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HomeMy WebLinkAboutLot 26-35 Precise Grading GENERAL NOTES PRECISE GRADING PIAN 215 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 33, as amended by Ordinance No. 457. 15 79 2. All property corners shall be clearly delineated in the field prior toTRACT23067 commencement of any construction of any construction/grading. 5 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. r 79 SITE 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. PHASE 6. Maximum cut and fill slope = 2:1. LOTS 26 35 7. Stability calculations with factor of safety of at least one and five RD' tenth 1.5 shall be submitted b a Soils Engineer to the Building and �° J Safety(Department for cut and fill slopes over 30' in vertical height. � P Ra 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over 5' high. 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the top of cut slopes. N.T.S. 10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill VICINITY MAP is less than 10', 2% if cut or fill is greater than 10'. Drainage swales shall be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut or fill slopes. 11. "No obstruction of flood plains or natural water courses shall be permitted." 12. All existing drainage courses on the project site must continue to function, NOTICE TO CONTRACTOR especially during storm conditions. Protective measures and temporary drainage provisions must be used to protect adjoining properties during ~ `'` AN COMPLETE RESPONSIBILITY 9 P CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND grading operations. �, FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS Q PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS 13. Finish grade shall be sloped away from all exterior walls at not less than Q REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 1/2' per foot for minimum of 3 . WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, o 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be �,.�r REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS mom PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE O planted with grass or ground cover to protect the slope from erosion and •� i instability in accordance with Ordinance No, 457 prior to final grading inspection. cy r.�.�...•.•� •�-�" ' OF THE OWNER OR THE ENGINEER. �n memo MOM 15. EROSION CONTROL: All slopes required to be planted shall be provided q�NE► 6100 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES N with rosea ice plant or equal) round cover at 12" on center. Slopes � s � � SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. I w 'p � Iheight q i ht shall be planted with approved trees � , r,�� �a, �a�� TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT cv exceeding 15 in vertical he g p pP spaced not to exceed 20' on center or shrubs not to exceed 10', ora 36 37 38 39 � � THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL �- combination or shrubs and trees not to exceed 15' in addition to a grass 41 PRECAUTIONARY MEASURES TD PROTECT THE UTILITIES SHOWN, AND ANY OTHER i mix or round cover. Slopes exceeding 4' in vertical height shall be provided TRACT NO. �00�"""� 42 � LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR w 9 43 44 45 46 4 48 49 50 1 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES with an in--ground irrigation system. Slopes equal to or less than 4', may 51 c� be irrigated by hose bib located at the top or toe of the ,slope, spaced to ` 52 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY a make use of a hose no longer than 50' in length. The irrigation system shall be G CHANNEL ST. 63 ANDARE TO BE CONSTRUCTED PER SEPARATE PERMIT. provided with an appropriate backflow device per U.P.C., Chapter 10. *.; 26 54 w 33 v v 21 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL w 16. All grading shall be done in conformance with recommendations of the W ~ i8 7 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. U updated soils engineering report by Geo Soils Inc. dated January 27, 1998. �p t 4 4 0 20 19 1 Two sets of the final compaction report shall be submitted to the ` 32 at 2 68 Q Building and Safety Department which shall include foundation design recom-- A 28 22 58 Sg 60 61 63 4 0 mendations and certification that grading radin has been done in conformance with the �G� 31 23 12 57 62 65 g recommendations of the site investigation report. 30 2g 13 1416 166. 6 • �°p � .i1 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, , keyed and benched into firm natural soil for full support. Preparation shall be �r o approved by a suitably qualified and registered professional prior to placement a of fill material. �'"'� i 18 19 20 21 22 23N L... 1 e 17 24 25LEGENQF A BBREVI TIONS & YMBOLS 18. All grading shall be done under the supervision of a competent soils 14 15 engineer who shall certify that all fill has been properly placed and who 11 12 13 T,C, TOP OF CURB ----� 10U ...- EXIST, CONTOUR 9 shall submit a final compaction report for all fills over 1' deep. 5 6 7 e g 10 F,L, FLOVLINE ELEV, "�"-1(Ip-� PR o 2 g 4 28 T,G. TOP OF GRATE PROPER T Y L INE j 19. Final compaction report will be required for all fills renter that 1'. � 1 38 35 34 � � 31 30 � G.B. GRADE BREAK ��� ;��„ DAYLIGHT LINE w P P q 9 93 � ABBEY ROAD 50 r, 28 F.G. FINISH GRADE 2%__ SHEET FLOW RATE � 20. A suitable qualified and registered professional shall submit to the 91 92 r 5i v 2T R.G. ROUGH GRADE- GRADED SWALE Q Building and Safety Department written certification of completion of 9D 49 �. F S FINISH SURFACE - CENTERLINE a 89 81 80 v 52 p 8 39 40 oo� rough grading in accordance with the approved grading plan prior to 2307+.,.. 69 70 r� 83 82 y 37 3 41 42 INV, INVERT OF DRAIN �' ._. SWALE HIGH POINT requesting inspection and issuance of the building permit. Certification 88 72 71 0 53 48 "� P. PAD ELEVATION FLOWLINE o shall include line, grade, elevation and location of cut/fill slopes. 8 73 84 59 54 F.F. FINISH FLOOR ELEV. �``J'�/ SUBDRAIN � 88 47 F GARAGE FINISH FLOOR _ _ _ _ AREA DRAIN 21. A suitably qualified and registered professional shall submit certification 85 74 87 -r' S8 55 75 45 G.F. . of building pad elevation. Where specific elevations are required, the 84 78 85 57 48 B,V.C. BEGIN VERTICAL CURVE ,ti ' 4 TOP CIF SLOPE 3 elevation (with respect to mean sea level) shall be given. If an elevation 83 77 88 58 E.VC, END VERTICAL CURVE .: . TOE OF SLOPE o with respect to adjacent ground surface is required, the actual distance 82 P,I, POINT OF INTERSECTION RETAINING WALL w above the adjacent ground shall be given. 