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HomeMy WebLinkAboutLot 58-66 - Precise Grading GENERAL NOTES 1. All grading shall conform to the Uniform Building Code, Appendix ChapterPR.FICISEz,5 . 33, as amended by Ordinance No. 457. 15 79 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. 067 23 TRA CT NO• 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 shall be controlled by watering or other approved methods. 79 SITE 5 PHA SE 7 5. No fill shall be placed on existing ground until the ground has been cleared of weeds, debris topsoil and other deleterious material. LO TS 58 6. Maximum cut and fill slope = 2:1. ` 66 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 �D Safety Department for cut and fill slopes over 30' in vertical height. �° �'� Q < c yi 1� �o M��a 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill �'P6 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 is less than 10', 2% if cut or fill is greater than 10'. Drainage swales VICINITY _MAP 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, especially during storm conditions. Protective measures and temporary drainage provisions must be used to protect adjoining properties during NOTICE T� CONTRACTOR:.� grading operations. 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 THISPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS 1/27 per foot fora minimum of 30 . REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be 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 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE � instability in accordance with Ordinance No. 457 prior to final grading inspection. C OF THE OWNER OR THE ENGINEER. o ti 15. EROSION CONTROL: All slopes required to be planted shall be provided q�NF THE EXISTENCE AND LOCATION OF Ln O Y UNDERGROUND UTILITIES OR STRUCTURES with rosea Ice plant (or equal) ground cover at 12 on center. Slopes s r �� fid '" QD T SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. exceeding 15' in vertical height shall be planted with approved trees N spaced not to exceed 20' on center or shrubs not to exceed 10', ora 36 37 38 39 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT � 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 TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER mix or ground cover. Slopes exceeding 4' in vertical height shall be provided T�� .NO, �0676 42 � LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND 1S RESPONSIBLE FOR � with an in-ground irrigation system. Slopes equal to or less than 4', may 43 44 45 48 4 4g 49 w . 50 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 � 35 52 w make use of a hose no longer than 50' in length. The irrigation system shall be G CHANNEL ST. Ss ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY provided with an appropriate backflow device per U.P.C., Chapter 10. 34 26 CL AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. x 16. All gradingshall be done in conformance with recommendations of the �'^ v 25 W updated sils engineering report b Geo Soils Inc. dated January 27 1998. 