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HomeMy WebLinkAboutLot 1-10 Precise Grading Phase 5 GENERAL NOTES 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 33, as amended by Ordinance No. 457. PRECISE GRADING PLAN WL 5 79 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. 5 TRA CT NO* 230673. 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. PHASE 5 4. Dust shall be controlled by watering or other approved methods. 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. L TS 1 6. Maximum cut and fill slope = 2:1. 10 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 Safety Department for cut and fill slopes over 30' in vertical height. 15 RlrraH cyiM, < �Q S. 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-- CONTRACTOR: especially during storm conditions. Protective measures and temporary drainage provisions must be used to protect adjoining properties during grading operations. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 13. Finishrade shall be sloped awayfrom all exterior walls at not less than Q PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS 1/2" per foot fora minimum of 3'. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Cut and fill or slopes equal to greater than 3' in vertical height shall be HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, p q 9 9 REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS planted with grass or ground cover to protect the slope from erosion and PROJECT, 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. 0 15. EROSION CONTROL: All slopes required to be planted shall be provided THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES � with rosea ice plant (or equal) ground cover at 12" on center. Slopes sj. Tf ��, �(� - j SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 0 exceeding 15' in vertical height shall be planted with approved trees • TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT N spaced not to exceed 20' on center or shrubs not to exceed 10', or a 36 37 38 39 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL LO combination or shrubs and trees not to exceed 15' in addition to a grass dam41 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER mix or ground cover. Slopes exceeding 4' in vertical height shall be provided TfMCT M. 23067-a� 43 3 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR Lli with, an in-ground irrigation system. Slopes equal to or less than 4', may 4 44 45 48 4 48 49 50 51 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. Cn Cn be irrigated by hose bib located at the top or toe of the slope, spaced to 36 52 w 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. 3426 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT.54 x �•n v 25 v 1 z 16. All grading shall be done in conformance with recommendations of the . 33 2awwo55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL w updated soils engineering report by Geo Soils Inc. dated January 27, 1998. O a 27 erg. , �" 20 1b 18 17 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Two sets of the final compaction report shall be submitted to the 32 r = 56 Y Building and Safety Department which shall include foundation design recom- A .r 22 58 59 80 61 B2 = µ mendations and certification that grading has been done in conformance with the • 0� 57 83 84 0 recommendations of the site investigation report. 