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HomeMy WebLinkAboutLot 1-3,6-8 Precise Grading ESTIMATE OF QUANTITIES GENERAL NOTES NO, DESCRIPTION QUANTITY UNIT " 1 LANDSCAPE AREA DRAIN PER DETAIL HEREON. 2 EACH . 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 2 CURB OUnET PER DETAIL HEREON 2 EACH 33, as amended by Ordinance No. 457. 3 r A.B.S. PIPE 101 L.F 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. TRA C T 23066 2 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. MODEL SITE 4. Dust shall be controlled by watering or other approved methods. 5. No fill shall be laced on existing round until the round has been P 9 9 9 cleared of weeds, debris topsoil and other deleterious material. LOTS 1 .......w3 & 6 8 , 6. Maximum cut and fill slope = 2:1. 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. 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. -rRACT NO, 23060-19 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 shall be a minimum of 0.2' deep and be constructed a minimum of 2' from � �� �r ��� the top of cut or fill slopes. 11. "No obstruction of flood plains or natural water courses shall be permitted." 92 8580 81 40 OPEN SPACE 12. All existing drainage courseson the project site must continue to function, _ 76 77 78 79y especially during storm conditions. Protective measures and temporary 75 41 39 drainage provisions must be used to protect adjoining properties during I 71 72 73 74 V� 42 s NOTICE TO CONTRACTOR: grading operations. 70 43 38 9 9 62 53 66 67 68 69 PRNpTE S�E�T 46 45 44 13. Finish rade shall be sloped away from all exterior walls at not less than 64 65 48 47 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 1 2" gr f f P y \ MBp'� 50 49 37 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS / per foot for a minimum of 3 . ' 53 52 51 36 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS 54 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be / 58 57 56 55 r~" 00-135 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND planted with grass or ground cover to protect the slope from erosion and r C_r JV 0, ,�� �� / _J 61 60 59 0 HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, Instability in accordance with Ordinance No. 457 prior to final grading inspection. 2 34 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 1 P.lFr?r.EL 1 84 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 15. EROSION CONTROL: All slopes required to be planted shall be provided OPEN SPACE OF THE OWNER OR THE ENGINEER. 33 with rosea ice .plant (or equal) ground cover at 12" on center. Slopes r '` 32 exceeding 15' In vertical height shall be planted with approved trees I cj SEE SHEET 3 I �.� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRICTURES spaced not to exceed 20' on center or shrubs not to exceed 10', ora f iva 41-,� Po 31 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 0 MODEL SITE I 30 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT �- combination or shrubs and trees not to exceed 15 in addition to a grass 4 29 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TACE ALL N mix or ground cover. Slopes exceeding 4' in vertical height shall be provided I Q 5 6 I 28 with an in-ground irrigation system. Slopes equal to or less than 4' may 3 7 8 27 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER � 9 9 Y P q Y I c.� 26 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR 0 be irrigated by hose bib located at the top or toe of the slope, spaced to I 2 .