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HomeMy WebLinkAboutLot 22-30 Precise Grading GENERAL NOTES 215 1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PljAN 33, as amended by ordinance No. 457, is 79 2. All property corners shall be clearly delineated in the field prior toTRA CT commencement of any construction of any construction/grading. 23067 NOo 4 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. a 79 SITE 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. PHA SE 9 L TS 2 30 7. Stability calculations with factor of safety of at least one and five RD �� QP tenth (1.5) shall be submitted by a Soils Engineer to the Building and 11 Safety Department for cut and fill slopes over 30' in vertical height. o� R�oH K cy, 15 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, Q especially during storm conditions. Protective measures and temporary NOTICE ]� CONTRACTOE: drainage provisions must be used to protect adjoining properties during �,� ~ ' NT grading operations. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY k• 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 �I'► PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS n Q REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL CD 1/2" per foot fora minimum of 3 . 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, I REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 0)planted with grass or ground cover to protect the slope from erosion and PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE i instability in accordance with Ordinance No. 457 prior to final grading inspection. C' OF THE OWNER OR THE ENGINEER. 15. EROSION CONTROL: All slopes required to be planted shall be provided H P q P P 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 ST TRACT JVO, 23067--6 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. N exceeding 15' in vertical height shall be planted with approved trees TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT spaced not to exceed 20' on center or shrubs not to exceed 10', or a 36 37 38 3g 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL ui combination or shrubs and trees not to exceed 15' in addition to a grass EaD 41 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER U bi mix or ground cover. Slopes exceeding 4' in vertical height shall be provided �f1C7r �� a�7�-'� 42 I LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR with an in-ground irrigation system. Slopes equal to or less than 4', may 43 44 45 48 4 48 49 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 make use of a hose no longer than 50' in length. The irrigation system shall be �G CHANNEL ST. 53 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 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT,64 a 65 16. All grading shall be done in conformance with recommendations of the �� 33 W 25 21 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL updated soils engineering report by Geo Soils Inc. dated January 27, 1998. 