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HomeMy WebLinkAboutLot 36-45 Precise Grading GENERAL NOTES2 5 1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PLAN 15 33, as amended by Ordinance No. 457. 79 2. All property corners shall be clearly delineated in the field prior to _ commencement of any construction of any construction/grading. TRA C T NO* 23067 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. 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. PHA SES 2 LOTS 36 45 6. Maximum cut and fill slope = 2:1. 7. Stability calculations with factor of safety of at least one and five R0. 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. ` cy�M 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 1191NIn 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, especially during storm conditions. Protective measures and temporary NOTICE TT CGNTRQTR,: drainage provisions must be used to protect adjoining properties during grading operations. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY • �c. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 13. Finish rade shall be sloped awn from all exterior walls at not less than Q�► PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS g P y REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 1/27 per foot fora minimum of 3'. WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Cut and fill slopes equal to or renter than 3' in vertical height shall be �. HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, P q 9 9 r�� '~'1 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. �,�...•� M OF THE OWNER OR THE ENGINEER. 0 �yqN MEW woomom" ' 15. EROSION CONTROL: All slopes required to be planted shall be provided N�e� r THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES with rosea ice plant (or equal) ground cover at 12 on center. Slopes sj. ' SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. o exceeding 15' in vertical height shall be planted with approved trees TRACT NO, 2306", 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 1 38 37 38 39 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL N N 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 CL mix or ground cover. Slopes exceeding 4' in vertical height shall be provided TFMCT NO, 2300r-aO 431 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR W with• an in--ground irrigation system. Slopes equal to or less than 4', may 43 44 45 46 4 ¢9 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 CHANNEL ST. 63 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY a_ provided with an appropriate backflow device per U.P.C., Chapter 10. ' 34 38 ,~ AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. I w 16. All grading shall be done in conformance with recommendations of the 33 W 25 0,, 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL w updated soils engineering report by Geo Soils Inc. dated January 27, 1998. ' 24 W 19 1e 17 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Two sets of the final compaction report shall be submitted to the ' 3a Y � M,. Building and SafetyDepartment which shall include foundation design recom-- (n 58 9 80 81 Q mendations and certification that grading has been done in conformance with the v� �...•��" 31 3 22 57 58 5 82 83 64 recommendations of the site investigation report. 2 15 18 85 � � 13 14 88 Ld 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, 30 8 g 10 keyed and benched into firm natural soil for full support. Preparation shall be 5 8 7 approved by a suitably qualified and registered professional prior to placement 2 3 4 17 21 22 X23 24 N of fill material. 