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HomeMy WebLinkAboutLot 44-55 Precise Grading ES TIMA TE OF QUAN Tr TIES GENERAL NOTES NO, DESCRIPTION QUANTITY UNIT PRECISE DING PLA 1 UWaSCAPE AREA DRUM PER DETUL HEREON, o ZACH 1. All grading shall conform to the Uniform Building, Code, Appendix Chic,ter 2 CURB OUW PER WWL HEREON. o EACH GRA 33, as amended by Ordinance No. 457. 215 3 J- A.A.B.S. PAPE o 4F 4 2. All property corners shall be clearly delineated in the field prior to 4" P.C.C. CONCRETE' S'Wr1LE PER DETAIL ON SHEE7"2 90 Sr commencement of any construction of any construction/grading. 15 23066 ""'�'"' 79 TRA CT N0,v , 3 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. ED NOTICE-IQCONT • 4. Dust shall be controlled by watering or other approved methods. PHASE 2 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 5. No fill shall be placed on existing ground until the ground has been FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS cleared of weeds, debris topsoil and other deleterious material. 79 •••� 55 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS 0 TS 44 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND fi. Maximum cut and fill slope 2:1. �° HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, 7. Stability calculations with factor of safetyof at least one and five �° Pss REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCEF W N H tenth (1 Q PARK PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SO NEGLIGENCE WORK 0 THIS ( .5) shall be submitted by a Soils Engineer to the Building and -� RE �c � �� T���T I�l�J, ,���?'3-�� OF THE OWNER OR THE ENGINEER. LE Safety Department for cut and fill slopes over 30' in vertical height. �� 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill RD THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES slopes over 5 high. c wAwx °qo ••�. •� �- SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 1 Rio ( s TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the � THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER SITE top of cut slopes. -TRACT No, 23173-1 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR fir"'} 10. Minimum building pad and drainage swale slope shall� be � 190 if cut or fill �+ ��� _ is less than 10 2 if cut or fill is greater than 10 . Drainage sw , ales ��`��Nt�T� � P OR STRUCTURES. -� THE PROTECTION OF OR ANY DAMAGE TO THESE LINES shall be a minimum of 0.2' deep and be constructed a minimum of 2' from N.T.S. _ ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY _ AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. the top of cut or fill slopes. '� 11. "No obstruction of flood plains or natural water courses shall be permitted." CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL1 30 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 12. All existing drainage courses on the project site must continue to function, �_ 110 especially during storm conditions. Protective measures and temporary130 109 1 1 1 drainage provisions must be used to protect adjoining properties during grading operations. 112 / 108 113 _ 13. Finish grade shall be sloped away from all exterior walls at not less than 1 1 4 _ 1/27 per foot for a minimum of 3'. 