78 TRACT a� �� �'� < 31 7 E.P. EDGE OF PAVEMENT FIRE HYDRANT a_ UJ 22. . A suitably qualified and registered professional shall submit to the 30 80 oos, I iiiiiiiiiiiiiiiiij, T.W. TDP OF WALL ELEV, 3 --0 STREET LIGHT Building and Safety Department written certification of completion of 29 81 �. •.. TF. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL °J final grading in accordance with the approved plans for all grading 28 .o D.F. DEEPEN FOOTING dcggggge DEEPENED FCC TING designated as engineered grading' . 2B 27 32WA METER �S 33 ,o � L. LENGEVA Y .TH o4F 13 C TCHRBASIN & LOCAL DEPRESSION �� 23. The contractor shall notify the District Building and Safety Department � 34 DW Y, DRI at least 24 hours in advance requesting finish lot gradeand drainage �- 24 25 38 35 NTS NOT TO SCALE 3� p,X, DEPTH OF REQ' © D VER EXCAVATION inspection. This inspection must be approved prior to building permit �' 2 3 P.U.E. PUBLIC UTILITY EASEMENT 36 final inspection for each lot. S_ 21 '�'� 39 24. Contractor shall notifyUnderground Service Alert, two days before you 18 41 40 g 1 dig at 1--800-422-�-4133. � 5 16 43 19 4� �F'� �F �.� 1 14 P GRA5URVEYSOUR 0 �Nki PF .�-� 12 13 48 '�� �iql� o 5 11 p`I 47 �� � AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: io o� 0 �� EARTHWORK ESTIMATE v� �• 8 9 NGF��� 50 49 �/' ROBERT J. LUNG & ASSOCIATES ��'O Underground Service Alert 7 �-0 51 �' 2832 Walnut;Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) pQ �;y�`�Ow+�• z 52 .� �°t• 8 53 � Tus#in Co. 92780 d° � 54 -� .% . 1000 C.Y. �`` of to \CP Call: TOLL FREE 5 (714) 832-2077 , 0 •, 58 TOTAL CUT................... �� • 5 57 000 TOTAL FILL....................1000 C.Y. 4 58 00 3 59 NOTE e 81 W IOILS . THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES z 227�2600 1 PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING CENTEX HOMES 7620 Commerce Center Drive, Suite 103 PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 4010� 0 100 200 400 600 800 2280 Wardlow Drive, Suite 950 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG Corona, Ca. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279-4000 1 (909) 699-6193 CONSTRUCTION MAY VARY. "CAUTION": Remember that the USA Center notifies only those utilities belongin to SCALE= 1'=200' 27 the center. There could be other utilities present at the work site. The center will z inform you of whom they will notify. M RECOMMENDED SEAL ax,Nn SEAL APPROVED BY DATE '� , �A�, , HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET NO. LEGAL DESCRIPTION: APPROVAL �o� �'��°�i'''51".A RVINE, INC r- IN MAP Huoo� q� yTRACT N O. 230 67-5 PARCEL 17 OF PARCEL MAP 24387, AS RECORDED �� FSTa F�i �� T�,Ns��A„�N ��T. DoE COMM,NTY c,,u N�► INLAND EMPIRE REGION 1 BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE. OF MAPS �' L PHASE 1 ��� Jv ti � , 2940 ADAMS STREET, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA � a R.C.E. NO. �; SUITE A-15 NB. 58020 rn RIVERSIDE CA 92504 (909)352-7200OF 3 SHTS EXP. 6/30/02 IV PREPAR