23 3 14 1g 18 65 68 W 7aD 1 12 i 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, , 30 g i 1 LL_ keyed and benched into firm natural soil for full support. Preparation shall be 1 5 6 7 8 approved by2 a suitably qualified and registered professional prior to placement 3 40001111111111111111111111111111 of fell material. 1 15 16 17 18 19 20 21 z2 23 24 25 LEGEND QF ABBREVIATIONS & SYMBOLS 18. All grading shall be done under the supervision of a competent soils 14 engineer who shall certify that all fill has been properly placed and who P. TIC. TOP OF CURB 100 - ..- EXIST, CONTOUR .. shall submit a final compaction report for all fills over 1' deep. 4 5 6 �, 1 28 F.L. FL0WLINE ELEV, '�~100� PROP, CONTOUR33 o 1 2 3 T.G. TLP OF GRATE PROPERTY LINE cn 19. Final compaction report will be required for all fills greater that 1'. 4 r 36 35 31 30 G.B, GRADE BREAK - mm . DAYLIGHT LINE w 93 �" o ABBEY ROAD 50 r 28 F.G. FINISH GRADE` SHEET FLOW RATE 20. A suitable qualified and registered professional shall submit to the 91 92 r 51c� 27 R.G, ROUGH GRADE -- all GRADED SWALE Q Building and Safety Department written certification of completion of MACT NO, 90 v S2 4 F.S. FINISH SURFACE - - CENTERLINE 0 rough grading in accordance with the approved grading plan prior to 23081►. 1 89 71 70 69 v 63 62 61 60 49 4 37 38 39 40 41 42 INV, INVERT OF DRAIN - '�°�Q _. SWALE HIGH POINT requesting inspection and issuance of the building permit. Certification 88 72 D 53 48 44 / P. PAD ELEVATION FLUWLINE 59 shall include line, grade, elevation and location of cut/fill slopes. 87 w 73 7 64 54 47 FF, FINISH FLOOR ELEV, �'^"'�'.,...� SUBDRAIN 86 21. A suitably qualified and registered professional shall submit certification 85 75 74 87 58 55 45 G.F.F. GARAGE FINISH FLOOR _ _. � _ .. AREA DRAIN � CD of building pad elevation. Where specific elevations are required, the 84 78 B5 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 66 58 .. with respect to adjacent ground surface is required, the actual distance 82 77 E.V.C, END VERTICAL CURVE _ :L, TOE OF SLOPE o above the adjacent ground shall be given. 78 TACT A10, 0197-4 P,I. POINT OF INTERSECTION RETAINING WALL Ld 31 79 E.P. EDGE OF PAVEMENT s, FIRE HYDRANT 22. A suitably qualified and registered professional shall submit to the 30 80 T.W. TOP OF WALL ELEV. o STREET LIGHT Building and Safety Department written certification of completion of 29 81 � ,�, T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL final grading in accordance with the approved plans for all grading 28 .o ~" D.F. DEEPEN FOOTING DEEPENED FOOTING designated as "engineered grading". �� 28 27 S � 33 32A L. LENGTH o°F o °�F WATER METER 23. The contractor shall notifythe District Buildingand Safety Department Q�ti 34 ►� DWY, DRIVEWAY CATCH BASIN & LOCAL DEPRESSION � � 2S 35 E` NOT TO SCA S T,S.at least 24 hours in advance requesting finish lot grade and drainage 24 36 N. LE 3" 17,X I DEPTH OF REQ**D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 3 P,U, PUBLIC UTILITY EASEMENT final inspection for each lot. -� 21 22 39 38000 Cn E 2 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 1 41 C®UNt�+ OF RIVERSIDE dig at 1 -800--422-4133. 