115 116 1 17 1 18 � 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be 1 07 r(/CG, 119 planted with grass or round cover to protect the slope from erosion and l A instabilityin accordance with Ordinance No. 457 prior to final grading inspection. 66 73 74 � q S P g g P 65 ' s,' r�' fr 120 I 75 106 105 121 � 15. EROSION CONTROL: All slopes required to be planted shall be provided 72 104 with rosea ice plant (or equal) ground cover at 12" on center. Slopes 103 122 -� exceeding 15' in vertical height shall be planted with approved trees 64 / 7683 84 102 - spaced not to exceed 20' on center or shrubs not to exceed 10', or a 101 100 23 combination or shrubs and trees not to exceed 15' in addition to a grassA�iO 77 85 124 C° mix or ground cover. Slopes exceeding 4' in vertical height shall be provided 71 r ,Q 82 withian in--ground irrigation system. Slopes equal to or less than 4', may 63v 78 92 99 16 125 N be irrigated by hose bib located at the top or toe of the slope, spaced to 70 �, 3 1 26 N make use of a hose no longer than 50' in length. The irrigation system shall be �,Q 79 v '� 27 a rovided with an appropriate backflow device per U.P.C. Chapter 10. 62 F 1 w 98 12$ PP P OG' Fj• $o 86 91 .J 17 �, 129 .� 6 9 v c, 15 UCC 16. All grading shall be done in conformance with recommendations of the 61 updated •I 81 �' ac 94 9 7 sots engineering report by Geo Soils Inc. dated January 27, 1998. vc� A. �� 87 1 8 n-ST,� SJR w 90 F Two sets of the final compaction report shall be submitted to the 60 �j► 68 � �� � 14 �r C Building and Safety Department which shall include foundation design recom- v, mendations and certification that grading has been done in conformance with the �� `�� '-- 96 19 � 6 0 recommendations of the site investigation report. 59 39 88 89 95 13 01 1-1 P� 20 7 5 17, If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, U keyed and benched into firm natural soil for full support. Preparation shall be 58 �' ��` 40 STREET � `- N approved by. a suitably qualified and registered professional prior to placement PA CS/ 1 """"'� """' 38 t� POPPY 12 of fill material. v1 pRNAtE �� $ 4 F.JV 24387' t� 21 41 �� 7",T 18. All grading shall be done under the supervision of a competent soils p �, 1 ' � -� � 37 V engineer who shall certify that all fill has been properly placed and who 42 4 32 23 22 1 1 9 3 N shall submit a final compaction report for all fills over 1 deep. 56 31 30 29 2$ 27 26 25 24 1 43 10 19. Final compaction report will be required for all fills greater that 1'. 55 36 33 2 AV UJ 20. A suitable qualified and registered professional shall submit to the � Cn Building and Safety Department written certification of completion of 34 1 of 35 rough grading in accordance with the approvedgrading ,plan prior to 54 44 A., w requesting inspection and issuance of the building permit. Certification 'CO)53 45 Q shall include line, grade, elevation and location of cut/fill slopes. PARC9L 1 � o . . �- .P��l -� 21. A suitably qualified and registered professional shall submit certification .����T t� N of buildin pad elevation. Where specific elevations are required, the P AXB. -16415-20 52 elevation with respect to mean sea level) shall be given. If an elevation w 46 N with respect to adjacent ground surface is required, the actual distanceLO ERS,O� above the adjacent ground shall be given. of RN a A 51 w Vq�y �o ���N-� 01 �.r,{ 22. suitably qualified and registered professional shall submit to the 47 f �WF O��PR �sP � 1 Lid Building and Safety Department written certification of completion of qTE' 5U\\-D� vSD to final grading in accordance with the approved plans for all grading 50 to C„ /�/� Pp�4 gt��t ot 0- designated as "engineered grading". J P �v�1~o15'` ��notba �pr0101 of UJ z 48 LEGAL OESCRIPTION: ���, p,��,g�, any' Ws.