B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 26-35 °' The private engineer signing these plans is responsible for assuring the accuracy DATE 4P Q PRECISE GRADING PLAN FILE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY 1�'� CtVi�- p'�~ SCALE A BRASS DISK STAMPED RrM: CO. SUR. T-27-81 MI CONCRETE coup approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DA d 1"=200' BENCH MARK M A IOLT MI. .:k of eurrE/L R STAGE CALIF.:k 121 IN of county g � of cA�1F PAUL R HUDDLE ON JR. AN ASPr�T °""'r•fes• N. of cf� r:""D"° �' RD. n�"" for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ��`�- � DATE U MIPROMED AREA t2' W. OF UMr1Y P= #17511 WE FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE ,,, 6/30/02 _ MAR. 01, 2000 ELEVATION - 1230.58 CENTEX HOMES 0919--230673 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRANV PER DETAIL HEREON. 0 EACH - B CURB OUTLET PER DETAIL HEREON. 0 EACH T.G. ELEV 1'-0" SPEED-•-•D—TUFF GRATE LOT NO. N.D.S. No. 1212 (GREEN) C 3" A.B.S. PIPE 0 L.F. (SEE PLAN OR APPROVED EQUAL IR D CONSTRUCT RETAANM MILL PER W. CO FON 264-197 REV. 10/94 0 LF. MSN. F.G. P.L. E CONSTRUCT RE?AWW WALL W/M OOD FENCE ABOVE PER DETAIL HE%'&V 0 LF 5 MIN. GRATE HOUSING 15' TYP. (10' MIN.) TOP/TOE OF Z REDUCER ADAPTER N.D.S. No. 1221 F.L. OR APPROVED EQUAL 3' MIN. 1' SLOPE SHOWN PIPE RISER PLASTIC TEE F © �`!� w 0 N PLAN 5 MIN. F.L. 3' MIN. z NOTE• FOR BINDING F.F. ELEV. A.B.S. TO P.V.C., CONTRACTOR TO PAD ELEV. PIPE SIZE INV. ELEV. USE WELD-ON 194 0 0 ao 2%MIN. m PER PLAN (SEE PLAN) SOLVENT OR EQUAL. *2:1 MAX.* A B PAD ° 6 MIN. PAD ��r1 ELEV. \ 6* IN. 2. Mqk ELEV. �---- LANDSCAPE AREA DRAIN DETAIL �, �- 6 MIN. A NOT TO SCALE1,4G.F.F. ELEV. B.S.L. 12"MIN. 4%MINN20%MAX for 3' then 2%Min-20%MAX. � 12"MIN. a. * EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 SECTION A A CU FACC-9 ° V 'SIDEWALK o DIRECTION OF FLOW PER IMPROVEMENT PLANS PER GRADING PLAN 1' CONTRACTOR TO PROVIDE CONSTRUCTION TYPICAL LOT FINISH GRADING JOINT IN SIDEWALK ® CENTERLINE OF PIPE R/W "OPEN GRATE" TYPE CAP OVER TOP OF TEE TO ACT AS BUBBLER N.T•S. 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) DRILLED IN CURB —Z SET INVERT OF PIPE I EWA �` � 5' MIN. 5' MIN. 1/2" ABOVE FL. GUTTER C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. AT ROUGH GRADE AND PRIOR TO C 3" A.B.S. 6" P.V.C. 9d" TEE BUILDING CONSTRUCTION. 3' MIN. F.L. 1 " F.L. 3' MIN. w (FOR CLEANOUT) z z 6" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE -a EXTRA DEPTH 6 6 _j CATCH BASIN & PIPE , OR OTHER OF FOOTING To AREA DRAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE IS m BE DIMENSIONED ED 1.0' OR B REQUIRED WHEN A STOOP FIREPLACE OR PORTION OF NOT TO SCALE THE BUILDING EXTENDS WITHIN LESS MINIMUM ESTABLISHED DRAINAGE PAD SETBACKS. ELEV. \ 2%MIN. " *2:1 MAX.* PAD 6 MIN. _. a 3. SEE STD. PLAN 101 FOR 12"MIN. ��� 6"MIN. ELEV, 12"MIN. ¢ � DRIVEWAY APPROACHES. 2%MIN. N 2:1 MAX. 0 4%MINN20%MAX for 3' U? then 2%Min-20%MAX. rl- * EXCEPT BERMS LESS THAN 1' HIGH 0 r0 R, R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 N s N 3 IN--GROUND UTILITY HOUSINGS \ / x SECTION 9i B ""-- B$9 WATER METER, CABLE TV ETC.) PAD OWLINE SWALE 1% MIN. TO BE INSTALLED FLUSH TO ALLOW h UN-OBSTRUCTED DRAINAGE 11 1/4"PER V a� 4-? 