-� 9 10 23 24 25 5 � THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. make use of a hose no longer than 50' in length. The irrigation system shall be r 11 12 13 14 15 16 17 18 19 20 21 22 CPRWP provided with an appropriate backflow device per U.P.C., Chapter 10. I 1 v ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 84 v�N �� AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. Q 16. All grading shall be done In conformance with recommendations of the 83 a OPEN SPACE updated soils engineering report by Geo Soils Inc. dated January 27, 1998. I OP N SPA _�-~ _�� -�� CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL i Two sets of the final compaction report shall be submitted to the I P �' REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. `n Building and Safety Department which shall include foundation design recom- I �- mendations and certification that grading has been done in conformance with the - - -� � recommendations of the site investigation report. I � I CD 17. If steep sloping terrain occurs upon which fill Is to be placed, it must be cleared, o keyed and benched into firm natural soil for full support. Preparation shall be I I J approved bya suitably qualified and registered professional prior to placement I I of fill material. 18. All grading shall be done under the supervision of a competent soils engineer who shall certify that all fill has been properly placed and who LEGENDOF ABBREVIATIONS &^SYMBOLS shall submit a final compaction report for all fills over 1' deep. TIC. TDP OF CURB - 140 - - EXIST, CONTOUR' o F.L. FL0WLINE ELEV, `" 100 PROP, CONTOUR 19. Final compaction report will be required for all fills greater that 1'. TG, TOP OF GRATE -- PROPERTY LINE a G.B. GRADE BREAK - DA YL IGH T L INE n 20. Li A suitable qualified and registered professional shall submit to the FG FINISH GRADE SHEET FLOW RATE Building and Safety Department written certification of completion of 2! �-�- rough grading in accordance with the approved grading plan prior to RG ROUGH GRADE � GRADED S WAL E w requesting inspection and issuance of the building permit. Certification F.S. FINISH SURFACE - ---- CENTERLINE Q shall include line, grade, elevation and location of cut/fill slopes. INV, INVERT OF DRAIN _ �'e - SWALE HIGH POINT � 21. A suitably qualified and registered professional shall submit certification P. PAD ELEVATION FLDWLINEF,F, FINISH FLOOR ELEV, �"'`S.r,�,� SUBDRAIN of building pad elevation. Where specific elevations are required, the CD elevation (with respect to mean sea level) shall be given. If an elevation G.F.F. GARAGE FINISH FLOOR AREA DRAIN with respect to adjacent ground surface Is required, the actual distance B.V.C, BEGIN VERTICAL CURVE TOP OF SLOPE 00 above the adjacent ground shall be given. E,VC, END VERTICAL CURVE . TOE OF SLOPE 0' 22. A suitably qualified and registered professional shall submit to the P,I. POINT OF INTERSECTION RETAINING WALL o E.P, EDGE OF PAVEMENT FIRE HYDRANT LJ Building and Safety Department written certification of completion of final grading in accordance with the approved plans for all grading T.W, TOP OF WALL ELEV, Cf--o STREET LIGHT W designated as "engineered grading". T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL a x�5 D,F, DEEPEN FOOTING � DEEPENED FOOTING 23. The contractor shall notify the District Building and Safety Department " L. LENGTH °�� o n�4 WATER METER Q at least 24 hours in advance requestingfinish lot rade and drainage '`' �s 0 9 9 w 79 DW Y. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION inspection. This inspection must be approved prior to building permit Z , N.T.S. NOT TO SCALE 3- p X DEPTH OF REOID OVER EXCAVATION final inspection for each lot. y P,U,E, PUBLIC UTILITY EASEMENT 24. Contractor shall notify Underground Service Alert, two days before you dig at 1 --800-422-4133. v m EARTHWORK ESTIMATE ° . `L�` ® 10 X ON 0% .n .� Q5 (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) �� `7 RED WK P WY. � �►� Q\e p��OtN 7- I- t . Z ,t,� 0 TOTAL CUT ' w 9�D ...... .300 C.Y. ' to �$51"'o�`� v 0 100 200 400 600 800 �o wK P�,�,�. �� TOTAL FILL....................3D0 C.Y. • s Ra NOTE : • THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES o DIAL TWO WORKING SCALE= 1"=200' SITE OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING z BEFORE DAYS BEFORE VICINITY AP PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES YOU DIG YOU DIGN.T.s. FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING TOLL FREE 1 -800-227-260026DD CONSTRUCTION MAY VARY. %L A PUBLIC SERVICE BY 0 UNDERGROUND SERVICE ALERT SEAL--ENGINEER ' . , HUNSAKER & ASSOCIATES BENCHMARK; IP NO, 010059 SHEET No. S5 >>� IRVINE, INC A BRASS DISK STAMPED RIV. co. SUR. T-27 .81 IN CONCRETE COUNTY OF RIVERSIDE "1D°�fs����11 INLAND EMPIRE REGION ANUASPHALT DWYWt45' NLY. OF . C L RANCHO ELD ECALLIF.tRD. N' Ari Q,Q�J�� r0yF10 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT NO. 23066 2 a x, RIVERSIDE CA 92504 (9091352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN �a NO. 58020 �6 m The private engineer signing these plans is responsible for assuring the accuracy W EXP, 6/30/02 �+ PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS MODEL SITE LOTS 1 -3 & 6 -8 3 and acceptabfi of the *sign hereon. In the event of discrepancies arising after PREPARED BY: OF SHTS. � g � g � q '� R.C.E. N0. 58020 the vote engineer shall be re sible �` �F cxvi�. �p� FOR W.O. COUNTY county approval or dunng construction, pn g � MARK BY DATE APPR. DATE for determining an acceptable solution or revising the plans for approval by REVISIONS � � ' CAI-11 � JANUARY 2001 SCALE: FILE NO. o the county. ENGINEER COUNTY ����� PAUL R DOLE ON, . R. .E.58020 DATE H; AS SHOWN V. AS SHOWN 0919--23066 T.G. ELEV. g" SPEED--D-BASIN LOT NO. N.D.S No. 20 P;REENQ (SEE PLAN OR APPROVED QUAL �`o M//y F.G. P.L. 5 MIN. ' 12' TYP. (10' MIN.) TOP/TOE OF fi A.B.S. PIPE RISER 3' MIN. F.L. 1' SLOPE SHOWN 3 i CXrX3" TEE OR 6"X,3"' ELBOW AS REQUIRED ��, 0 N PLAN 5' MIN. z 7 • NOTE- FOR BINDING F.F. ELEV. F.L. 3' MIN. z 3 AB.S. IPE A.B.S. TO P.V.C., CONTRACTOR To A D ELEV, o INV. ELEV. USE WELD-ON 194 m (SEE PLAN) SOLVENT OR EQUAL. 1 * 2%MIN.* m A B _�____L 2:1 MAX. PAD a 6"MIN. LANDSCAPE AREA DRAIN DETAIL ELEV. \ ` 6"MIN. a Mq P� v. �_ 1IYG.F.F4 6 MIN. � NOT TO SCALE ELEV. B.S.L. 12"MIN. �\ 4%MIN-20%MAX for 3' x then 2%Min-20%MAX. � 12"MIN.S'�__ EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 0 SECTION "A - A" CUFACE a ° SIDEWALK o CURB ��' DIRECTION OF FLOW 3.5" s HOLE CORE DRILLED IN CURB SID TYPICAL LOT FINISH GRADING SET INVERT OF PIPE ,r- 112" ABOVE FL. GUTTER N.T.S. -_ 3"IL A.B.S. A 5' MIN. P.L. S-0.01 MIN. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN. AT ROUGH GRADE AND PRIOR TO BUILDING CONSTRUCTION. F.L. AREA DRAIN CURB OUTLET DETAIL z 3' MIN. 1 F.L. 3' MIN. NOT TO SCALE 2. A PAVED DRAINAGE SWALE , J 6 6 ' CATCH BASIN & PIPE , OR OTHER EXTRA DEPTH SIMILAR DRAINAGE DEVICE IS o OF FOOTING TOca BE DIMENSIONED o REQUIRED WHEN A STOOP a _jFIREPLACE OR PORTION OF m ON PLANS I 1.0' OR m THE BUILDING EXTENDS WITHIN I LESS MINIMUM ESTABLISHED DRAINAGE PAD 6' IN. SETBACKS. ELEV. \ A 2%MIN. *2:1 MAX.