� ri 23. •� va`�.th pprova or G°un y �p�et w The contractor shall notify the District Building and Safety Department Ppp�a r pr an L,tate \)n%co at least 24 hours in advance requesting finish lot rade and drainage CD LOTS 44 THROUGH 55, INCLUSIVE, OF TRACT NO. 23066-3, AS aCr,,ttlo ne of the the foo Q 49 FILED IN BOOK 315, PAGES 85 THROUGH 90, INLCUSIVE, the p e Ke,P inspection. This inspection must be approved prior to building permit p r\sM '°' �pn w p1a O final inspection for each lot. - OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA = 24. Contractor shall notify Underground Service Alert, two days before youOLA 99REv z dig at 1 --800---422--4133. T.C. TOP OF CURB 104 - EXIST, CONTOUR Of � EARTHWORK ESTIMATE F.L. FLOWLINE ELEV, ---100--�_ PROP, CONTOUR � T.G, TDP OF GRA TE PROPER T Y L INE Q �� GB, GRADE BREAK �� DAYLIGHT LINE o WP9QRAPH1C_._ SURVEY , R -i -- �-�- - -�--� �-- --- �, EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) F-G, FINISH GRADE 2X � SHEET FLOW RATE o AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: `ZR,G. ROUGH GRADE -- GRADED S WAL E T_yS, FINISH SURFACE CENTERLINE ROBERT J. LUNG & ASSOCIATES TOTAL CUT....................6 00 C.Y.C.Y. o - 2832 Walnut Avenue, Suite E TOTAL FILL....................600 C.Y. INV. INVERT OF DRAIN _ . ti°�� - SWALE HIGH POINT Tustin, Co. 92780 NOTE : P. PAD ELEVATION FLOWLINE w (714) 832--2077 F.F, FINISH FLOOR ELEV, SUBDRAIN _J c� THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES G.F.F. GARAGE FINISH FLOOR AREA DRAIN OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING B V C BEGIN VERTICAL CURVE "'" TOP OF SLOPE • PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES E.V.C. END VERTICAL CURVE TOE OF SLOPE FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON P,I. POINT OF INTERSECTION RETAINING WALL WNER: I ENGINEER.* FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING o D IAL TWO WORKING PETRA GEOTECHNICAL, INC. CONSTRUCTION MAY VARY. E.P. EDGE OF PAVEMENT FIRE H YDRAN T z �o � BEFORE DAYS BEFORE RICHMOND AMERICAN HOMES 7620 Commerce Center Drive, Suite 103 T W. TOP OF WALL ELEV. 2 STREET LIGHT Y 0 U DIG YOU DIG 104 WEST GRAND AVENUE, SUITE A TIF, TOP 17F FOOTING ELEV, SOUND OR SCREEN WALL Temecula, Co. 92590 DEEPEN FOOTING DEEPENED FOOTING ESCONDlDO, CALIFORNIA 92025 0 50 100 200 300 400 D.F. , TOLL FREE 1 -500-227-260D (760)745--1605 (909) 699-6193 L, LENGTH n�F v ��� WATER METER '4 DW Y, DRI VE WA Y CA TCH BASIN & LOCAL DEPRESSION A SCALE= 1 =100 UNDERGROUND SERVICE ALERT 3- D,X �- A PUBLIC SERVICE " ' N.T,S, NOT TO SCALE DEPTH OF REO"D OVER EXCAVATION \0 , P,U,E. PUBLIC UTILITY EASEMENT o SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO, 010060 SHEET No. m 6r'# pFESSZ ' . IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY V Q� a r�':f'r�r OF RIVERSIDE �tt30D(f FLUSH 10.3 MI. WLY. OF BUTTERFIEL.D STAGE RD. ±12 W. OF �. sro �ti 4;� INLAND EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN TRACT N0. 