1 18 20 1 All grading shall be done under the supervision of a competent soils 16 18 EGEN OF ABBREV/AT/SNS BO00 8 9 g P P 13 14 - -.,�- engineer who shall certify that all fill has been properly placed and who i2 T.C. TOP OF CURB 100 EXIST, CONTOUR shall submit d final compaction report for all fills over 1' deep. 4 5 6 7 8 g 14 11 28 F.L. FLOWLINE ELEV, ~IQp-.�,_ PROP, CONTOUR33 o 2 9 T,G, TOP OF GRATE PROPER T Y L INE cn 19. Final compaction report will be required for all fills greater that 1'. 1 35 34 31 30 G.B, GRADE BREAK DAYLIGHT LINE w 94 38 2g 92 93 a ABBEY ROAD 51 S0 r 28 F.G. FINISH GRADE SHEET FLOW RATE w 20• A suitable qualified and registered professional shall submit to the 91 *;, v R.G. ROUGH GRADE � -- - GRADED SWALE Q Building and Safety Department written certification of completion of TRACT .rid. 90 v 5z 49 � F.S. FINISH SURFACE -�� CENTERLINE o rough grading in accordance with the approved grading plan prior to _, 89 69 83 62 61 4 a 38 39 40 41 °° Q• requesting inspection and issuance of the building permit. Certifications 88 71 70 ca x rj 37 4.2 INV, INVERT OF DRAIN _. - SWALE HIGH POINT shall include line, grade, elevation and location of ut/fill slopes. 87 72 68 w 59 53 48 43 44 P. PAD ELEVATION FLOWLINE o 88 74 73 87 58 B4 54 47 F.F, FINISH FLOOR ELEV. ���3...� SUBDRAIN o 21. A suitably qualified and registered professional shall submit certification 85 55 45 G.F.F. GARAGE FINISH FLOOR - _ � _ _ AREA DRAIN 0 of building pad elevation. Where specific elevations are required, the 84 78 75 85 57 48 B,V,C, BEGIN VERTICAL CURVE z i TOP OF SLOPE o elevation (with respect to mean sea level) shall be given. If an elevation 83 W 58 with respect to adjacent ground surface is required, the actual distance 77 E.V.C. END VERTICAL CURVE TOE OF SLOPE above the adjacent ground shall be given. 82 78 T CT A10, 0197-.¢ P.I, POINT OF INTERSECTION RETAINING WALL 31 7 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. --o STREET LIGHT w Building and Safety Department written certification of completion of 2'9 81 �• ,,,� T,F, TOP OF FOOTING ELEV, SOUND OR SCREEN WALL 0- final grading in accordance with the approved plans for all grading 28 ,o •► '� w designated as "engineered grading"'. 28 27 � � � 3,2A D.F. DEEPEN FOOTING o DEEPENED FOOTING Q g g g g ' LENGTH °�F WATER METER 23. The contractor shall notify the District Building and Safety Department ��'� 34t DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION 35 z5 �` at least 24 hours in advance requesting finish lot grade and drainage 24 38 N.T,S. NOT TO SCALE 3� p DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 22 38 3 P.U.E. PUBLIC UTILITY EASEMENT ._01 final inspection for each lot. �� 21 39 . I fore you � 19 2 � 24. Contractor shall notify Underground Service Alert, two days be y 18 41 1 dig at 1 -•800-422-4133. 15 18 � 4,2 � f. o i4 44 C:; � � 12 13 46 '�� 70820APHIC ORYEY. p A� J 10 11 �t p�� 47 r� � AERIAL PHOTOGRAPHIC METHODS,, FLOWN BY: �.o � EARTHWORK ESTIMATE ° ,�• 8 9 GF�` 50 49 ROBERT J. LUNG & ASSOCIATES c `' Underground Service Alert 7 �-0� 51 �' ��� 2832 Walnut Avenue Suite E #+�' � so ~ 53 52 � ,� (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) ,� �� d.� yrs w • 8 Tustin, Co. 92780 dt J Call. TOLL FREE 5 (714 832-2077 TOTAL CUT....................500 C.Y. �°''�ra�•a to60�'"'YOIJ • • 5 57 58 St, a, n •10 .► 4 58 � � TOTAL FILL....................500 C.Y. '�� o► 2 2 e 59 NOTE 227-2600 1�800 3 81 1 � W .