15 1B 43 b 42 o EPARTMENT OF z ./ " TOPOGRAPHIC- - BU ILDING SAFETY x 13 14 � �URVEY�OURCE. w 12 46 A APPROVED z 10 �• 47 i1 0 v 48 . AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: REVIEWED 0 f �� w 9 ��.�. 49 ti EARTHWORK ESTIMATE DATE Underground Service Alert 7 8 �pr1C'F 51 50 ,�.�' ROBERT J. LUNG & ASSOCIATES Approval of these plans shall not be construed to 00,g 52 ' 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) a permit for, or an approval of, any violation of an 6 53 'ti of the provisions of the state or county laws. T4411 w C r 54 ��.(�' Tustin, Co. 92780 set of plans must be kept on the job until compi�tinn TOLL FREE 5 ! : � all. (714) 832-2077 TOTAL CUT....................1000 C.Y. 56 57 SC► 4 58 00, � TOTAL FILL.................... 1000 C.Y. 1"'840 2 3 SO NOTE 0 227=a2600 1 el 6 _OWNER.- -SOILS ENG/NEED= ' THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEERS ESTIMATE OF THE ACTUAL VOLUMES z PEI-RA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING 2 CENTEX HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 2280 Wardlow Drive, Suite 150 7620 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG 000 0 100 200 400 600 800 Corona, Co. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279-4000 (909) 6.99-619.3 CONSTRUCTION MAY VARY. w 0 "CAUTION": Remember that the USA Center 00r- notifies onotifies only those utilities belongin to '_ the center. There could be other Jilities SCALE: 1 --200 _ present at the work site. The center will zI inform you of whom they will notify. z m APPRO AL DED FOR SEAL NTY SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES SHEET NO. LEGAL DESCRIPTION: COUNTY OF RIVERSIDE PARCEL 17 OF PARCEL MAP 24387, AS RECORDED IN MAP �� Q �H \fit IRVINE, INC TRACT NO. 2 �„ N ifs , FOR TRANSPOR'TAT'ION DEPT.. RIVERSIDE co�,N„r crwFORNu �� INLAND EMPIRE REGION 1 BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS �� �o Fy r Jv �� nX 2900 ADAMS STREET SUITE A-15 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA a x R.C.E. N0. k. r PHASE 5 NO. 58020 3 RIVERSIDE CA 92504 (909)352-7200 OF� SHTS rn W.tl� EXP. 6/30/02 f PREPA DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS1 - 10 The private engineer signing these plans is responsible for assuring the accuracy DATE and acceptability of the design hereon. In the event of discrepancies arising after FILE NO. g p � DATE BY MARK APPR. DA CHECKED BY ��9TH cxvi�- �� u SCALE _ PRECISE GRADING PLAN a county approval or Burin construction, » A EgtAS5 DISK STAMPED RN. CO. SUR. T-27'-81 IN CONCRETE g the private engineer shall be responsible �` of SFO 1 =200 BENCH MARK n.M±OZ MI. W. or 5 D STAGE RD.t 12 W. of for determiningan acceptable solution or revising the plans for approval b ENGINEER REVISIONS COUNTY �\ CAL PAUL H U D D LESTON JR. AN ASPHALT DNIY.+45' N. OF CIL RANCHO CALIF. RD. IN AN 9 P y DATE � ` DATE UNIMPROVED AREA:1:21 W. OF UTILITY POLE #17511� FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6/30/02 SEPT. 2000 ELkVRON - 1230.56 CENTEX HOMES 0919-23067 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE ARtA DRAIN PER L)ETaL HEREON. o EACH T.G. ELEV. 1'-0" SPEED-D-TUFF GRATE LOT N0. � B CURB OUTLET PER DETAIL HEREON. 0 EACH N.D.S. No. 1212 (GREEN)(SEE PLAN OR APPROVED EQUAL C 3" A.B.S.ABPIPE 0 . 