23066--1 ry c� ti 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UT1UTY POLE #1751190E o N0, 58020 RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN N �. The private ergneer sign ng these plans is responsible for assuring the accumcy W EXP. 6/30/Oe PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS i and Obi!' of the hereon. In the event of dr' !�°` PHASE 2 LOTS 44--55 OF 3 SMTS. co accept qty design scmMncies arising after �+ PREPARED tip' R.C.E. NO. 58 20 0 county approval or during consMxbm, the private engineer shall be respons&e MARK BY DATE APPR. DATE l �. ctvi�- �� Z FOR W.O. COUNTY O for determin an table solution or rem* the ns for val �. SFO n9 �P m9' pP►o REVISIONS cA►- SCALE. FILE N0. o the county. ENGINEER COUNTY PAUL HUDDLESTON, JR. R.C.E. 8020 DATE H: AS SHOWN V: AS SHOWN 0919--23066 T.G. ELEV. 8" SPEED-D-BASIN LOT NO. PLAN N.D.S. No. 20 (GREEN) (SEE � OR APPROVED EQUAL Al F. P.L. 12' TYP. (10' MIN.) 5 MIN. 8" A.B.S. PIPE RISER 3' MIN. F.L. 1, TOP/TOE OF !elkC F� ON PLANHOWN 6"X3"X3" TEE OR 6"X3" ELBOW AS REQUND �}• Q 5' MIN. y Z M z F.L. 3" AB.S. IPE NOTE.• F'OR BINDING F.F. ELEV. J 3' MIN. J ,� A.B.S. TO P.V.C., CONTRACTOR TO PAD ELEV, n INV. ELEV. USE WELD-ON 194 (SEE PLAN) SOLVENT OR EQUAL. A B m *2 MAX.* m PAD ° 6"MIN. ELEV. \ " 2'7 PAD L.�4NDSCAPE AREA DRAIN DETAIL �y IYF.F 6MIN. MqELEV. ,6"MIN. A P.L. ELEV. B.S.L. 12"MIN. 1 --�� 3 MIN. �� 4%MIN-20%MAX for 3 F.L. x then 2%Min-20%MAX. 2' MIN. V 1' ? 12"MIN. x * EXCEPT BERMS LESS THAN 1' HIGH z FIREPLACE x\0MAY BE CONSTRUCTED AT 1 1/2 TO 1 D a N. SECTION 19 A - A" � *� MAX.* PAVED DRAINAGE SWALE CU FACE* ° N'SIDEWALK v m �G' DIRECTION OF FLOW �G. DAD 6"MIN. YG.�F.F. ELEV. CURB ELEV. \�\� ?'� M qk 3. DRILLED NCURB TYPICAL LOT FINISH GRADING ,,��� 2%M IN. 20%MAX. SET INVERT OF PIPE ,�- N.T.S. V,5.0 1/2" ABOVE FL. GUTTER CONSTRUCT 3' WIDE X 4" THICK - -- P.C.C. DRAINAGE SWALE PER COUNTY RECOMMENDATIONS S--0.01SMINN. 1. SWALES TO BE CUT IN AT 1% 5' MIN. P.L L. 5' MIN. SECTION 9"D � D» SIDEWALK MIN, �J CURB FACE AT ROUGH GRADE AND PRIOR TO AREA DRAIN CURB OUTLET DETAIL BUILDING CONSTRUCTION. F.L. " F.L. , w 3 MIN. 1 3 MIN. w N.T.S. 2 2. A PAVED DRAINAGE SWALE z 6' 6" NOT TO SCALE CATCH BASIN & PIPE OR OTHER EXTRA DEPTH z PAVED SWALE PLAN VIEW SIMILAR DRAINAGE DEVICE IS o OF FOOTING TO ca REQUIRED WHEN A STOOP BE DIMENSIONED ❑ N.T.S. FIREPLACE OR PORTION OF m ON PLANS ( 1.0' OR m THE BUILDING EXTENDS WITHIN I LESS PAVED SWALE DETAIL MINIMUM ESTABLISHED DRAINAGE PAD 6'MIN. SETBACKS. ELEV. \\\04 . * 2%MIN.* PAD 6��MIN, o N.T.S. 2:1 MAX. 3. SEE STD. PLAN 101 FOR 12"MIN. ���� 6"MINT,� ELEV. \ (TO BE USED BY FIREPLACE WHEN DISTANCE T4 P.L. OR TOE IS LESS THAN 5') DRIVEWAY APPROACHES. 12"MIN. . v 2:1 MAX. a� 4%MINN20%MAX for 3' o then 27.Min-20%QMAX. nj I * EXCEPT BERMS LESS THAN 1' HIGH r� R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 c 3' a IN-GROUND UTILITY HOUSINGS X » p p FLOWLINE SWALE 1% MIN. (WATER INSTALLED CABLE SH TO ALLOW SECTION B " " B Cn cv PAD a 4. UN--OBSTRUCTED DRAINAGE 1/4"PER 1' a� 2-�-� h � D_ SOD (IF USED) SHALL BE INSTALLED \ h x FLUSH WITH SWALE TO ALLOW ::,.•:.:..:. UP TO 5 1 UN-OBSTRUCTED DRAINAGE FIG. N0. 