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HomeMy WebLinkAboutLot 20-29, 44-55 Precise Grading ES TIMA TE OF QUAN Tr TIES GENERAL NOTES NO, DESCRIPTILIN QUANTITY UNIT 1 laIVID�:SEA L ►�1� taETat H➢EI�E4� p spy 1. 3131 grading shall conform to the Uniform Building Cade, Appendix ChapterPRECISEGRADINGPLAN 2 cuw*® (91J1'CET � t�€Taut >�c�u o �r as amended by Ordinance No. 457. F?,o� �"' ae.& :SPE o LF. 2. All property corners shall be clear) delineated in the field IC P.C.C. � SIN" PR DUAX ON � 2 ase s�F p p y y prior to commencement of any construction of any construction/grading. TRA CT NO# 2 23066 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. PHASE 2 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. LOTS 20 29 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. 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 P'ARCE'L I � 0� �a the top of cut or fill slopes. 11. "No obstruction of flood plains or natural water courses shall be permitted." 24;387' 85" p�/�, 1 �/�-20 81 OPEN SPACE 12. All existing drainage courses, on the project site must continue to function, 77 78 79 80 40 especially during storm conditions. Protective measures and temporary 75 76 41 39 drainage provisions must be used to ' grading p protect adjoining properties during I 71 72 73 4 �v 42 g g operations. 68 69 70 Ry 43 38 _ CONTRACMR9S 62 63 66 67 PRIVATE 45 13. Finish., grade shall be sloped away from all exterior walls at not less than 64 65 ®A�cjY 48 47 i CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE" AND COMPLETE RESPONSIBILITY 1/2" per foot for a minimum of 3'. 51 50 49 37 FOR JOB SITE CONDITIONS DURING THE" COURSE OF CONSTRUCTION OF THIS 53 52 36 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be / 57 56 55 54 � REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL planted, with grass or ground cover to protect the slope from erosion and ']', NO. (� � 59 35 WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND instability in accordance with Ordinance No. 457 prior to final grading inspection. 2 J 61 60 % HOLD THE OWNER AND� THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, g g P 34 84 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE p�P�� � f""w� .w��w�.. w��...w�..�.� ...r 33 N SPA OF THE OWNER OR THE ENGINEER. 15. EROSION CONTROL: All slopes required to be planted shall be provided SEE �T' with rosea ice .plant (or equal) ground cover at 12" on center. Slopes PA 24387 � 3 � exceeding 15 in vertical height shall be planted with approved trees �'�' ! 321THE EXISTENCE" AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES � spaced not to exceed 20 on center or shrubs not to exceed 10', or a P.M.S. 1841- 2Q ��' 30 31 SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. i combination ar shrubs and trees not to exceed 15' in addition to a gross 4 � cv 9 ' 29 TO THE BEST Of OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT mix or ground cover.. Slopes exceeding 4' in vertical height shall be provided Q 5 6 ago* 28 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL o with. an in-ground irrigation system. Slopes equal to or less than 4', may 3 7 8 r' 26 27 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER be irrigated by hose bib located at the stop or toe of the ,slope, spaced to pr"E'L 2 O 9 24 25 �I) LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR a make use of a hose no longer than 50 in length. The irrigation system shall be t-- 10 11 1212022 23 1E THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. 