�Q1L�'__ENGI NEER,_ THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEERS ESTIMATE OF THE ACTUAL VOLUMES z PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING 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 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) 69'9-6993 CONSTRUCTION -MAY VARY. "CAUTION": Remember that the USA Center notifies only those utilities belonginto SCALE, 1"=200' AUG 2 9 2000 the center. There could be other u ilitres present at the work site. The center will Inform you of whom they will notify. _ z RECOMMENDED FOR m� LEGA DESCRIPTION: APPROVAL SEAL SEAL APPROVED BY DATE fK HUNSAKER & ASSOCIATES SHEET No. . �MC14. Call NTY OF RIVERSIDE �oFESS�Nqr >; z IRVINE INC TRACT NO. 23067 5 PARCEL 17 OF PARCEL MAP 24387AS RECORDED /N MAP �„' Q,•, Hu�[Fs�,< F'OR TRANSPORTATION DEPT.. RIVERSIDE OOt1N1Y CMJFORNIA , _;eooK s4 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS o s y a.,; INLAND EMPIRE REGION1 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA a i7f R.C.E. NO. xr� 2900 ADAMS STREET, SUITE A-15 PHASES 2 NO, 58020 RIVERSIDE CA 92504 (909)352-7200 OF SHTS T 'f a EXP, 6/30/02 m I PREPARED BY DTE �' PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 36- 45 The private engineer signing these plans is responsible for assuring the accuracy DATE � N and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY ' 9 ~� PRECISE GRADING PLAN FILE NO. county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A �\ cxvt� �� SCALE " A SPASS o�c STAB MV co. SUR. T-27-81 IN CONI \ of cA��F° 1 =200 BENCH MARK �t0.3 W. �Y. OF B� srAc� �.t,2• W. OF for determiningon acceptable solution or revising the plans for approval b ENGINEER REVISIONS COUNTY NTY PAUL R ' U DDLESTON J R. AN A94KT DW.*4& N. or c Rk4m cAuF RD. iN AN 9 y DATE \� DATE UMMPW40 MEA*2- W. OF Uumr POLE #17511� FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. 58020 EXP. DATE 6Z30ZO2 MARCH 2000 ELEVATION - 1230.56 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 LOT N0. 8 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 Q F.G. P.L. D caysrRr�cT RETAIG iIGILL PER W. CO. FORM 284-197 l�Y. 1a� o L>: 5 MIN. E CONSTRUCT RETA�WNG WL W/WL70D FOXE'AWW PER DETAK HEF�EiN. 0 L.F. GRATE HOUSING 15' TYP. (10' MIN.) TOP/TOE OF ADAPTER N.D.S. No. 1221 3' MIN. F L• 1 SLOPE SHOWN REDUCER I OR APPROVED EQUAL F� C \n- 0N PLAN5 MIN. PIPE RISER PLASTIC TEE ��- � W ' z - z M z F.L. LLJ NOTE: FOR BINDING � � M --' 3' MIN. z A.B.S. TO P.V.C., r E LES CONTRACTOR TO o PIPE SIZE INV, ELEV. USE WELD-ON 194 PAD ELEV. M PER PLAN (SEE PLAN) SOLVENT OR EQUAL. 2%MIN. m 0--i B *2:1 MAX.* PAD ' 6"MIN. LANDSCAPE AREA DRAIN DETAIL JIG.7F.F � ELEV. \ / 6"MIN. 2 � M'�k ELEV. -" - ----- _ A � � � � 6 MIN. NOT TO SCALEa ELEV. B.S.L. 12"MIN. 4%MINN20%MAX for 3' then 2%Min-20%MAX. a < 12"MIN. a. * EXCEPT BERMS LESS THAN 1' HIGH k MAY BE CONSTRUCTED AT 1 1/2 TO 1 99 o . . SECTION 99A - A CU FACE° ° SIDEWALK v sa PER IMPROVEMENT PLANS PER GRADING PLAN G' DIRECTION OF FLAW 1' CONTRACTOR TO PROVIDE CONSTRUCTION TYPICAL L 0 T FINISH GRADING JOINT IN SIDEWALK ® CENTERLINE OF PIPE R/rIV "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.G. 90' TEE BUILDING AT HCONSTRUCTION.DE AND RIOR TO I F.L. 1 F.L. 3' MIN. C 3" A.B.S. (FOR CLEANOUT) w 3 MIN. w 8 TO 3 A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE � 6'6" z " CATCH BASIN & PIPE , OR OTHER J EXTRA DEPTH C3 SIMILAR DRAINAGE DEVICE IS o OF FOOTING TO 0 AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP BE DIMENSIONED B FIREPLACE OR PORTION OF m ON PLANS I L.�SSpR m NOT TO SCALE THE BUILDING EXTENDS WITHIN MINIMUM ESTABLISHED DRAINAGE PAD 6 IN. SETBACKS. ELEV.. 2%MIN. *2:1 MAX.* PAD 6 MIN. _. 3. SEE STD. PLAN 101 FOR 12"MIN. ���` 6"MIN. ELEV. A DRIVEWAY APPROACHES. 