27 W. REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Two sets of the final compaction report shall be submitted to the 32 Y 24 s 20 19 18 17 56 i Building and Safety Department which shall include foundation design recom- r'A 28 �n3.1 mendations and certification that grading has been done in conformance with the �G� 31 3 22 57 58 59 6 61 62 63 64 recommendations of the site investigation report. 2 15 18 65 66 v 7p� 29 11 12 13 14 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, 30 7 8 g 10 ( U_ keyed and benched into firm natural soil for full support. Preparation shall be 5 6 approved bya suitably qualified and registered professional prior to placement 3 4 of fell material. 18 19 0 is � 21 22 231724 251EGEND F BRV/A RON dic Y B 18. All grading shall be done under the supervision of a competent soils13 14 15 MASE engineer who shall certify that all fill has been, properly placed and who 10 11 12 8 PHgs� TC, TDP OF CURB � 100 --. EXIST, CONTOUR .. shall submit a final compaction report for all fills over 1 deep. 5 6 7 8 9 9 F.L. FL0WLINE ELEV, F 100--, PROP, CONTOUR o 1 2 3 4 34 33 32 28 T.G. TDP OF GRA TE -- PR17PER T Y L INE j 19. Final compaction report will be required for all fills greater that 1'. 3B 351 3D G.B. GRADE BREAK �- DAYLIGHT LINE w 92 93 o AggEY ROAD b0 r" ' 28 F.G. FINISH GRADE 2% F SHEET FLOW RA TE � 20. A suitable qualified and registered professional shall submit to, the 91 51 27 R.G. ROUGH GRADE � GRADED SWALE Building and Safety Department written certification of completion of TRACT NC, 9D v 2 49 F.S. FINISH SURFACE `-�--- CENTERLINE o rough grading in accordance with the approved grading plan prior to jj�]+�� 89 7D 69 63 B2 81 60 � 5 p 37 38 39 40 � �o" requesting inspection and issuance of the building permit. Certification 88 71 v Z 53 �� 42 INV. INVERT OF DRAIN . . _ SWALE HIGH POINT shall include line; grade, elevation and location of cut/fill slopes. 87 72 88 r� 59 Q,► """"' aim P. PAD ELEVATION FLOWLINE CD 88 74 73 � 64 47 F.F. FINISH FLL717R ELEV, /"~'�01,-. ..I SUBDRAIN 21, A suitably qualified and registered professional shall submit certification 85 87 58 55 G.F,F, GARAGE FINISH FLOOR _ �. .�. .. AREA DRAIN of building pad elevation. Where specific elevations are required, the 84 78 75 85 57 46 B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE elevation (with respect to mean sea level) shall be given. If an elevation 83 88 58 with respect to adjacent ground surface is required, the actual distance 8277 E.V.C. END VERTICAL CURVE TOE OF SLOPE above the adjacent ground shall be given. 3i 7 78 TRACT JV0.a 23067-4 P,I, POINT OF INTERSECTION RETAINING WALL E.P. EDGE OF PAVEMENT FIRE HYDRANT 22. A suitably qualified and registered ,professional shall submit tothe 30 80 T,V. TDP OF WALL ELEV. C. _o STREET LIGHT Building and Safety Department written certification of completion of final grading in accordance with the approved plans for all grading 28 298i � � � � T.F. TOP OF FOOTING ELEV, SOUND DR SCREEN WALL w D.F. DEEPEN FOOTING DEEPENED FOOTING designated as "engineered grading". 