33 " t-- 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL W P 9 9 P Y rt �� 4 24 oo 20 19 18 17 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. U Two sets of the final compaction report shall be submitted to the 32 ' � Building and Safety Department which shall include foundation design recom- .A Y 28 � 56 9 60 61 � mendations and certification that grading has been done in conformance with the G'� 31 23 22 57 58 5 62 63 64 _ recommendations of the site investigation report. 1 65 Be 0 �p 29 12 19 14 15 W 17. If steep sloping terrain occurs upon which fell is to be placed, it must be cleared, � 30 10 11 keyed and benched into firm natural soil for full support. Preparation shall be 5 6 7 8 9 approved by a suitably qualified and registered professional prior to placement 3 4 a of fill material. 1 2L 18 19 20 1 18. All grading shall be done under the supervision of a competent soils 14 15 18 - EGENo of ABBREVICD A IONS & YMBOLS engineer who shall certify that all fill has been properly laced and who 9 Y P P Y P 12 TIC. TDP OF CURB -� 100 EXIST, CONTOUR � shall submit a final compaction report for all fills over 1' deep. 4 5 6 7 8 9 ID 11 F.L. FL0WLINE ELEV. `"`��100 ._ PROP, CONTOUR 19. Final compaction report will be required for all fills greater that 1'. 1 2 5 34 33 28 T.G. TOP OF GRATE PROPERTY LINE n 93 94 ROAD S8 35 31 3429 G.B, GRADE BREAK -�.,:,, DAYLIGHT LINELij 20. A suitable qualified and registered professional shall submit to the 92 o ABBEY 51 50 r 28 27 FG, FINISH GRADE EX SHEET FLOW RATE Building and Safety Department written certification of completion of MA C7 MaaeD 81 49 R.G. ROUGH GRADE ---- GRADED SWALE Q rough grading in accordance with the approved grading plan prior to 89 81 80 F.S. FINISH SURFACE CENTERLINE requesting inspection and issuance of the building permit. Certification �i. (���-'� 89 74 v 83 B2 a. 5z P 37 38 39 4D 41 q 9 P g P 88 72 71 o b3 48 4243 INV, INVERT OF DRAIN - '� �' _ SWALE HIGH POINT shall Include tine, grade, elevation and location of cut/fill slopes. 87 73 68 A 59 44 P. PAD ELEVATION FLOWLINE o 21. A suitably qualified and registered professional shall b 'f' 8e 40 74 87 47 54 1F,F, FINISH FLOOR ELEV, ���*.._,�I SUBDRAIN 11-1 y q g p submit I~erti kation 85 � REA DRAIN 0 of building pad elevation. Where specific elevations are required, the 75 BS 55 45 G.F.F.GFFGARAGE FINISH FLOOR ._ N elevation (with respect to mean sea level) shall be given. If an elevation 84 7B 88 57 48 B,V,C. BEGIN VERTICAL CURVE TOP OF SLOPE with respect to adjacent ground surface is required, the actual distance 83 77 EVC END VERTICAL CURVE TOE OF SLOPE 82 above the adjacent ground shall be given. 78 TA 4:T NO, 230167-4 PL POINT OF INTERSECTION RETAINING WALL w 31 79 E.P. EDGE OF PAVEMENT FIRE HYDRANT 22. A suitably qualified and registered professional shall submit to the 30 80 T.W. TOP OF WALL ELEV. �--a STREET LIGHT w Building and Safety Department written certification of completion of ch final grading in accordance with the approved plans for all grading 28 81 OOW nowcomb T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL °- designated as "engineered grading"'. 