2X FOSHITHEE4ALLALLED h X C: FLUS SWALE O OW : FIG. NO. 2 UP To 1 UN--OBSTRUCTED DRAINAGE P.L. U MORE THAN 5' h/2(MAX 5' NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 2' TYPICAL SAND UTILITY DETA& F.L. 15' TYP. z NTS 1. SECTION "A—A" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. —' L� EXCEEDS 1.0'. HEREON 0 0 2. SECTION "B—B" APPLIES WHEN THE ao DIFFERENCE IN PAD ELEVATIONS IS TOP OF SLOPE PAD 1.0' OR LESS, & THE EXTRA DEPTH N OF FOOTING IS SHOWN ON THE SHOWN ON � 2� MAX. ELEV. 6"M�IN• eCD GRADING & STRUCTURAL PLANS. PLAN �N 3. IN NO CASE SHALL THE SWALE 0 w f FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3' 12"MIN. V) PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. w OF 2%. PLANTS AND SHRUBS SHALL Li 4• PROVIDE 5' WIDE BY 1' HIGH BERM !! �! 1' 3' BE PLACED SUCH THAT THEY DO NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C - C 0 AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 Hlcw. TYPICAL REARYARD GRADING FINISH FLOOR 14.2 PROPOSED WALKWAY 0 PAD - 29� I ..Avg2X 10' 0 OTO a IN L^ROUN PLANTER 9ELLIL, NTS w 2 Y G F r-----� PLAN 1 P� 2 PLAN 4 P CALELEVATIONDEEM NCE 2301E 2814L' PL�iN 3 3354E P=00.0 =00.0 5 M�+• 29'73L P 00.0 TOP F R FF=00.50 IF 00.50 w P=00.0 FF=00.50 Cn WMIN. 00.50 50# 'MI I40' S'MIN, 0 to I WMIN. — ——, x 'MIN. I I w WMIN. WMIN. 140' N p e't w GFF= $ '? TOP of SLOPE Gam= GFF= GFF= .. Service Alert z Underground z SEE DETAIL ON SHEET w ;k,!• z = ? 2 2 FOR IN--GROUND-in PLANTER AREAS(TYPICAL) N Call: TOLL FREE N QF J 1- 800 10,09 11 • + Ic v1 d� z H/3 BUT NEED NOT eA`' d° ` 227�2600 TOE OF SLOPE EXCEED 40' MAX. 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3354 SQ.FT. *4 0 ti 0% ° 2 STORY 2 STORY 2 STORY 2 STORY � tot ane �� o• 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE ' O N °� TWO WORKING DAYS BEFORE YOU DIG a "CAUTION": Remember that the USA Center SETBACK FROM DECENDINGTYPICAL HOUSE TYPES notifies only those utilities belongin to NTS the center. There could be other uTilitles SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS present at the work site. The center will Inform you of whom they will notify. m APPROVALNDE° FOR SEAL ,ham SEAL APPROVED BY DATE iE ��,,�gg, HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET No. ?_0 ESS/O/ ` 'yi 'S a IRVINE, INC TRACT NO. 2 0 FOR TRANSPORTATION DM.. RIVERSIDE COUNTY CWFORNu INLAND EMPIRE REGION 2 � PHASE 1 I R.C.E. No, 2900 ADAMS STREET, SUITE A-15 N a t G NO. 58020 • m p" RIVERSIDE CA 92504 1909)352-7200OF SHTS EXP. 6/30/02 LOTS 26-35 DATE 1 �• jr,"/ PREPARE B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS � The private engineer signing these plans is responsible for assuring the occurocy PRECISE GRADING PLAN FILE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY 'l�9r C/V{L Q'� SCALE AS NOTED A t °� SI• Iw. CO' SUR. T 27-81 IN � o be responsible DATE BY MARK APPR. A ��`F OF `Fo BENCH MARK �" �•� M.rrl•Y � � �� M. t1z' W. of � county approval or during construction, the private engineer shall p CAS PAUL R H U D DL TON JR. for determining an acceptable solution or revising the plans for approval by ENGINEER REVISION C U NTY DATE -`'�o- Iw PRM W' t� N. °�c f POLE 1751 ap' �w FOR W.O. DATE uNn�IwRa►�v�► �' w. o� t� �1T511s01rw the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6/30/02 MAR. 01, 2000 ELVAMN = 1230.56 CENTER HOMES 0919--23067-•3 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH B CURB OURET PER DETAIL HEREON. 