27 � 32 0 3 Q �® 28 S� 33 .o L, LENGTH °�4 0 WN WATER METER 23. The contractor shall notify the District Building and Safety Department 25 35 34 '9s� DWY, DRIVEWAY CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage 24 96N,T.S. NOT TO SCALE 3- p X DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 36 3 P.U.E. PUBLIC UTILITY EASEMENT final inspection for each lot. �� 21 22 390410 2 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 w dig at 1 -•800--422-4133. ie 1 4241 �ri ���'�. o 14 15 44 43 of: M r 13 .�-� TOP G AP v SOUR r � w it 12 pvF'' 47 46 � p� T� wS z 10 �o�H 48 AERIAL PHOTOGRAPHIC METHODS, FLOWN BY. EARTHWORK ESTIMATE %t.Da�� LLJ 8 9 NGFE�. 50 49 ROBERT J. LUNG do ASSOCIATES � IO"' I" �' o o Underground Service Alert 7 �.o Si �G. �' a�� 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) DA 6 5J 52 '�' �nsv��Q'f. �0 w Tustin, Co. 92780 1Y ��not n 01 env . . Call: TOLL FREE 5 714 832_2077 �,any . mts 0,0k g se Q C ) TOTAL CUT T....................45 0 C.Y. a 00 ittot0i v a or anunt� `�mqk 'r 57 • 4 58 100 TOTAL FILL....................450 C.Y. ori 1�800 590M,49k to 00 3 NOTE +clo + 2 8 �- 227�2600i 81 W THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES 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 7W0 WORKING DAYS BEFORE YOU DIG 0 100 200 400 600 $00 00 2280 Wardlow Drive, Suite 150 erne Commerce Center Drive, Suite T D3 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON Corona, Co. 91720 Temecula, Ca 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279--4000 (909) fi99--6793 CONSTRUCTION MAY VARY, W o "CAUTION": Remember that the USA Center °0 notifies only those utilities belonging. to SCALE= 1"=200' the center. There could be other uilities present at the work site. The center will inform you of whom they will notify. zl �Q _z RECOMMENDED FOR m LEGAL DESCRIPTION: APPROVAL SEAL «�, SEAL APPROVED BY DATE HUNSAI�ER & ASSOCIATES SHEET No. 7ESS'�'Njlrl COUNTY OF RIVERSIDEPARCEL 17 OF PARCEL MAP 24387, AS RECORDED IN MAPeR� �q�`\1 IRVINE INC �4,� �, H �£s,, F t FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIA TRACT NO. 2 p �, BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS, w y yc4l INLAND EMPIRE REGION 1 N 0 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA a z Y R.C.E. NO. a :ti: 2900 ADAMS STREET, SUITE A-15 PHASE 9 d ND, 58020 RIVERSIDE CA 92504 (909)352-7200 rn 1� EXP. 6/30/02 � Y. PREPARED B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATI N LOTS 2 2-3 0 OF� SHTS 0) The private engineer signing these pions is responsible for assuring the accuracy DATE l 4P f1l/ o S0 and acceptability of the design hereon. In the event of discrepancies arisingafter ti FILE NO. P h private engineer shall be responsible DATE BY MARK APPR. DA CHECKED BY \q�F crviL ��� Ci SCALE 1„=200, A DISI( StAMPED RN. CO. SUR. T_27-8, cc�icRr:rE PRECISE GRADING P o county approval or during construction, t e p a e g p ��OF CALIF PAUL R. UDDLESTON JR. BENCH MARK ,,HJM�, AS,�T D Y.:k4 NOF CA NM CAI iF.RD. IN Mi 3 for determining an acceptable solution or revising the pons for approval by ENGINEER REVISION COUNTY DATE �`� DATE UNwPRaVD Arm►t2' W. of unlet Pour1751�90 FOR W.O. the coup . DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6 30 02 MARCH 2001 0"ATM - 1730.56 CE X HOMES 091 -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 LOT No. B CURB OUTLET PER DETAIL HEREON. 