* PAD 6 M►N. _. d 3. SEE STD. PLAN 101 FOR 12"MIN. ��� 6"MIN. ELEV' Q 0 DRIVEWAY APPROACHES. �� T 12"MIN. o r 2%MIN. o E 2:1 MAX. N Q 4%MIN-20%MAX for 3' then 2%Min-20%MAX. •n * EXCEPT BERMS LESS THAN 1' HIGH o 3' R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 N IN-GROUND UTILITY HOUSINGS X �� 99 FLOWLINE SWALE 1% MIN. (WATER METER, CABLE TV ETC.) SECTION B - B PAD TO BE INSTALLED FLUSH TO ALLOW h -- t UN-OBSTRUCTED DRAINAGE ;4;2 1/4"PER 1' o z 0-- 2. z 0 h � U 2``�`- PRODUCT 40 PRODUCT 40 PRODUCT 40 40' 08 �, Q SOD 41F USED) SHALL BE INSTALLEDFLUSWITH SWALE TO ALLOW h X WMIN. 5'MIN. r� v'MIN. x UN-OBSTRUCTED DRAINAGE L WMIN.UP TO 5' 1' P--= 000.0 P= 000.b 0 .,: ....._.._ FIG. No. 2 P.L. P= 000.0 MORE THAN 5' h/2(MAX 5') FF= 000.5 FF= 000.5 it) WMIN. 000.5 o Y NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W u� � TYPICAL SOD AND UTILITY DETAIL 2' 2' 2' �-► _ -F--- --- -- _ Z- --- F.L. -o NTS 12' TYP. 1. SECTION "A-A" APPLIES WHEN THE SEE NOTE 4 10' MIN. --' WMIN. GFF= WMIN. GFF= DIFFERENCE IN PAD ELEVATIONS # _ EXCEEDS 1.0'. HEREON GFFo 000 0 000.0 000.0 w 2. SECTION "B-B" APPLIES WHEN THE BERM TO BE m o DIFFERENCE IN PAD ELEVATIONS IS REMOVED i Z_ z " 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE PAD . N OF FOOTING IS SHOWN ON THE SHOWN ON �� r_ 2q M,4x ELEV. M� a coo co co MIN 6" IN p GRADING & STRUCTURAL PLANS, PLAN � �� 3. IN NO CASE SHALL THE SWALE PLANTER AREA TO SLOPE AWAY MAX for 3' 12"MIN. _ "�'- - o FLOWLINE BE LOWER THAN THE 4%MINN20% � """""" FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN __ Cn w then 2%MinN20%MAX. � 5' FROM BLDG. LINE. 2559 SQ.FT. 2888 SQ.FT. 3263 SQ.F'T. OF 2�. PLANTS AND SHRUBS SHALL w 2 STORY 2 STORY 2 STORY 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM SECTION ��C --- C�� 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. o FINISH FLOOR TYPICAL REARYARD GRADING PAD 4 2% PROPOSED WALKWAY ,.�... 10' TYPICAL HOUSE TYPES - PRODUCT 40 SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS p NOTE: FOOTPRINTS PLOTTED PER PLANS DATED JUNE 13, 2001 a N GROUND PLANTER DETAIL � ',x °� NTS G. ���1• o w �G �G n LLJ a_ w b� TYPICAL ELEVATION DIFFERENCE F o PRODUCT 45 rt... _1 ^ r lRF © PRODUCT 45 3 TVP-.-- OF G+V RC7 PRODUCT 45 WMIN. 5'MIN, 1 WMIN. 2 P= 000.6 Cn P= 000.0 FF= 000.5IUj P= 000.0 FF= 000.5 FF= 000.5 _ 1 45' 45' ,t 'n WMIN. ]G Li GFF= 000.0 w 52MIN. WMIN. _ U TOP OF SLOPE GFF= GFF= GFF= 000.0 000.0 000.0 . z w i z a J 2 2 U n0 qp 0 r _LL M H r TOE OF SLOPE H/3 BUT NEED NOT c� EXCEED 40' MAX, z 2713 SQ.FT. 2939 SQ.FT. 3340 SQ.F'T. DIAL TWO WORKING 2 STORY 2 STORY 2 STORY :E BEFORE DAYS BEFORE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE YOU DIG YOU DIG TOLL FREE 1 -800---227--w2600 SETBACK FROM DECENDINGSLOPE TYPICAL HOUSE TYPES - PRODUCT 45 I' NTS A PUBLIC SERVICE BY SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS o UNDERGROUND SERVICE ALERT z NOTE: FOOTPRINTS PLOTTED PER PLANS DATED AUGUST 22, 2001 m SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP N0. 010059 SHEET NO. pFESS��\ } IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE �,Q U N` "Y O F RIVERSIDE Qa Hq�� FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF HUpOLfST� ,� r INLAND EMPIRE REGION AN ASPHALT DWY. f45' N. of C/L RANCHO CALIF. RD. IN AN � 2 a 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE #1751190E TRACT N0. 23066 2 N fa N0, 58020 ' RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN prr p*xw signM p responsible n9 y i EXP. 6/30/02 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS MODEL SITE LOTS 1 -3 & 6 -8 3 The 'vale en n these Ions is res srble for assuri the accurac ,1 � OF SHTS. � and acceptabi!Ity of the design hereon. In the event of discrepancies arising after 1� ��. PREPARED R.C.E. N0. 