12 MIN. 2%MIN. 2:1 MAX. 4%MINN20%MAX for 3' N then 2%Min-20%MAX. I * EXCEPT BERMS LESS THAN 1' HIGH R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 0 3' X IN—GROUND _WATER METER CABLE N HOUSINGS ETC. \ ' SECTION " B — B" "I FLOWLINE SWALE 196 MIN. TO BE INSTALLED FLUSH TO AL PAD LOW h UN-OBSTRUCTED DRAINAGE 1/4"PER 1' 4.2% 2 � Q k Z. USED SHALL BE INSTALLEDh XSOD 41F )FLUSWITH SWALE TO ALLOW UP TO 5' 1' UN-OBSTRUCTED DRAINAGE ' '=` '` FIG. N 0. Z P.L. MORE THAN 5' h/2(MAX 5') NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 2' 4' TYPICALOD AN UTI I TY ETAI F.L. ,� NTS 1. SECTION "A-A" APPLIES WHEN THE 15 TYP. _`., DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. EXCEEDS 1.0'. HEREON c� ca 2. SECTION "B-B" APPLIES WHEN THE BERM ED BE m a DIFFERENCE IN PAD ELEVATIONS IS REMOVED Lo 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE I PAD CN OF FOOTING IS SHOWN ON THE SHOWN ON �� 590 MAX ELEV. 6"MT+IN a °p GRADING & STRUCTURAL PLANS. PLAN �� 2 N. o 3. IN NO CASE SHALL THE SWALE 0 FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3' 12"MIN. (nn 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 99 C C99 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 4.2X PROPOSED WALKWAY 10 0 N GROUND PLANTER QETAILOff LLJ NTS �G• �1- Q w 2% .n ;a Q 1 PLAN 1 PLAN 4 2301 L PLAN � PLAN' 3 UPICALCLEM Ci2EELRENCE 2814L 3354L P=00.0 =00.0 WMIN. P=00.0 LOP F UR _ FF=00.50 IFF-00.50 P=00.0 to FF=00.50 w 'MI ry WMIN. FF=00.50 40'. o '�' WMIN. _ iv aj L_ WMIN. _" 7 ---t- 'MIN. I I w 5'MIN. 5'MIN. Imo. 00.0 N Z- O GFF= o w GFF= GFF= GFF= g II U TOP of SLOPE Underground Service Alert z 2! SEE DETAIL ON SHEET Uj Call: TOLL FREE N PLANTER AREAS(TYPICAL) v •+ � N N N 1 804 '' H "Cp �' d 014 o H/3 BUT NEED NOTA (�y d z 2271=2600 TOE OF SLOPE EXCEED 40' MAX. 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3354 SQ.FT. �R CA S# 2 STORY 2 STORY 2 STORY 2 STORY t .fid '0� Of 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGEcA• " Cpl d_' a ��I�' TWO WORKING DAYS BEFORE YOU DIG ��0 00 Oro, w - "CAUTION": Remember that the USA Center SETBACK FROM D CENDING _MPE TYPICAL HOUSE TYPES i '' notifies only those utilities belongin to NTS AUG 2 9 o the center. There could be other Jilities SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS o present at the work site. The center will Inform you of whom they will notify. z M RECOMMENDED FOR SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES CaIJNTY OF RIVERSIDE SHEET No. APPROVAL SEAL OOl1NTY „, N= �� Qv-1, ESS 10", ` N IRVINE, INC23067-5I�D�£ FOR TRANSPORTATION DEPT.. RIVERSIDE OOUNTr CIWF�ORNI�► ,7 TRACT N F ,r INLAND EMPIRE REGION 2 N n Q = R.C.E. NO. DATE 2900 ADAMS STREET, SUITE A-15 PHASES 2 . Z; °- NO. 58020 m 1 " °` RIVERSIDE CA 92504 (909)352-7200 OF 3 SHTS Q7 EXP. 6/30/02 % PREPARED BY DATE LOTS 36-45 0) 11 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS0 The private engineer signing these plans is responsible for assuring the accuracy DATE `j, �, P FILE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY + �- A� Dec STAMPED MV CO. SUR. T-27-81 *4 C PRECISE GRADING PLAN6 county approval or duan construction the private engineer shall be responsible DATE BY MARK APPR. A ���F oFI I� OQ` ZSCALE AS N©TED BENCH MARK FLUSH *0.3 ML WLY. OF �a STAM FO. *1r W. of �' pp g p 9 p CA101 PAUL R UDDLESTON JR. MI ASPWILT DW. t� N. OF C RAWM CAJF. RD. IN M � for determining an acceptable solution or revising the plans for approval by ENGINEER R EVI IONS -COUNTY DATE `` DATE UNIMPROVED�► t2' W. OF UWW POLE J175119M FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6/30, 02 MARCH 2000 EIEvAT1oN - 1230.54 CENTEX HOMES 0919--23067--3 ESTIMATE DE QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA M4 W PER DETAIL HEREON. 