2P.L. o MORE THAN 5' h/2(MAX 5') NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W TYPICAL SCD AND UTILI DETAIL 2' 2' 2' co F.L. NTS 1. SECTION "A-A" APPLIES WHEN THE 12TYP. z N DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10, MIN. Zi H EXCEEDS 1.0'. HEREON �- 2. SECTION "B-B" APPLIES WHEN THE BERM TO BE m CN REMOVED DIFFERENCE IN PAD ELEVATIONS IS '� 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPEPAD N OF FOOTING IS SHOWN ON THE SHOWN ON S� MAX ELEV. GRADING & STRUCTURAL PIANS. PLAN ? MIN6 MIN, v o 3, IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3' 12"MIN. L.Li PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE, then 2%Min�20%MAX. > OF 2%. PLANTS AND SHRUBS SHALL ' BE PLACED SUCH THAT THEY DO w 3 4. PROVIDE 5' WIDE BY 1' HIGH BERM a� » w NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C� - C AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. IE FINISH FLOOR TYPICAL REARYARD GRADING 'l PAD 2� PROPOSED WALKWAY cv 2% lot rLQ o ,IN. GROUND PLANTER DETAIL �� '� ° Z x NTS Ca. a b.� a z GSC. �� 2�, .�G CY- PRODUCT 40 PRODUCTJIM-N. PRODUCT 40 n •-2% 40 4D 40 Ld WMIN. 5'MIN• 5'MIN. 3 w P= 000.0 P= 000.+a P= 000.0 FF= 000.5 - FF= 000.5 - FF= 000.5 - w 5'MIN. O .TYPICAL-ELEVATION >pIFFERENC� 5•MIN. s'MIN. ,TOP OFcFF= . CURB cFF= cFF= 000.0 000.0 000.0 Uj .. z i a co op aD _ U TOP OF SLOPE 2559 SQ.FT. 2888 SQ.FT. 3263 SQ.FT, w 2 STORY 2 STORY 2 STORY 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE JjL .� � H/3 BUT NEED NOT H TYPICAL HOUSE TYPES -- PRODUCT 40 • TOE OF SLOPE OF �IvERS1DE EXCEED 40 MAX. TY COU � z SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS CEPAP, E D IAL TWO WORKING NOTE: FOOTPRINTS PLOTTED PER PLANS DATED JUNE 13, 2001BUILDING& SAFE �oL BEFORE DAYS BEFORE APPRO\j�D YOU DIG YOU DIG REVIEWED 9Y T be construed to be 8 roval of theme+Pl r0\1810111 not vicla0on of any°f TOLL FREE 1 -800-227-2600 SETBACK ER01�.-DECENDING SWEE APP or an app rov t o'r county Wws-'This�t� A PUBLIC SERVICE BY NTS e ,�` ;nns of the ta ,ob inti'co'Y'pletian UNDERGROUND SERVICE ALERT A plan,niu'st 0- �,. O _I m SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO, 010060 SHEET NO. p , `F�';o�� r IRVINE, INC A BRASS DISK STAMPED RIV. co. SUR. T-27-s 1 IN CONCRETE COUNTY C)F RIVERSIDE 1, +4 . t+ rr FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. f12 W. OF �' HUDD(f (�`l � , INLAND EMPIRE REGION AN ASPHALT DWY. f45' N. OF C L RANCHO CALIF. RD. IN AN .,�, � o °ti�y'� 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT N0, 230fis 3 N z�j RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 No. 58020 ,�l PLANNING/ENGINEERING/SURVEYING/GOVERNMENTPRECISE GRADING PLAN w ExP. s/3o/o2 m� RELATIONS PHASE 2 LOTS 44 55 o (fie prI'vate engineer signing these plans is responsible for assuring the accuro+cyy j � � _. o and acceptability of the design hereon. In the event of discrepancies ansing after 'i� tp `�� PREPARED BY: R.C.E. N0. 58020 OF SHTS. county approval or during construction, the private engaw shall be responsible MARK BY DATE AP P R. DATE l�9�F c I V I o�� FOR W.0. C 0 U NTY o for determiningan table solution or revisi the plans for approval b OF F SCALE: n9 PI PP y REVISIONS cA� the county. ENGINEER COUNTY �`��- � H: AS SHOWN V: AS SHOWN 0076-230663 FILE N0. PAUL R. UDDLESTON, JR. R.C.E.58020 DATE �r ESTIMATE OF QUANTITIES NO. DESCRIPTION 1 LANDSCAPE AREA. DRAIN PER M7AIL ON SHEET 2 2 CURB OUTLET PER DETAIL ON SHEET 2 3 r A.B.S PIPE 4 4' P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 � c 56 \ �'\ 42 0 0`��. ROOV� \ cr / 55 °F � W � � \ 2�• c-� \\ w o �� �\ \ 43 �' FL^'HP CID I Y —1 44 CID �' � _ � 1% MSN 1po O aF AcG g N I 1 \ .