58020 � CrvY+- FOR W.O. COUNTY o county approval or during construction, the pnvate engineer shall 6e responsible MARK BY DATE APPR. DATE 1\ F pQ- for determining an acceptable solution or revising the plans for approval by REVISIONS Or 0" SCALE: the county. ENGINEER COUNTY ��\\��cA �_�� JANUARY 2D01 AS SHOWN AS SHOWN 0919-23066 FILE N0. � PAUL UDDLEST N, JR. R.C.E.58020 DATE H. V: h Nam ESTIMATE OF Q UANTI TIES NO. DESCRIPTION QUANTITY UNIT 1 LANDSCAPE AREA DRAIN PER DETAIL HEREON. 2 EACH 2 CURB OUTLET PER DETAIL HEREON. 2 EACH 3 X A.B.S. PIPE 101 L.F. I loo-O , •��, � . ACO �$ w A ♦O ~ ` O PARKING 4 w � nI /� 0.� 1 .5 16 50 v, -�-- --- fi0.47' 1 .73' P=1184.2 co l - / MODEL � MODEL 68 �p w 1 J 99.76' `'__� \\ 7 118 • MODEL --- MODEL PRODUCT 45 P S 1% MIN. f• � PRODUCT' .0 w c•Nc•e• �� r PARKING a PLAN 1 J - p 45 / .5x ~' o•a' P= i 185.2 0 '-�`i/�' ° �. r � _ 2CO � F= P LO �!r• r o F F 1185.7 z r a.o P ~ 11g8 1 pR v- d• N � F. Ick 0 3 4pU �P• 3 � Z ° U_ 20� °'r _ 188.6 of o.Jp CT 4s - U_00 �, P 1184.3 0. .�� ,� 44N ,3 g II 0 T ( 6.4 1 j J 7 0. of D. A� a 8--fit.. II ._'a'`�'� 4~ FF X92 .,7 CL I GFIF aFP -119z_%5 4' En 24 8' �' m 1185.2 dT GF � D� � $ 1183.0 � � �� . � G rn,�v. � � i 188.1 �• �`° r�9 C LD OD ?1� , 2 �4' �° D�• o �, i 182.s rC >� `�' `3 ,moo MODEL �,N. F.L.-G, .� 58. s r� E 1% 56-96 E' G°F P-1196.4 0 r'83s °' ,�, .s .94 r l�F H.,c? M8.1°o .r •o 192 a' cin A �°MQ' �.76 ? AN 1182.73 •J'' � s' �2' p a - w CU �y 1 T� 1181. y �/ FcNau 2 ,� `per 1 i85.Q6 `51.9 2 �, `' `r ,, ~�o ``• �r� FL �� -��� ---�� 2 "- FLNoU 2 y,• 1191',G� i CD Ott Q• OS I' D D,c• I �- cA ' cn ° >� NUE C ! NE � 99• �' 182.1 c w � dam c6 FL 00 1 0-U_ d o-0 151.5 \0 LO "� Q ��� ►lir N 1 MODEL 9!! . _- 1180 t j � `S6 , o Cn c� L.Li 11�3Ld 0 . r 1 C 1 t TC O s00rrr ..rrr ".. rr "'Oms�wr-_-------•r------------ ��r 00 1 rc ' rrrwrrrrrrrrrr ` �� ~r - 1Lli �9 �_ _ -• ct rrrrrrr+rr++ - . " r"' 1,✓ CL 1LLJ 78 J0 - w 1115 •' a' r , , PIP std Ice �Ol� r ♦ j� ...« �~ rr+rrrrrrr"r"r+r -i1 _�� �y_ "�rr"�rrrrrrrrr X go r�do ..rte ---------- Y, -doe K .. ,..r 'rAA r _ 1 � _•_.err .. Lj do 1 f 'wow to rrr bSk %16 DIAL TWO WORKING r '\64 13EFORE DAYS BEFORE �- � r � ��� $,��d►�y'''�'�a�' u( Y O U DIG YOU U DIG ♦r_rdo do V5 ��'•(ov 0 01� TOLL FREE 1 -800--227- 600 . A PUBLIC SERVICE BY 'ISO- UNDERGROUND UNDERGROUND SERVICE ALERT z �" I z m SEAL-ENGINEER "" HUNSAKER & ASSC)CIATES BENCHMARK. IP NO, 010059 SHEET No. ,. pFCSS r���� s¢"' r IRVINE, INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY O F RIVERSIDE QR ONq Y r FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. t 12 W. OF 3 cn °oc <F�1 INLAND EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN TRACT N0. 230fifi-2 `° ��� • °y � 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2' W. OF UTILITY POLE #1751190E � RIVERSIDE CA 92504 (909)352-7200 ELEVATION - 1230.58 PRECISE GRADING PLAN NO. 58020 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS _ . . the private engineer signing these plans is responsible for assuring the accuracyCn r EXP, 6/30/02 MODEL SITE LOTS 1 3 & 6 8 of SHTS. and acceptability of the design hereon. In the event of dis mpancies arising after !� �� ��.j PREPARED R.C.E. N0. 58020 0 county approval or during construction, the private engineer shall be responsible '�� c xvixFOR W.O. GO U NTY MARK BY DATE APPR. DATE `��t OF CA�11 JANUARY 2001 SCALE: FILE NO. for determining an acceptable solution or >evising the plans for approval by REVISIONS ���`�` H. AS SHOWN V. AS SHOWN 0919-23066 the county. ENGINEER COUNTY PAU HUDDLESTON, JR. R.C.E.58020 DATE