0 EACH N.D.S No. 1212 (GREEN) C 3" A.B.S. PIPE 0 LF (SEE PLAN OR APPROVED EQUAL Qo� FG P L D CONSTRUCT CONSTRUCT NfALL PER RN. CO. FURM 284-197 REV. 10/V4 0 LF. 5' MIN. E CONSTRUCT RETAMWNG NKL. WIM00 FENCE AL# W PER DETAIL HFItM. 0 LF. GRATE" HOUSING 15' TYP. (10' MIN.) ADAPTER N.D.S. No. 1221OP/TOE OF F RaIOVE& /tEPL,CE DRIVEWAY AS h1E7AESSARI: 0 . REDUCER OR APPROVED EQUAL �, �, 3 M I N. F.L.F L 1' 0 NO P LAPE NHOW N I < < 5' MIN. � PIPE RISER PLASTIC TEE �� �� ``Z w 7 "' z � z � z F.L. NOTE: FOR BINDING F.F. ELEV. 2 J 3' MIN. z A.B.S. TO P.V.C., �--- -� CONTRACTOR TO PAD ELEV. PIPE SIZE INV, ELEV. USE WELD-ON 194 PER PLAN (SEE PLAN) SOLVENT OR EQUAL. m 2%MIN. m *2:1 MAX.* J A B PAD 6"MIN. ��� ��� ELEV. \\�� / \\ fi"MIN. 2,r Mqk ELEV. „�--w-- LANDSCAPE AREA DRAIN DETAIL 6 MIN. A NOT TO SCALE G.F.F ELEV, s.S.L. 12"MIN. � 4%MINN20%MAX for 3' then 2%Min-20%MAX. 12"MIN. * EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 0 SECTION "A - A" ° ,-CUY FAC EQ SIDEWALK o ,� PER IMPROVEMENT PLANS PER GRADING PLAN G' DIRECTION OF FLOW CONTRACTOR TO PROVIDE CONSTRUCTION 1 JOINT IN SIDEWALK 0 CENTERLINE OF7 " " TYPICAL LOT FINISH GRADING PIPE R/V11 OPEOFGTEEETOnACT AS BUBBLER N.T.S. E CAP OVER 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. AT ROUGH GRADE AND PRIOR TO " 6" P.V.C. 90' TEE BUILDING CONSTRUCTION. ' MIN F.L. 1 F.L. 3' MIN. C 3 A.B.S. (FOR CLEANOUT) z 3 w 2. A PAVED DRAINAGE SWALE " z 6" TO 3" A.B.S. REDUCERS EXTRA DEPTH 6 6 CATCH BASIN & PIPE , OR OTHEROF FOOTING TO SIMILAR DRAINAGE DEVICE IS oN AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP _, BE DIMENSIONED a B NOT TO SCALE FIREPLACE OR PORTION OF m ON PLANS I LESSOR m THE BUILDING EXTENDS WITHIN MINIMUM ESTABLISHED DRAINAGE PAD 461IN. 0 SETBACKS_ ELEV. A - 2%MIN. 6"MIN. *2:1 MAX.* PAD a N 3. SEE STD. PLAN 101 FOR 12 MIN,:L ��� 6 MIN, ELEV 12'MIN. _ DRIVEWAY APPROACHES. 2%MIN. 0- 2:1 MAX. 4%MINN20%MAX for 3' then 2%Min-20%MAX. LESS THAN0 R/W * M YEPT ERMS BE BCONSTRUCTED AT 11,1/2GTO 1 N LU 3' IN-GROUND UTILITY HOUSINGS \ / X SECTION " B - B99 0 U F OWLINE SWALE 19 MIN. (WATER METER, CABLE TV ETC.) PAD TO BE INSTALLED FLUSH TO ALLOW hCL UN-OBSTRUCTED DRAINAGE 1/4"PER 1' 2� h a I SOD IF USED SHALL BE INSTALLED �\ h x FLUSH WITH SWALE TO ALLOW UP TO 5' 1' UN-OBSTRUCTED DRAINAGE FIG. NO. 2P.L. a.> U MORE THAN 5' h/2(MAX 5') NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W TYPICAL SOD AND UTILITY DETAIL 2' 4' �, ,� F.L. w � NTS 1. SECTION A-A APPLIES WHEN THE SEE NOTE #4 10' MIN. ? DIFFERENCE IN PAD ELEVATIONSLL EXCEEDS 1.0'. BERM TO HEREON t� a 2. SECTION "B-B" APPLIES WHEN THE REMOVED BE m o DIFFERENCE IN PAD ELEVATIONS IS TOP OF SLOPE PAD l 1.0' OR LESS, & THE EXTRA DEPTH SHOWN ON ( 5�° Mqx ELEV. -- OF FOOTING IS SHOWN ON THE GRADING & STRUCTURAL PLANS. PLAN -- 6 MIN, o ¢ 