWO WORKING DAYS BEFORE YOU DIG REDHAWK 116 REDHAWK . "CAUTION" Remember that the USA Center SETBACK FROM- DECENDING SLQPE TYPICAL HOUSE TYPES notifies only those utilities belongin to NTS the center. There could be other uTilities will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS �� ' present at the work site. The center wl Inform you of whom they will notify. LI CD RECOMMENDED FOR SEAL SEAL APPROVED BY DATE " . . C TES COUNTY O F RIVERSIDE SHS NO. APPROVAL .� HUNSAKER & ASSO IA , �p'ESS I Q�tyF ESS l f '.` IRVINE INC TRACT NO. 23067-3, 2 A. or +� o �. Hof ���IN Nom.. �IN.,� EMPIRE REGION Q K�.E° A. o MODEL SITE v 2900 ADAMS STREET, SUITE A-15 6 3D o2 ,r R.C.E. N0. 33930 y - NO. 58420 ''' RIVERSIDE CA 92504 1909)352-7200 �,,,,, OF 3 SH'TS DNp. 6/30 02 a/3o�o X PREPA ED BY DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT1 RELATIONS LOTS 25 30 � co U The privvte engineer signing these plana is ►baponaibb for assuring the accuracy DA �. �, FILE N0. and tab�l of #lee n In thrr evert of ncira arlsi after H �► -� PRECISE GRADING PLAN acceP nY �9 hq von n9 CHECKED K E D BY 7 ,�, 7r C I V 11. ` � SCALE AS NOTED A tt� t 3 V&Y. O Fay. co. jute. T-K R w aoNcr+OF o coon approval or du caoreatruction, Chs prevate engineer aholl be rdaponaible p► BY MA K APPR. tf. CIV 1 F Fo BENCH MARK ►+ �, IIrt.Y, of sr t:n. tiz' W. OF OF CA4tf CO- CAL PAUL . HUDDLESTON JR. M m w.r MY. f� M. O CA mcm GAUR M. N 0w FOR W.O. }, for determining on occeptaWo solution or reviarng the plan for appr*vW b�► ENGINEER N NTY DATE DATE u� AM *r W. of t� i17w igen the coon DESIGNED BY BY CH CKED BY R.C.E. NO. 58020 EXP. DATE 6 30 02 JUNE 1999 ar#Mm - 12J0,Si CENTEX HOMES 0919-'13067-3 r. fr +•x x �t. Yn ,n. H s. .. • 1 1 I ESTIMA TE OF QUANTITIES NO, DESCRIPTION QUANTITY UNIT A LAAIMf.40E AREA MW PER DETAIL WWOR v EACH B CURB OUnff PER XrAk HEREM. 0 CAM C 3- ARS. PPEa LF.., • D Gt7rV5M(XT&TAMM NNLL PSR AW Oa FM X4-1977 REI! 10M 240 LF. E COA57RWr RE711MW NWL wIVM FOXE AWW PER DM HOOK 277 c..r- i i 1N 1 sw �_ 1 a 120. 19 w Ln 30 31 \. =1221 •© �. 10 2:1 �1 I WI 15 ' �„� r__- 1_40i 1� - ' H.P. ► �' �g 23•, r Y \ r 2 (� �- F 1 °' F as I � �- �1223� -r,\ -- - LO ap �z�rL9 �1't PLAN ° o I p FF- '" C � ` 1 � G F o 2301L 2814E I I E f o o P= 12 �30.2 I. plm 1226.5 ;� 30.70 I Ff 1227.0 00 �" f `� • I D _ FF= 12 , v • 79 LF. 2444 N , s of 2% a+: I 25 1730 G P 2 1� 0 i TC CN C tk • �`�' LSF �� F 29 8 .� �- 53LLI . �Z29 37.40 •Q� 6� �C 0 ��G .� ��:0_ 185 - © ,_. ,-- i .moo,5o10I T4 Jr '37"E �- AV EN U E ?� N40@36 800 00 ,, x, r� _ 31.06 .24' �4 R ONGFEL •2s 52. .45 ca / , 5I 48. 36.8 12.82 IP .a 1 \, A W70.4 .5nv 21.81 Z8.19r t 1229.5 40 4.10 7 ` ' 122 •& - , 1 � ' � I � `` o�.L •4• 4� GFS- r l V- 0�_ 1225• * 122 ° ir.7 I •o � � 3.3 70LF o .� o�. - - P=122 0 231.00 aL < o ,"5 027.5 U-1 0 a�. .. p 12 .� 25.2 �• �=1228 � p�1225,70 GFF= � O 349 1230.50 i o� COUNTS 4F RIVERSIDE © 1 0.0 � o• 1233.5 o.F 1 �.P• DEPARTMENT OF ` P PLAN . _ o �~ RU i L D I N G & SAFETY 290R� p �"h N APPROVED 0--� P- 1230.5`' a '. �ryry�• --`��� . � LF FFA 1231.00 1 `'�- 361 REVIEWEb 8Y� 1 '�� DAT 3753. 9Approval of these plans shall not be construed to be J r a permit for, or an approval of, ar►v vlolation of any ` O of the Provisions of the State or county laws. trite NI `rte 2:1 get of plans must be kept on the Job until completion. y K � 38I 54.410 4•41 Underground Service Alert - . . _ . . . lam. 10 �9. 45.35 w Call: TOLL FREE � �` `�° "� _=Z 0 15 30 60 90 120 22711111111111111111112600 SCALE. 1"=30' TWO WORKING DAYS BEFORE YOU DIG "CAUTION Remember that the USA Center notifies only those utilities belongin to the center, There could be other Jilities o W present at the work site. The center will -; Inform you of whom they will notify. . � Fn RECOMMENDED FOR APPROVAL SEAL cou�mr SEAL .i APPROVED BY DATESHEET NO. T,' i HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE�,OFEss Q1EssI' IRVINE, INC o OL ory wv �, fs+ � �wsPORrAYIM OE.. � � TRACT NO. 230S7 3 �� y �, oy ,� KHa�n A. 0TH 3 '3950 s 30 oz ,� EMPIRE REGION3 N h R.C.E. NO. 1.;, h 2900 ADAMS STREET, SUITE A-,5 MODEL SITE + NO. 33950 - N0. 513o2Q ' w W EV 6/30/02 ,., RIVERSIDE CA 92504 (909)352-7200 OF 3 SHTS The PrAaft engineer signing these plans is rssponI for assuring the accuracy DA a D(P 6/30/02 Xl d .-v. PREPAR DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 26-30 & 36-38 0 and occaptabllfty of the design hereon. In the eHsrrt of telae orfring offer CHECKED BY ,� ; `� PRECISE GRADING PLAN FILE NO. county approval or during construction, the prti+,vte engineer ahalf/ be rlssponakiie DAT Y MARK APPR. �rF C/V 11.. �'� r�. IV 1t F SCALE AS NOTED BWSSol�c Sr d lay. oa a lt. t-rr•-et tw oo � a for determin on acceptable solution or rov F CAL% BENCH MARK nM ta3 lL KY. � Sr>X Ra *,r N. OF 7^9 ^9 the plane for appr�avw! by ENGINEER I N N DATE °� eA�+ PAUL HUDDLE ON JR. timet Dwr. N. of e lalraa cxF. rm. N F u�onM A► *r rr. OF u lim � ,hrs„� OR CENTEX HOMES W.0' �++ ��► DESIGNED BY DAWN 8Y CH CK D BY R.C.E. N0. 5802+D EXP. DATE ,,, 6L3% DATE JUNE a,�,,,TIM _ tM•� 0919--23067-3