1 N. Qo D WWMUCT RETA/N/MG WL PER Rh. CO FORM 284-197 REV. 10/94 0 LF. F.G. P.L. 0 L 5 MIN. E OMWRUCT RETAWING W4LL W/N�OD FE>WCE'A8r W PER DETAIL HVWW. F. GR47E HOUSING 15' TYP. (10' M IN.) TOP/TOE OF F RE>V E& REPLACE DRNEWAY AS NECES'S+IRY. 37 LF. ADAPTER N.D.S. No. 1221 F.L. REDUCER OR APPROVED EQUAL F� F 3' MIN. 1 ON PLAN PIPE RISER I PLAS77C TEE ��� <2 © <2 w 5' MIN. NOTE. FOR BINDING F L. 3' MIN. z A.B.S.. TO P.V.T. F.F. ELEV. Q CONTRACTOR oft O PAD ELEV. m PIPE SIZE INVELEV. USE WELD-ON 194 . PER PLAN (SEE PLAN) SOLVENT OR EQUAL. 2%MIN. J M q PAD G' 6"MIN. ELEV. \ 6"MIN. 2 r Mq PAD LANDSCAPE AREA DRAIN DETAIL �� �� •\ x ELEV. 6"MIN. A' NOT TO SCALE G.F.F1 ELEV. B.S.L. 12"MIN. 4%MIN-20%MAX for 3' xQ 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" CU FACES ° a SIDEWALK v PER IMPROVEMENT PLANS PER GRADING PLAN .��' DIRECTION or Flow CONTRACTOR TO PROVIDE CONSTRUCTION JOINT IN SIDEWALK 0 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 IDEWA 5' MIN. P.L. 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. 90' TEE BUILDING CONSTRUCTION. w3' MIN. F.L. 12" F.L. 3' MIN. w (FOR CLEANOUT) 6" TO 3" A.B.S. REDUCERS 2, A PAVED DRAINAGE SWALE z 6'6" z EXTRA DEPTH CATCH BASIN & PIPE , OR OTHER SIMILAR DRAINAGE DEVICE IS o OF FOOTING TO in AREA DRAIN CURB NUTLET DETAIL REQUIRED WHEN A STOOP J BE DIMENSIONED B M ON PLANS I 1.0 OR NOT TO SCALE FIREPLACE OR PORTION OF I LESS THE BUILDING EXTENDS WITHIN - :� MINIMUM ESTABLISHED DRAINAGE PAD 6' IN. �^ SETBACKS. ELEV. \ 4 2%MIN. *2:1 MAX.* PAD 6 MIN. _. a 3. SEE STD. PLAN 101 FOR 12"MINL --- 6"MIN. ELEV. �r 4 I DRIVEWAY APPROACHES. 12 MIN. CD �� 2%MIN. o 2:1 MAX. o 4%MINN20%MAX for 3' N then 2%Min-20%MAX, o I * EXCEPT BERMS LESS THAN 1' HIGH R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 0 3' IN--GROUND UTILITY HOUSINGS X — 5 9 (WATER METER, CABLE TV ETC.) SECTION B B N FLOWLINE SWALE 1% MIN. FLUSH TO ALLOW h PAD TO BE INSTALLED n_ UN--OBSTRUCTED DRAINAGE 42.E 1/4"PER 1' 2% U -----y._ 2X h I SOD (IF USED) SHALL BE INSTALLED h X ' FLUSH WITH SWALE TO ALLOW UN-OBSTRUCTED DRAINAGE :a';.`..°"` FIG. N 0. 2 UP TO 5' 1' a� MORE THAN 5' h/2(MAX 5') P.L. NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W TYPICALSOD AND UTILITY--DETAIL 2� 4' F.L. F NTS 15' TYP. _z � 1. SECTION "A-A" APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. J LL_ HEREON ca EXCEEDS 1.0'. 1 m 2. SECTION "B-B" APPLIES WHEN THE BERM TO BE DIFFERENCE IN PAD ELEVATIONS IS REMOVED 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE I PAD z OF FOOTING IS SHOWN ON THE SHOWN ON _ 57, MAX ELEV. 6"M�� a GRADING & STRUCTURAL PLANS. PLAN N — 3. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE 4%MIN-20%MAX for 3' 12"MIN. v PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%MinN20%MAX. FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE, w OF 2�. PLANTS AND SHRUBS SHALL 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION "C — C!19 ~ NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. FINISH FLOOR TYPICAL REARYARD GRADING PAD 4 2� PROPOSED WALKWAY 10 O r OUND PLANTER _DETAIL IN �'R. , NTS 4 sa•�� ��. Q �G 2% z z � z COUNTY OF RIVERSIDE w ----- -- ----- DEPARTMENT OF I I I I BUILDING & AFETY 17-1 PLAN 1 PLAN 2 T ��� P� 4 APPROVED 2301L PL�LiI� 3 REVIEWED 13Y TYPICAL ENATION DIFF RENCE 2814L 1 3378L P=00.0 =oo.0 WMIN. 2973L �° P 00.0 DATE TOPOF CURB FF=00.5o F =00.5o P=00.0 S FF=00 50 ApproVd) of these pians