3. IN NO CASE SHALL THE SWALELi FLOWLINE BE LOWER THAN THE ' `12"MIN. 4%MINN20%MAX for 3 PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. then 2%Min�20%MAX. w OF 2%. PLANTS AND SHRUBS SHALLLd 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION "C -- C" NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. TYPICAL REARYARD GRADING FINISH FLOOR PAD 4 -%, PROPOSED WALKWAY 2x lot IN GROUND PLANTER DETAIL � ' X o? Ld' NTS CE 0- 2% �G = z r w r 7 r1 F------ -------� N- _ PLAN 1 PLAN 2 I I PLAN 4 2301L 2814L, PIAN 3 3378L TYPICAL-ELEVATION- IFFERENC P=00.0 =00.0 5 MIN. 2973L P=00.0 FF=00.50 F =-00.50 P=00.0 FF=00.50 TVP/� 50 FF=00.50 I � 5'MIN. 40' MI . '� 5'MIN. w 5-MIN. - r`_ 00 5'MIN. L -I r� -LZ- 'MIN. 5'MIN. 140. I g w GFF= © n z GFF= GFF= GFF= l 1 0 .00.00 .0 IMP w w 00.00 Underground Service Alert TOP of SLOPE SEE DETAIL ON SHEET z z z � 2 FOR IN-GROUND o z ��•, N N N PLANTER AREAS(TYPICAL) J • � Call: TOLL FREE _ L4 Of -� co 1�800 H 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3378 SQ.FT. > '�� �Q� �CID1, k 227�2600 H/3 BUT NEED NOT 2 STORY 2 STORY 2 STORY 2 STORY QQ �� . TOE OF SLOPE EXCEED 40 MAX. 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE ` 0 N, ry TWO WORKING DAYS BEFORE YOU DIG REDHAWK 11 � � w �z•� 00 "CAUTION": Remember that the USA Center 5ETBACKMDECENI TYPICAL HOUSE TYPES notifies only those utilities belongingto NTS the center. There could be other uilities present at the work site. The center well SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS Inform you of whom they will notify. CID APPROVAL OMMENDED FOR SEALCOUNTY SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET NO. � LOF ESS I ` IRVINE, INC TRACT NO. 2307--4 ��a Q,, NU°DcFsT F l FOR TRANSPORTATION DEPT.. RNERSIDE COUNTY CIWFQRNIA 0 INLAND EMPIRE REGION 2 Q �= R.C.E. NO. EXP. DATE ' s 2900 ADAMS STREET, SUITE A-15 PHASE 9 N0. 58020 • z r Z w m f RIVERSIDE CA 92504 (9091352-7200 OF 3 SHTS j a °�• s�30�02 PREPARED Y DATE %� ° PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 22-30 o The private engineer signing these plans is responsible for assuring the accuracy DATE wij l� ���� PLANFILE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECK ED BY ,`9�, C/V I L �. PRECISE GRADING � SCALE AS NOTED A � olslt srAII�PED Rnr. cO. SUR. T-27-el � coNCRI`I>;r o DATE BY MARK APPR. DATE F o X0.3 M. WLY. OF BUrr�LD sTMX W. *12' W. OF county approval or during construction, the private engineer shall be responsible �� OF CALF PAUL R UDDLEST N JR. AN ASPHALT DWY, *45' N. Of C L RANCHO CAUR RD. IN AN for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS--- COU NTY DATE ����� DATE UMMPROAD ARIA► f2' W. OF � Pain #17►511� FOR W.O. the county- DESIGNED BY DRAWN BY CHECKED BY R.C.E. 0. 58020 EXP. DATE 6/30/02 MARCH 2001 MATION = 1230.W CENTEX HOMES 0919-23067 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH B CURB OUTLET PER DETAIL HEREON. 0 EACH C 3" A.B.S. PIPE 0 LF. D WNSMWT RETAWW 104LL PER MV CO. FOO 284-197 REV. 10/134 0 LF. E CONSTRUCT RETAINING WNL W/M M FENCE ABOVE PER DETAIL hVREON. 