0 EACH B CURB QMUT PER DETAIL HEREON. 0 EACH C r A aS PFE o LF D (CONSTRUCT RETMNWW OU PER W. CO. FON 184-197 REV. 10/1N 0 LF. E CONSTRUCT RETAMW MILL W/i1= MCC A91M PER DETAIL HER1='OW. 0 L.F. 3.43 3 1 1 145 145 ' II � � - - 1 I � 1150 1150 � 1155 1155 1160 s 1160 • - -^-- 'r p ' _ 1.40 .� a ��p. ~-, � ( }l � 1 59.01 K �� �� INN �e 3s2s N "ry �� p• r 58.77 1 Z PLAN 1N 2 11 N�g , wQ. 28148 r - PLA.N o..,a. 2•• _ 2301RA3 P� 1164 2 1 "` pF• r 1164.3 FFA '8 3Q1� • �� P - 64.80r--- - '� ,- 11 s__ P� 1 C>5-4 ` p 1 OF ,4 x x FF- 11 w r D0�• k F'F� 16PT ti_ "�, SS4 . 11;3. = •�: � 1 0� 1 ,1 0 301 1�' _ 'a ° i °' f '90 �23`"�1Y 1 •F. 4 �' -- -- - �. .�- �' 3`� 233'7 8 -.� r Dl o •3 .43 �, �r 1 1 1 1163 163.8 r - 1166.0 �e 49.6 ' ��'' 31 b P 3,7 4 P�1 4.3 -, r OFF= � Q FFA w -, 3 �+ 5.4 53• y x FF-116 FF-116 _ `` _ r i i L '`• r 16 14 :++ N4� 1 _ _ ,"6R. GFF f5,t 64.80 6 GFF� 6.S() �_ cN�rG�' 1164.30 1165. Ir �1 I Gf r ''1 - p p• ,� 63.80 o� . ,� • s t �,� I 9' 111 1 L- 1 w 11 $ •� Q,� /--J �o t 12' 8 T 0� tF1. o 1 ,,,1 w . V , O GFF1 L 4 x g'7 3 ,., 1 63 20 �; 1 • �- 11 �F` 66. P ( k r �•2 17 0.9 `1 r 1 1 r 1 , �• �ry , �. 66.00 __ >>s� 29'73 8�, �- P .40 GI 1.1 55.1 570 F �� 0 -__ •20 14 �C9 � � 33� g FFr 117 1 `r' •F Cti 1. h '� 5 �_ 1401 -7 ^., "` P- 1168.1 p�1169.7 b o �� q0► �, y. m �• o ' •� -05# �` '�. 118 Gam- r IC" FF; 1168.60 F_117 0.280 s r 10' ro 1 1 1 � �. .��� 60. 5• 6 5• s � � s.70 v„ ••I _ � � �- '• GFS- N 1 `� w.- .S __r-_T- -� __---n ,j 1 .y 11�p g0 13 5' • j 'V• 1 CV �'p° .S 6'9 sv o GFF_- 1s'f r G =162.01 ' 00 �'`� � , • 1 , _ 1168.10 1690 R ►'` �' 1 0 - 350. s• c r �• ��-, Z!�~26°31 '19„ 6 �`€ .�� ; ' C) J, Ss r .+ Fv *. v 41 ,�"F_ o d� 6� � 527• N o� ��o^ I �. � ,'� � • 6000 x F 1 5 03 N63 `� 89 3 ��� '-� 4• 7. 1 • • , j, '� - 8 so., E -�,v` 83.14' Y4,77' '� L) • ► Co -7'2.02 AN ��' 41 60' 6s' S �T Q> --� L_ 46.95' R=320.00' O �►`s 4�26'18'4, - • O 00 O 0 w cn W W Q O O O O W (r LL W Ir- a_ W D Cn W O X W 411 W Service AlertU UndergroundaF �. Call: TOLL FREE UUj 0 D 4% �a • Q'� l so 2271111111111111111111112600 ,�.d �, + 0*0 z r 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 uyilities present at the work site. The center will SCALE: 1"=3O' AUG 29 0 inform you of whom they will notify, Z: z m RECOMMENDED FOR SEAL COUNTY SEAL APPROVAL APPROVED BY DATE .a,, HUNSAKER & ASSOCIATES a�E$S, COUNTY OF R SHEET NO. Q� RIVERSIDE IRVINE, INC TRACT NO. 23OS�'-5 FQR TRANSPORTATION DEPT..�., y INLAND EMPIRE REGION3 a a R.C.E. NO. l a w 2900 ADAMS STREET, SUITE A-15 PHASES 2 ci N0. 58020 m h W �, 6/30/02 �,Y ? RIVERSIDE CA 92504 (909)352-7200 OF SHTS The private engineer signing these plans is responsible for assuring the accuracy DATE CC. � PREPARED B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 36-45 0) and acceptability of the design hereon. In the event of discrepancies arising after �� ha g CHECKED BY •� PRECISE GRADING PLAN FILE No. county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. ��`rF` ��v I� o� -� SCALE As NOTED "BRASS °� � wv CO. �• T-z7-a� a� a�Nc� o OF CA F BENCH MARK � +0.3 W. KY. Of BUITEIFW STAGE RD. *IV W. Of for determining an acceptable solution or revising the plans for approval by ENGINEER R I S I O N CO NTY PATE �� PAUL H U D DLESTON J R. AN ASPHALT DwY. *45' N. OF c/L R= c,AUF RD. IN AN the coup DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. 58020 EXP. DATE 6/30L02 DATE BCH 2000 R MAIM - 12M.56UMMPMU ' W. or UTILITY Pou= tTstt FOR NT X HOMES W.O. - CE E 0919 23067