27 S 33 32� D.F. DEEPEN FOOTING oo �� DEEPENED FL 0TING L, LENGTH o F WATER METER o 23. The contractor shall notify the District Building and Safety Department �� O 34 ,+ DWY, DRIVEWAY CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade3B U,E, PUBLIC UTILITY EASEMENT and drainage 24 25 35 �� N,T,S. NOT TO SCALE Inspection. This inspection must be approved prior to building permit 2 3 3 L7,X, DEPTH OF REQ`D ❑VER EXCAVATION P, final inspection for each lot. -� 21 22 39 38 , 2 . ► 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 w dig at 1 -800-422-4133. 18 1 41 42 15 43 0 12 13 14 I,-- 4s .�-�' p I SURV So RCE, w 1 0 11 pv 48 47 W AERIAL PHOTOGRAPHIC METHODS FLOWN BY: 8 oFE SD 49 4 EARTHWORK ESTIMATE 3 .. LJ Underground Service 0 ROBERT J. LUNG do ASSOCIATES .. d e e Alert �. �' S1 ,�-.�' � �' L�,; 7 �� �� F-- 6 53 2832 Walnut Avenue, Suite E y.� . z 52 (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONL Call: TOLL FREE 54 Tustin, Co. s278o ,.,, .• i 5 7 56 5 Q TOTAL CUT(714) 832-2077 V. 4 ....................450 C.Y. r 58 5 .000SCS ` � TOTAL FILL....................450 C.Y. i�il��� 1800 3 59 d. oD 2 B NOTE �► 227�2600 1 61 0 wy-E&P S0US_1_NGflYff&d THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S EST OF THE ACTUAL VOLUMES o PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING .00 CENTEX HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 2280 Wardlow Drive, Suite 150 7620 Commerce Center Drive, Suite 1 D3 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG .00 0 100 200 400 600 800 Corona, Co. 91720 TemecuYv, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279--4D00 (909) 899-6193 CONSTRUCTION MAY VARY, o "CAUTION": Remember that the USA Center 00 notifies only those utilities belongin to M the center. There could be other uTilities SCALE, 1'=200' present at the work site. The center will inform you of whom they will notify. z M RECOMMENDED AL DED FOR SEAL APPROVED BY DATE S EA L C«,NW LEGAL aESCRIPTI4N: HUNSAKER & ASSOCIATES COUNTY OF RIVERSI SHEET NO. „... D E °FESS IRVINE INC PARCEL 17 OF PARCEL MAP 24387, AS RECORDED IN MAP ,�'Q N��o� q� 1, � � TRACT NO. 23O67"�fs5 0BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS ��� Q- `1lFDIC TRANSPMATM DEPT., RIVERSIDE COUNTY CAUMRNUINLAND EMPIRE REGION RECORDS OF RIVERSIDE COUNTY, CALIFORNIA 69 N N �, z R.C.E. N0. PHASE 7 2900 ADAMS STREET, SUITE A-15 � NII 58020 RIVERSIDE CA 92504 (909)352-7200 OF� SHTS EXP. 6/30/02 f PREPARED BY DATE 0/ �• PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 58- 66 0) The private engineer signing these plans is responsible for ossuring the accuracy DATE j / o and acceptabllity of the design hereon. in the event of discrepancies arising after CHECKED BY �11�� ti� y FILE N county approval or during construction. the private engineer shat/ be responsible DAT BY MARK APPR. A ``9��t• �tVIL OQ� . SCALE A�5 DISK STUMPED NV Go. Stet. T-27-•81 IN CONCRETE PRECISE GRADING PLAN �� 1 -200 Fll)Si'I$o.3 M. Nn.x. of �aD STAGE RD.t 12' W. of F P L R. UDDLESTON JR. BENCH MARK M /SPRALT Dwr.*45' N. of c/I. wwaHo c�uF RD. N µ for determining an acceptable solution or revising the pions for approval by ENGINEER REVISION C UNTY DATE `�� �-:A�i the coup . DESIGNED BY DRAWN BY CHECKED BY 58020 EXP. DATE 6/30/02 DATE DEC. 2000 �� 1WA ' W. of unuTr i= #175119DE FOR W.O. R.C.E. N0. CENTEX HOMES 0919-23067 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH T.G. ELEV. 1'--0" SPEED-D-TUFF GRATE Lor No. . (SEE PLAN) N.D.S.APPROVED 12 (GREEN) B CURB OUTLET PER DETAIL HEREON. 