13 14 15 16 17 18 19 21 provided with an appropriate backflow device per U.P.C., Chapter 10. PM 24;987' � �Q 84 p►� N ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 16. All grading shall be done in conformance with recommendations of the pJ\A9- 1641-5-20 �� AND ARE TO BE CONSTRUCTED PER SE=PARATE PERMIT 83 a OPEN SPACE updated soils engineering report by Geo Soils Inc. dated January 27, 1998. oN SPA � � --� -�� fes_ Two sets of the final compaction report shall be submitted to the �� �� r CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL i Building and Safety Department which shall include foundation design recom- �_ REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. ' mendations and certification that grading has been done in conformance with the ��---- �'" ------ --�� recommendations of the site investigation report. J ° 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, CD keyed and benched into firm natural soil for full support. Preparation shall be approved by a suitably qualified and registered professional prior to placement 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 whoG A R �✓ T� N shall submit a final compaction report for all fills over 1' deep. e T.C, TOP OF CURB 100 EXIST. CONTOUR 19. 100--�.._ PROP, - CONTOUR N Final compaction report will be required for all fills greater that 1'. F.L. FLOWLINE ELEV, ., T.G. TOP OF GRA TE ---- PROPER T Y L INE 20. A suitable qualified and registeredprofessional shall submit to, the G.B. GRADE BREAK v ,figg DAYLIGHT LINE n Building and Safety Department written certification of completion of F.G. FINISH GRADES SHEET FLOW RATE Ld rough grading in accordance with the approved grading plan prior to R.G. ROUGH GRADE GRADED SWALE 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 FLOWLINE of building pad elevation. Where specific elevations are required, the F.F. FINISH FLOOR ELEV, 0"~'`S',....,/ SUBDRAIN N elevation (with respect to mean sea level) shall be given. If an elevation G.F.F. GARAGE FINISH FLUOR _ �.. _ AREA DRAIN � B.V.C. BEGIN VERTICAL `CURVE N with respect to adjacent ground surface is required, the actual distance TDP OF SL N above the adjacent ground shall be given, E.V,C. END VERTICAL CURVE TOE OF SLOPE A suitably qualified and registered professional shall submit to, the P.L PL7INT OF INTERSECTION RETAINING WALL o 22. .. Building and Safety Department written certification of completion of EP. EDGE OF PAVEMENT � FIRE HYDRANT � final grading in accordance with the approved plans for all grading A DE R TON: T,W. TQP OF WALL ELEV, 3 ---o STREET LIGHT designated as engineered grading' . � � T.F. TDP OF FOOTING ELEV, SOUND OR SCREEN WA � LOTS 20 THROUGH 29 INCLUSIVE OF TRACT NO. 23066--2 AS RLED WALL ��5 D,F, DEEPEN F00 TING DEEPENED FOOTING a- 23. The contractor shall notify the District Building and Safety Department /N 800K 315 PAGES 73 THROUGH 78, INCLUSIVE OF MAPS, L, LENGTH o�4 v °3F � at least 24 hours in advance requesting finish lot grade. and drainage RECORDS OF RIVERSIDE COUNTY, CALIFORNIA -, 15 �g. 9, WATER MUTER ¢ g inspection. This inspection must be approved prior, to building permit DW Y, DRI VEWA Y CATCH BASIN & L17CAL DEPRESSI17N final inspection for each lot. N.T. S NOT TO SCALE 3, DEPTH OF REQ*'D OVER EXCAVATION o = 24. Contractor shall notify Underground Service Alert, two days before you P.U.E. PUBLIC UTILITY EASEMENT z dig at 1 --800--422--4133. Q T-OP'_01"'GRAPHIC SURKYSOURCE w AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: a ROBERT J. LUNG & ASSOCIATES 79 z 2832 Walnut Avenue, Suite E Tustin, Co. 92780 ..