shell not be construed to b. —-1 s permit for. or an approval of. any violation of anv (fl µ WMIN. FF=00.50 40' of the provisions of the state or county laws. 1 tV'is � 'M j, ,40' 5' ---- MIN. set of plans must be kpnt on the tats until ccn+Mptin^ o WMIN. _1 r- x 'MIN. I I w WMIN. '� I C1 - o Ca z 140 GFF= © U TOP OF SLOPE GFF= GFF= GFF= ca Underground Service Alert �. .0 1 z SEE DETAIL ON SHEET L-' . • Call: TOLL FREE 2 FOR IN-GROUND N cw N N PLANTER AREAS(TYPICAL) U 00 ll1111111111111800 H o z 227a=2600TOE OF SLOPE H/3 BUT NEED NOT 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3378 SQ.FT. EXCEED 40' MAX. 2 STORY 2 STORY 2 STORY 2 STORY 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE TWO WORKING DAYS BEFORE YOU DIG w 0 Do CAUTION Remember that the USA Center SETBACK__TROM.. QECENDING _SLQEE TYPICAL HOUSE TYPES notifies only those utilities belongin to NTS the center. There could be other ueilities I SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS o present at the work site. The center well 1 Inform you of whom they will notify. 4 M RECOMMENAPPROVAL DED FOR SEAL c,Nw SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES COUNTY aF RIVERSIDE SHEET NO. Q�a�ESS,a IRVINE, INC23067-5 FOR TRANSPORTATION DEPT.. RNMIOE COUNYY CAUFORNw - TRACT NO.„�- INLAND EMPIRE REGION 2 N '� R.C.E. No. PHASE 5 r I 2900 ADAMS STREET, SUITE A-15 °- NO. 58020 rn 1l,, rr1 RIVERSIDE CA 92504 1909)352-7200 OF 3 SHTS W. EXP. s/3o/oa ; P R E P A Y DATE 3" LOTS 1 -- 14CD 1 x PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS FILE NO. The privo#e engineer signing thew plans is responsible for assuring the accuracy DATE � and acceptability of the design hereon. In the event of d/scnepandes arising after CHECKED BY �'��9 �`Q' zzz A BRASS DISK STAMPED RW. CO. SUR. T-27--81 IN CONCRETE PRECISE GRADING PLAN O county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A \�`F oF1V I�`�pQ. SCALE AS NOTED BENCH MARK A �•T D wLY• of BOnCLD 'TACE RD. Its' IN of for determinin an acceptable solution or revising the plans for CA PAUL HUDDL STON JR. AN ASPHALT DMIY. t4B N. 4F c/L wwcLfo CALM: RD. IN AN W.O. g p g p approval by ENGINEER REVISIONS COUNTY PATE DATE SEPT. 2000 ��RON°�` �' W. of unuTM POLE �'7s"gnE FOR CENTER HOMES 0919-23057 the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E No. 58020 EXP. DATE 6/30.02 NIP r ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DR41N PER DETAIL HEREON. 0 EACH B CURB OUTLET PER DETAIL HEREON. 0 EACH C r A.8.S PIPE 0 LF. D CMSTR=RETAMW MU PFR AW.. CO. RWM 284-197 RFV. 10A4 0 LF E CMWRWT RETAWM W4LL w/wow mcr Agm PFR xrx Hata av o LF F RB40W& REPLACE MEW AS WCE55W 37 LF. v o 1180 ^ � . , I •• r I,' t 180. F.LNG.B. ix 1ftIN ^ - FL.-G.B. . . _..,. .,.._ - _._. .r+. �. .r -- w 1 185 ,.,.._ - __ - --- -- -- -- --- -- -•- ..... w 1185 2:1 10 1190 ' s 2:1 "' 1190 1195 o •�� I 1195 1200 2ZO15L -P. ' w 87' 5fi.84' 3.8 56.64 4.0 ' 56.84' 3.8 5fi.64' 4.p ' t -- - -- --- --- = - 7� ' If I 56.84 3.8 57.5 3.)4 • cb l 1 f 95• ( �„ I 27.76' 30.56' 2.08' 9.40 0.63 ' NZ W'P' � z 1• I+ z J I -. k J c z - p- �- TO C z c yi r r- r ^1 '� H= NIS i W.P. N= -- >4!Z M - r 7 N N} f Q' ti I ae z i �i+- � I -- f f I -- J - 1 �- �i� � �F ca N ` N i fr _l t1!- i -A i � 1 r � NIS� W.P• , N ' • �►• "• PLAN 1 - ( I � � I PT.AN i� Q , �, o I 2 3 01 R i PLAN 2 I 2 814L 8' PLAN 2 PLAN 3 .