0 EACH C 3" A.B.S. PIPE 1� N F G. P.L. Ci0NS280 op LF. TRUCT RETA Bolo PER Rh. Co.. M 4-iso REV. io/04 L F. GRATE HOUSING 15' TYP. (10' MIN.) 5' MIN. E C06MWT RErAMW NALL WIWW FENCE ASM FV? DETAE HEREON. 0 L.F. REDUCER ADAPTER N.D.S. No. 1221 F L TOP/TOE OF F REMOTE& REPLACE DRKMY AS NECE.S;SAR1: 0 L.F. OR APPROVED EQUAL F F 3' MIN. 1' SLOPE SHOWN PIPE RISER I PLASTIC TEE !� �4 \6- 2� ON PLAN5' MIN. a NOTE*.• FOR BINDING � z F.L. w F.F. ELEV. J 3' MIN. z A.B.S. 717 P.V.C., � � CONTRACTOR TO PAD ELEV. J J PIPE SIZE INV. ELEV. USE WELD--ON 194 PER PLAN (SEE PLAN) SOLVENT OR EQUAL. cn 2%MIN. �j A B *2:1 MAX.* m LANDSCAPE AREA DRAIN DETAIL ��, ELS \ 4 6 MIN. 6 MIN r M PAD A ELEV. 6„M-N. NOT TO SCALE 4 G.F.F ELEV. B.S.L. 12"MIN. 4%MINN20%MAX for 3' then 27.Min-20%MAX. 12"MIN. EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 SECTION "A A" _.o-CUW FACEQ ° V 'SIDEWALK o PER IMPROVEMENT PLANS PER GRADING PLAN ,�G' DIRECTION OF FLOW CONTRACTOR TO PROVIDE CONSTRUCTION JOINT IN SIDEWALK ® CENTERLINE OF TYPICAL LOT FINISH GRADING 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 SET INVERT OF PIPE SIDEWA P.L. 1/2" ABOVE FL. GUTTER C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. 5 MIN. 5' MIN. 6" P.V.C. 90' TEE AT ROUGH GRADE AND PRIOR TO F L FL C 3" A.B.S. (FOR CLEANOUT) BUILDING CONSTRUCTION, w 3 MIN. 1 3' MIN, w fi" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE z EXTRA DEPTH 6'6" z CATCH BASIN & PIPE OR OTHER OF FOOTING TO AREA DRAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE IS o BE DIMENSIONED REQUIRED WHEN A STOOP .� NOT TO SCALE FIREPLACE OR PORTION OF as ON PLANS I 1.0' OR m THE BUILDING EXTENDS WITHIN LESS MINIMUM ESTABLISHED DRAINAGE PAD 6' IN. SETBACKS. ELEV. \ A . . 2%MIN. *2:1 MAX.* PAD 6 MIN. _. e 3. SEE STD. PLAN 101 FOR12"MIN. ����� 6"MIN. ELEV• 4 DRIVEWAY APPROACHES. 12"MIN. 2%MIN. Av C� 2:1 MAX. 4%MINN20%MAX for 3' 0 then 2%Min-20%MAX. o * EXCEPT BERMS LESS THAN 1' HIGH R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 r- 3 O % MIN. X WLINE SWALE 1 IN-GROUND UTILITY HOUSINGS © N FLO (WATER METER, CABLE TV ETC.) / SECTION '9 B'9 CN B -- PAD TO BE INSTALLED FLUSH TO ALLOW h 42$ UN--OBSTRUCTED DRAINAGE 1/4"PER 1' 2-% 2%� h �� a SOD 41F USED) SHALL BE INSTALLED h X X FLUS NH WITH SWALE TO ALLOW UN-OBSTRUCTED DRAINAGEFIG. N0. 2 UP TO 5' 1' P.L. a) MORE THAN 5 h/2(MAX 5 ) U NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W x .TYPICAL SOD AND.-..-UTILITY DETAIL 2' 4' o F.L. NTS 15' TYP. 1. SECTION "A-A" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. .� EXCEEDS 1.0'. HEREON o i.;,.: 2. SECTION "B--B" APPLIES WHEN THE BERM TO BE m , DIFFERENCE IN PAD ELEVATIONS IS REMOVED O 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE-----, 5�• PAD o OF FOOTING IS SHOWN ON THE SHOWN ON I Mqx ELEV. GRADING & STRUCTURAL PLANS. PLAN 2 /N 6"MIN. _v O 3. IN NO CASE SHALL THE SWALE �� f FLOWLINE BE LOWER THAN THE HIN then 2%Min�20%MAX 4%MIN�20%MAX for 3� �2"MIN. PLANTER AREA TO SLOPE AWAY Li FROM FOUNDATION AT A MINIMUM BOTTOM of FOOTING WHIT . 