0 EACH C r AB.S. PIPE 0 L.F. D CONSTRUCT RE7NIWMG MGILL PER RIV CO. FWU 284--197 REV 10/094 0 LF. E CU67RWT RETAINING M AU W/ 100D FENCE ABOVE PER DETAIL HMEM 0 LF. 162.01 ' _ ,� ,� 00, L�=26°31 (o 116 rfO �`? ' G Q J JuJ �vUJ / J - � T � i� 0 10 116 _ - . — -•-�t, ,\l� - 6p s7ft � S MIN. FL ti Ci ` _- /L'?rte /�Q• co ( UII to PI co 0CIDU- zQA03 MIN. 0C 0.h tX -- 1167 # •o. �- 11 ?2, ^ r r _ V p �x ION. .� � � MIN. IN' �, I 31 +� � ,r nl . 1 -- oo� �. o •� 30 " � � 116 1 cry 00 re) CL U 3A4 . �..- o�: t 1.3x -T2-.-OX II ►- Za'' LI � i • IN ' rr-� � � D• FSO 19 •� �� ` o -- yp a+� 1�1 `' •�` 6 ' o r 44 f �°•--t o f F,L 89.6 "`� •� r 175 ` o 117.98 �o 133.50' � �- C14 ry 00 n X1173.80 �• :- o� �, \ 1 IN.% Mir IL) 4 _ 1 :t to 1 (, �< < .,� I~ CL •s oA x ` 31' MI . .�_ � � _,_, .1 X 3't \ � M _ 5.T4 U) 1 Z 0 1� 16 cr c.,• i 26 Ailv 1 C MIN• 11 �g _ 1x ca,to41 w ( + - ` o r M� 3�t ,� 0 17 N 1 1x SIN• �. cn 0 UA 2 ZZ 1� M �% N 115.5g� >> `o \� tl 6fi 1 MIN• r Z� ��., 78• a_ 11 •0 0. F s� 7 � � CA- ti Fr a TC Oe` G 8150," �d�`� .�'`�, _ - o Ir HP• <- le r �'�G FS s• MIN• o G. 1,7i �o sa jC� �� 1�0• < N• Q 1•"�= _ � LLJ N►�N• MIN. � o C _ 7� � 33't �� 127• 1F�' 7 . -4 180 A% _ ' Q F.S. 5 rc 1 " 18 Mr 1 7 t CP AO. � �� a ,* LOO.- �� _ _ � 118 56 1 �, 119 _ LLJ = _ 56'84 ✓ i _ ' 0 x Lw -- r N Underground Service Alert \ N - - , Call: TOLL FREE • �n 2• N O ` + 1` • 2271111111111111111111112600 rC �� �� W � `� z 0!� A& TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 "CAUTION": Remember that the USA Center notifies only those utilities belongin to the center. There could be other Jilities SCALE: 1"=30' o present at the work site. The center will inform you of whom they will notify. z� z CIO RECOMMENDED FOR SEAL couNW SEAL APPROVED BY DATE SHEET N0. APPROVAL c 5 HUNSA�ER & ASSOCIATES COUNTY O F R I V E R S I D E pFESS/ w o Q�Nuoo� \ IRVINE, INCTRACT £ST�ti Fl,- FOR TRANSPORTATION �N'I`., RIVERSIDE COUNTY CALIFORNu �- '. � INLAND EMPIRE REGION 3 a R.C.E. NO. x 2900 ADAM PHASE 1 N0. 58020 � S STREET, SUITE A-15 Z i r RIVERSIDE I A 4 rn E S DE C 9250 (909)352-7200 �+ OF J SHTS. The private engineer signing these plans is responsible for assuring the accuracy DATE °CP• /30/02 J PREPARED BY DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 2 6—3 5 o and acceptability of the design hereon. In the event of discrepancies arising offer CHECKED BY �l � ,� PRECISE GRADING PLAN FILE NO. DATE BY MARK APPR. A �l 9'F �I V I L o� SCALE As NOTED A '� d1SK STAMPED RN. `0• �• T-27-81 IN CONCRIM county approval or during construction, the private engineer shall be responsible F FUISH t0.3 M.WLY. OF BUT1ERFIELD STAGE RD. t12' W. Or � �� OF eA�� PAUL R. H DLESTO JR. BENCH MARK M ASPHALT MY. *45' N. Of c RAII CAU RD. IN AN � for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ��`�. DATE UNUPW40 AREA *Z W. or MM POLE #1751190E FOR W.0. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6/30/02 MARCH 01, 2000 ELEVATION - 1M.5a CENTEX HOMES 0919-23067