\ 54 ! ! o r a Y 1168.8 \ Vn \\ j. t"'� pF. CS� 7� 1168 F.G. 117 ► j A u. y 1 \ 5 5 o a W �.�^'� •s. j �. & p 43.6' F.L. t A " 'C c0 116 N111111 S. �, ° l \ \ 0 Ci P Pri 4W1— L4 53 3 Lo V1_! 45 Q r� \ \ f p 1 \ r \ y 6 00 C'A 114 a yp a s �" MSN \-o 1 m �� a 3 \ Z \ z 04 ti O r 99 , P MIN. \ 1 23 N tin . o O 1a- 1� 9.F�►co .n O� �p r 46 , C� o 11 7. I r o f p �. 14 cn `� 1%4 MIN. 116 � �� 18 tD 11 1 1y� FC 2 1 11, r� 52 10Q 1167 �' CD r- a-U_ '`''O 2.6 `V N 33. 1% IN. �. 0�F• �r69y 1 164'• I I ° 07.78' �' F.L. cv 1168.0 2. 0 ,c, ' I% MIN o V. 2J• , - « 'T 0 � 11 Qj ao tp 1 , MIN. 47 I 1 N Fr r l_� 2%' c� W r � e• FL-G.13. G.9. �0 I <-- r Q,MIN. p� M 11 �, --� r ( - ° cn � D g a v M c0 v m cn 51 � Q -+,1 ,'. N A 25.9' a MIN .F.L.NG.B. Q' �I"" {, {{ I 0 w 6 w= '� G 100.00' 1 1 7 40 ���- GL �`-IN a >r 1 4 1 � ! `� 21' �,. , �.`�` y,�6� I � I F.L. w T r MI �• li �1.� 6CQ� r^ O pcn o U-)0 0�4 z 00 F.L.-G.B. 04.99' 26.1 It— L T,— ,� 0�1 �- 0© it , -� I o r O . ,. r- �co 20 •cS, .a, � 0 4 4 / �aa•5 � „ w �� � Z �o ° 48 I I N �6 Q tl� r..r i N. cr? , 54 a �oF LL_(0 1 1' 1� F Lr G.9. ,.- 18 w•- U_o / ( I I G F L.. 91 •6� �[� 6' 1168.6 / N55 1165 1% MIN. 104.99' / 1160 6 11 0� I �18� 00 Pryer 1 , 0 1 a1155 °ba�a D 8.5 00 I ' w of IX � z� o o 0 15 3o so 90 ,,'�, - N 120 II II v� - U") ( z I D- �'� r ( Q a I r aA69 49 I Of •C. �n ca cQ �� 11 0 o F• rZ' w I � V_� � 68.8 c .� SCALE: 1"=30' os� �- t- t- �-� F.L.-G.R. 1 MIN. 104.99' J' 0 \ \ U 1150.7 2� `a 2X I \ I F L , MIN MIN. I z I —� LIX., VERSIDE o • COUNTY OF RI DIAL TWO DEPARTMENT OF 0 WORKING BUILDING &SAFETY BEFORE DAYS BEFORE APPROVED � e YOU DIG YOU DIG REVIF-WED By TOLL FREE 1 -800-227-2600 of an vlalavonof any Approval of t�t+�x�"=plans shall not be aonstrubd t0�ra pemr.t tor,�, appoval^, r county laws.This set of A PUBLIC SERVICE BY the Proviw". letion, a UNDERGROUND SERVICE ALERT plana PTtuSU�itll imp � z m SEAL—ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO, 014060 SHEET No. N IRVINE INC COUNTY OF RIVERSIDE a A BRASS DISK STAMPED RN. CO. SUR. T-27--81 HV CONCRETE �O� Q`K UpD � �f� FLUSH 60.3 MI. WLY. OF BUT1'ERFIELD STAGE RD. 612 W. OF3 o w c'sN F1 , r INLAND EMPIRE REGION AN ASPHALT DWY. t45 N. OF C/L RANCHO CALIF. RD. IN AN TRACT NO. 23066--3 0 yc,�� 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2 W. OF UTILITY POLE #1751190E N a N0. S8o2o ` r RIVERSIDE CA 92504 (909)352-7200 ELEVATION w 1230.56 PRECISE GRADING PLAN �c. ►�Y PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS w EXP. 6/30/02 PHASE 2 LOTS 44--55 f0 i s'ni these ens is responsible for assuri the accu `l� °� OF SHTS. o The pnvate engineer Ig ng pl rlespo ng roi+y and acceptability of the design hemon. In the event of ftmpandes arising after ��,N� \� PREPARED R.C.E. N0. 5 02 coon a val or duri corlstrucf�Narl, the private ine�er shall be responsible l\9�F c I v�� o�� � � FOR W.O. C 0 U NTY o �' PPro � MARK BY DATE APPR. DATE \�\` of CALtf 01 SCALE: FILE NO. for determining an acceptable solution or revising the plans for approval by i N REVISIONS �t`�• R.C.E.58020 DATE H: AS SHOWN V. AS SHOWN 0 0 7 6•—2 306 6 3 the county. ENGINEER COUNTY PAUL HUDDLEST N, JR. r