5' FROM BLDG. LINE. OF 2%. PLANTS AND SHRUBS SHALL [4._ ' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION CT I 0 N "C - C" NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF Ld AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. FINISH FLOOR TYPICAL R EARYAR D GRADING PAD � PROPOSED WALKWAY ..z.•• Cp lotO N IN GROUM PLANTER DETAIL NTS _�'� _ o 2�% ` 't 2X �� a. z � 0- LL] i I I 1 PLAN 1 PLAN PLAN 4 TYPICAL ELEVATION IFFERENCE TYPICAL FIEVATION DIFFERENCE 2301L 2814L Pte' 3 3378L TDP QF CURB DPD CURB P=00.0 Fl=00.0 50MIN. 2973L P=00.0 CHANNE TRE N/GHTHA W PAS --� FF=00.50 F =00.5o P=00.0 � FF=00.50 'MIN. FF=00.50w 40 L 50' 'MI ' 'W5'MIN. O I io I L_ - WMIN. 5'MIN. 5'MIN. 140' �j-- t- 'MIN. I I v Ld o z GFF= w Underground Service Alert TOP OF SLOPE GFF= GFF= GFF= 0 o n . - Calk TFREE zZ SEE DETAIL ON SHEET w 2 FOR IN--GROUND • --i1 p c o 04 PLANTER AREAS(TYPICAL) 1800 e. 00 Ole 227-2600 TOE OF SLOPE H/3 BUT NEED NOT ► % ` a� 0 EXCEED 40 MAX. 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3378 SQ.FT. C, 1 y ►� �ot� a% 00# z 2 STORY 2 STORY 2 STORY 2 STORY '0,,v��.. � 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE r' TWO WORKING DAYS BEFORE YOU DIG � vp 04 "CAUTION": Remember that the USA Center FROM DECENDING a notifies only those utilities belongin to TYPICAL HOUSE TYPES �- the center. There could be other uTilitles NTS present at the work site. The center will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS 6 Inform you of whom they will notify. zl z M RECOMMENDED FOR SEAL �,,,,� SEAL APPROVED BY DATE SHEET N0. APPROVAL Y „° HUNSAKER & ASSOCIATES COUNTY OF R 0Q� s/O u �a HUDDLES FOR TRANSPORTATION DEPT.. RIVERSIDE COUNTY CALIFORNM7, . IRVINE, INC TRACT NO. 23067--5 INLAND EMPIRE REGION2 y N� � R.C.E. N0. � 290o ADAMS STREET, SUITE A-•15 PHASE 7 � No. 58020 - m f RIVERSIDE CA 92504 (909)352-7200 r ESP. 6/30/02 / PREPARED BY DATEof SHTS The private engineer signing these pions is responsible for assuring the accuracy DATE I PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS o 1 FILE N0. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY lr��� �P/ A BR155 DISK STAMPED RN Co. SUR. T-27-81 IN CnN(�IE coon approval or duan construction, DATE BY MARK � 9r C l V I U � AS PRECISE GRADING PLAN o of CA`, SCALE BENCH MARK pp g the private engineer shall be responsible APPR. AT � �c• �?- F RJJSH #0.3 M. KY. OF BUTI113niD STAR RD. t12' W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISION 0 U NTY DATE t OP PA R. H UDDLESTON JR. M ASPH&T Drrr. *45' N. OF C L RMM CAUF RD. IN �w the coup DATE uMMPW#U AIA *2 W. OF LILY POLE #1751190E FOR NT X H W.O. DESIGNED BY DRAWN BY CHECKED BY 5so2o R.C.E. NO. EXP. DATE 6/30/02 DEC. 2000 �vAMN - 1230.56 CE E HOMES 0919-23067 C1R ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH B CURB OUnEr PER DETAIL HEREON. 0 EACH C 3" A.B.S. PIPE 0 L.F. D CONSMWT RETAMW W4U PER RN. CO fOl 284-197 REV. 10114 0 L.F. E CM7RUCT RETAILING WL WIWW FENCE ABOVE PER DETAIL HEREON, 0 L.F. F REI(M& REM"DRIVEWAY AS NECESSARY. 0 L.F. >> 1185 LQ I 1170 �- - _ _ - �.. .� _ -�- -� 1v-- 175 2:1 h _1 - I 2.1 1180 180 --- . --•- - . ...... . . ... 