�� PLAN` 1 ooF o r I .�i ! 2814E r I P= 1200.5 I ; 2814R 2973L 2301R w vyl P= 1196.2 PLAN 3 I P_1 198.2 I pN' I 9, FF;1201. Welr*2973R o PLAN 3 I PLAN 4 P= 1203.8 P= 1204.4 1 P= 1204.5 •�� 1 FF�- 1196.7 �- w 2973R I 10' EF 1198. .I 2973R I 3378E 8 FF= 1204.3 _ FF= 1204.9 FF= 1205.0 _ 0 ` P= 1 197.1 i � P= 1202.8 t1 FF= 1 197.6 t i o P= 1199.4 P= 1201.7 t2 FF- 1203.3 w r N� o• FF= 1199.9 _ FF= 1202.2 f L i --- Ln >f' -� _r_I- 1_ 8� s--- GFF= a• ' s--- _ _-__ v� ,, __j �Z_ .- � GFF= i o'f -s I 1200.5 i --r I GFF= '•� o•� r GFF= t2' : GFF= 9►f: 1 r_ s GFF= I o GFF= s 198.2 �`•' GFF= o GFF= t�'. CO II D•�• 1 1203.8 1204.4 GFF= V) w I 1196.2 't 1197.1 1199.4°�' I I o3 1201.7 1202.8 1204.5 12P Q_ 9j 1 WW � I ��I �•<`,j,��� c ,�4h�� 0' ;o . t v � I vI I ,ry`�, g• °� ,� -+ - cF.LQ, � r� o ON Y ` ]- 6 .00 � p �°D W �' `•� `� � do 34.74' 27.1 ' 60.00' • 60.00' `�' .40' .00' .00' 6 OD' e k• J. 6 .40 cp 60 0 % O ? 6 ,a 9 V` � ^ �� (� `� 0 37.* o Lam. O w u ri i H A'MsP( N b4-4U'2b N5404C fLi -...`_ + •tis •`'� C' •`�O .`�� ."'�+ 'cl'� �`� •ftp w �_ LIj !Y 2:1 "33.72 "'33.T2` - - "_" `'l2aD -33 TZ'....... .� - - �.T2"' - - J�'3.1"7"` x.88'_.." - - - -- b�t7.8T' " Q 05 °� � •���, 12(1 - ...� o z -�` -- ----._ 1205 2:1 21 °6�r, 1+ 'moo s9 1210 2:1 0 -JJ a2 '� z 215 at zz 1P FA NU7 O - w Q w w COUNTY OF RIVERSIDE DEPARTMENT OF BUILDING & SAFETY APPROVED w aEvlf`wED By f/ y o DATE x Approval of these plans shall not be construed to bo W a permit for, or an a Of the Pproval at, any violation of on. � Provisions of the state or county laws. TON + W set of plans must be kept on the Joh until Gomj)lettin,• Underground Service Alert Call: TOLL FREE C�' 1-800 5 co 2272600 TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 ' CAUTION": Remember that the USA Center a notifies only those utilities belongin to 6mind 00 the center. There could be other u ilities o present at the work site. The center will SCALE: 1 =30 inform you of whom they will notify. z m RECOMMENDED FOR SEAL COUNTY SEAL APPROVAL APPROVED BY DATE 7� HUNSAKER, & ASSOCIATES COUNTY OF RIVERSIDE SHEET N0. 'Q�°F S' � .` IRVINE, INC DD( �,1 FOR TRANSPORTATION DEPT.. RNERSiDE COUNTY CALJFORNIA ;'. TRACT NO. 2 3 0 6 7-5 a , oy �lINLAND EMPIRE REGION3 C0 a l, R.C.E. NO. 2900 ADAMS STREET, SUITE A�-15 PHASE 5 Z W NO. 58020 • An Y RIVERSIDE CA 92504 (909)352-7200 „�,,,,, OF 3 SHTS a' ' g/3o/OZ / P R E P A R B DATE L G T S 'I 1 0 1 ac / PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS o The private engineer signing these pions is responsible for assuring the accuracy DATE ft� � J Y PRECISE GRADING PLAN FILE NO. on occep o r of the design hereon. In the event of discrepancies arising offer CHECKED BY 1y 9j► clVt� ��� SCALE A L1RASs DISK STAMPED RN. CO. SUR. T-2T-8t �1 CONCRETE county approval or during construction, the private engineer shalt be responsible DATE BY MARK APPR. DA y �� for determiningon acceptable solution or revising the Ions for approval b ENGINEER \�t� of CALF. ' AS NOTED B E N G H MARK R+ *0•3 M, WLY• of BU"M*I� STXX RD. tt2' W. of � 9 P PP y REVISIONS COUNTY PATE \�`�����- PAUL R. UDDLESTdN JR. P�°�,•+��'MN'OF �����i•��RD. N '�'� FOR W.O. � the county. DESIGNED BY DRAWN BY CHECKED BY DATE R.C.E. O. 58020 EXP. DATE _ 6�30/�2 SEPT. 2000 EMATION - 1230.56 CENTEX HOMES 0919--23067