0 LF. F RE71 W& REPL4CE DRIVEWAY AS MECE5SW 0 LF. 2:1 1195 ACIAIrE 1200 To >HE CNCL"�'aENT MY or R/V11,990 1 1 -- --- -- ---gg 2 1205 1, � - •1 S -• r w 24 z �- 1200 22 w L r� Z�t p N. . . � V IQ H.P. • ^ 'aq Z D.F. PLAN 1 w w N � H.P. _ 2301L ~- ` r- M P= 1206.5 D F PLAN 1 •F PLAN 4 - FF= 1207.0 l N . � 2 3 01 L 337 8 R � � `� ��° '� J .. 1 P= 1205.9 + � _ FF= 1206.4 13' L_ '� P=1205.1 o i FF=1205.6 - ----- GFF= o --I r- • ;� 1 N GFF= .� : 0 1206.5 0 5, sz *1 49.11 0 - ' C 1205.9 08' D. Fotic, �`� � J N GFF= 5' `c> �� s' p .0' 1 1205.2 �'� i �?p��� _ ' .LNG. .LNG. t•. D.F. p 6, 1203.5 11 0 0 34.6 S• �, N F� 121.22 wl 04.49 TC 444 04.79 1x i#k o� 4399 rC TC S o, F;i,,,,.�.1 , 27 r 11 ��• i s •s�, ro D5.D5 o o "d N. ►N• J C' S26P1 0 A r) t,,, a SII J Ta bo (�~ NNCo a5 CD a --- x OD t-4 to c r O W W ry 0-4* J U 20 C3 ri C 4424 04 4,g � � 60.00' x.14' 2 • o. I" , LL- - 0.0 0 1204.7 0 29,64` N .LNG. o `�• �`SO GFF= 10.0 204.8 �, _ J ao' GFF= N 12.8' .. 1205.9 �' _ p,F F'�-' a L_ 1, GFF=- - 3.0' ,��p6 J co 1206.5 , _ � � ` J � ,- PLAN 4 D.F. 5' w PLAN 3 � 3_3'7 8L .2' z w_ - . w r 29'73R � P= 1205.9 o r v Ld FF= 1206.4 n P= 1204.8 ' PLAN 3 J FF= 1205.3 io ! 2973E g 12g P= 1206.5 w �'9'12° 3 sss• J L .•-4J FF= 1207.0 FF 1ZO �� b o 't 12 .5 �t• i ` o Li y'it 29 ------ l ,r 11 J � 1 70 12os.1 I w N ~' H.P. 1 � �/ Q r.r so `° yr Z ^ W of 2.1 w 0 215 122o 2:1 a 1225 42.35 123o 2..1 __ I �5 02, ,?,�44-'_ W 30.70 A 1 r , X r 98, U-1 w Underground Service Alert 0fv\ Ld �F z Call: TOLL FREE -V� IQ \Cs lot 1 800 227�2600 rooskmac,0101, 00 Z: ItTWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 w 0 00 "CAUTION": Remember that the USA Center notifies only those utilities belongin to the center. There could be other Jilities SCALE: 1"=30' present at the work site. The center will inform you of whom they will notify. z z M RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY DATE , SHEET NO. HVNSAKER & ASSOCIATES COUNTY OF RIVERSIDE QWESS1IRVINE, INCNO. /� iw0 V1UDD(LC-s� FOR TRANSPORTATION DEPT., RNERSIDE COUNTY CALIFORNIA TRACT 23067 T �, INLAND EMPIRE REGION3 ►� a ` R.C.E. NO. EXP. DATE [N'14k<' 2900 ADAMS STREET, SUITE A-15 PHASE 9 N W �. �30�2 rn r a RIVERSIDE CA 92504 (909)352-7200 OF 3 SHTS °' 1 oc ;J PREPARED BY DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 22-30 0 The private engineer signing these plans is responsible for assuring the accuracy DATE �t and acceptability of the design hereon. In the event of discrepancies arising after �,��' �P� FILE N0. p P g DATE BY MARK APPR. DA CHECKED BY �`9rF CIV 0. o¢� SCALE AS NOTED A � D� Sri ,� CO. SUR. T-27-81 IN C PRECISE GRADING PLAN county approval or during construction, the private engineer shall be responsible ��� OF 1 F BENCH MARK FLUSH *OZ MI. WLY• of o STAGE �• t12 W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE �`�`A� � PAUL R./IH) D D LESTON JR. T ow�rY. 5'UNIMPWOED AREA :U' w'SOF- UMN POLE C//L CALIF.D.IN AN FOR W.O. the conn DESIGNED BY DRAWN BY CHECKED BY R.C.E. /N6. 58020 EXP. DATE _ 6/30/02 DATE MARCH 2001 ELWATION - 1230.56 CENTEX HOMES 0919--23067 err