2. . - 1185 .� s 1185 _. ..._ - .� ,---•- �- .._. 2:1 . 2 1 D. 2: y_ 2.06 0.76' 2.34 60.56# 263 .06' ,-~ -- - . ..-- ._ .. . . �•7 I r r 1 -- 57 60.75 2 �, _.._ -- �- 61.7 N 1 118 . 34.53 30.48 .82 I r I -- � 60.58 11 __ px z ----� �. N r 2.4.6 H=r - N9 64Z Z7 r---�f.P� j 187�. j 1 H.P. I FF 11 J $ ---- r s � � 60.3 � PLAN 2 � ~, `s�?. I 2.60 �+ -___-, PLAN 2 2814E 1 fig 2814E PLAN 3 = P= a'�7g • ' '� j I I t Ht•p•r-, ����� o�• ',.'L o , 1 18$.9 4f. p= 1190.2 p3 EFSp1e188r A1O_R EF--"12973R � EF- 1189. , 2973R P4 , 18 6.9APO' �� 3 P_ 1189.6 i 1187.fip� P= 11883R ,l FF= 1190.1 �0 FF 1188.8 g 87.429 %5 " . oo p J tip `ki r I �' 0• p1 Pr 1 �g0.9 0 .� ---- L-� _ i I DR /N GE & R G r SEMENT BL FF� 1191.4 0• '� _ , •t __r GFF= , _r-r - , -' �� J o 92 P A 1 GFF=i D.F: 1 a' GFF= g. 1188.9 i v.F: GFF F. _ v.F of GFF! I r J N p-11 g �11 g • _-T_r 1190.2 1189.6 9. 1188.3 �, GFF� ' 0 4, 1186.9 I j f 11g2. FF _ N 1188.2 1187.E f 187.6 8• oma= o o F J I = 1190.9%1 11g. pF• F 9' v • ��w� l r J " i \ G � GFF� as •NG.B. t ti �' o ` 44•"a FLNG.B. ' r g t F. EVENT r 192 4 1191.6 g, .4.NG.B. "' 4 h�.�'�UO `� a �� G 9 23% •1 CL \ t NG.B• g 3 0 1, 56.91 5 91 56 °� 07PI 50 0 , ' X Ali- J � a) ,� -10I \Q 6.91 1s 71 LO o 56.91' •� �� �'�•G 75.00 J tri .t .gN"I �> s N ��' '�`� � 1�� `�' 0 I E- , o .0 -"� Z5 \ 92' •oma ��' = 000.00' ,c�� R° 0 1 ' tri � 1C T " �' •�6 _� - •�� e0 C�l f`fay 4y¢ CD 190 Ld 2.1 1195 7T2:1 'O • o6 2071 1200 396 $27 119 I a 1205 � 2.1 119,5 � 5 22 23 119 2:1 200 a 1200--1 N .. N 2 i 1-205 r --A`I 20 %\4 w (10 w Q 0 w o X W . I- r Z W Underground Service Alert b # J . - Call. TOLL FREEC3 aT� � 001 -11 1 800 ... O 2272600 • ' �` Z 0•w TWO WORKING DAYS BEFORE YOU DIG 0 1 O 60 90 120 w 0 00 "CAUTION": Remember that the USA Center notifies only those utilities belongin to SCALE: 1 the center. There could be other uTilities =3O 0 present at the work site. The center will inform you of whom they will notify. z� m RECOMMENDED FOR SEAL couH„r SEAL APPROVED BY DATE .: t'' ''u r1 HUNSAKER & ASSOCIATES COl,1NTY CSF RIVERSIDE SHEET NO. APPROVAL FESS 5 IRVINE INC23067-5� DD[F ! , FOR TRANSPORTATION DEPT.. ��DE � � R �� F� � TRACT NO. 0 Toy Fti�l INLAND EMPIRE REGION 3 0 a zj� R.C.E. NO. Z `u>' 2900 ADAMS STREET SUITE A-15 PHASE 7 NO. 58020 7- 1 RIVERSIDE CA 92504 (909)352-7200 OF J SHTS D0'• /30/02 PREPARED BY DATE dr��' a� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 58- 66 o The private engineer signing these plans is responsible for assuring the accuracy DATE �j s `� FILE N O. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �� �� CIVIL Q� SCALE w A� OM STAMPED � CO. �. T-27.-61 IN EIE PRECISE GRADING PLAN county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DA \`F OF ,Fp AS NOTED BENCH MARK nm to.3 �• KY. OF �.o STS RD. 112 W. of 3i for determining an acceptable solution or revising the plans for approval b ENGINEER REVISIONS COUNTY CAI. PA R. HUD D L STON J R. Mr ASPHALT DWYARF *45 N. of% wwa�o cxaF rro. IN M1 9 9 yDATE ��,. DATE ur�+P�a�► fz' W. or ununr � #11751190E FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. 58020 EXP. DATE 6 30 02 DEC. 2000 o.E,r�,aN - �2o.�s CENTEX HOMES 0919---23067