-EARTHWORK ESTIMATE F�wTZ 5 ,. -t`� ° r� � - of (714) 832-2077 � A x Q '+` , -�^1 Sp,F� G ( .. P - (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) 0(0' , CA A Sol Ot TOTAL CUT....................500 C.Y. I ��� og� g ��00%!! 00 46% 0 100 200 400 600 800 x p, .'�qo . W 15 µAW TOTAL FILL....................50o C.Y. �` � y�����sn ppco���o� R� NOTE'IV . Ppp`°�0011 �` yof song" RICHMOND AMERICAN HOMES � e P 1; k peTo rQ'\�\c ',_13 .� PETRA GEOTECHNICAL INC. ��� 104 WEST GRAND AVENUE, SUITE A 7620 Commerce Center- Drive, Suite 103 SCALES 1"=200' THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ES71MAit OF THE ACTU VOLUMES DIAL TWO WORKING ESCONDIDO, CALIFORNIA 92025 Temecula, Co. 92590 SITE OF MATERIAL CUT AND FILLED. THESE QUANTITIES. ARE FOR ESTIMATING AND BONDING z BEFORE . DAYS BEFORE (760)745-1605 (909) 699-6193 ,. MAP PURPOSES ONLY THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES YOUDSC YOU DIG YMN7YN.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--2600 CONSTRUCTION MAY VARY pp A PUBLIC SERVICE BY - UNDERGROUND SERVICE ALERT o � --� SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: ►,�O, SHEET No. m , .. Q�Vrrr- S 7 s�k< r' IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27--81 IN CONCRETE q FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. *12' W. OF COUNTOE R��E DE INL&" EMPIRE REGION AN ASPHALT DWY. t45, N. OF CA RANCHO CALIF. RD. IN AN TRACT23066-2C ;;,„; 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2 W. OF UTILITY POLE 11751190E w "" Y' ELEVATION 1230.5fi 0 ,� NO. 58020 %' rte,� RIVERSIDE CA 92504 19091352-7200 PRECISE GRADING PLAN N The p** enow s o* these Plans is response for off' the accumcy �a EXP. 6i30/02 �� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE;. 2 LOTS ,�Q-Z9 1 �� �. PREPARED OF 3 SI-ITS. n o�nd acceptbbility of the design hereon. In the event of drs�cmpandes MOM after w � � R.C.E. N0. 58020 0 county appravo/ or durrnr7 cor►struction, the private engineer shall be responsr�le MARK BY DATE APPR. DATE ' clv��- FOR W.O. 0 for deternrinmg an acceptable solution► or revising the plans for opprova! by REVISIONS cA��Foe` S '4- SCALE:the COUNTY county. ENGINEER COUNTY PAUL HUDDLESTON, JV R.C.E.58020 DATE H: AS SHOWN V: AS SHOWN 0076--230662 FILE NO. T G. ELEV: g" SPEED--D-BASIN LOT No. N.D.S. No. 20 (GREEN) �`' � (SEE PL4� ,A- OR APPROVED EQUAL M/Al. F. P.L. 5 MIN. 12' TYP. (10' MIN.) TOP/TOE OF C A.B.S. PIPE RISER 3' MIN F.L. 1V SLOPE SHOWN ON PLAN 6'X3"X3" IEE OR 6"X3" E1"AS � ��� � C �, � 5' MIN. w T_ LZ z F.L. NOTE.- FOR BINDING F.F. ELEV 3' MIN. _z 3 A.B.S. PE A.B.S. TO AVC* PAD ELEV. o _ INV, ELEV. USSWELD—ON°194 cn m SOLVE OR EQUAL. 2%M IN. o (SEE PLAN) A i3 *2:1 MAX.* m PAD 6 MIN. PAD LANDSCAPE AREA DRAIN DETAIL ELEV. \\ s"MIN. a Mqx ELEV. , P.L. -» - 1 NOT r0 SCALE G.F.F ELEV. B.S.L. 12" MIN. 6 MIN. 4 �� 3 MIN. 4%MIN-20%MAX for 3' F.L. ` then 2%Min-20%MAX. 2' MIN. 1 1' m 12" IN. 5 » * EXCEPT BERMS LESS THAN 1' HIGH z FIREPLACES MAY BE CONSTRUCTED AT 1 1/2 TO 1 D �� �� 2%MIN. SECTION A — A m *2:1 MAX.* PAVED DRAINAGE SWALE CU FACE* ° * 'SIDEWALK v CURB -1 DIRECTION OF FLOW PAD 6"MIN. ELEV. \ 1 ?1 G.F.F. ELEV. qk 3.RI�1� CURB TYPICAL LOT FINISH GRADING \ 2%MIN. 20%MAX. SET INVERT OF PIPE N.T.S. 1/r ABOVE FL. GUTTERCONSTRUCT 3' WIDE X 4" THICK P.C.C. DRAINAGE SWALE PER COUNTY RECOMMENDATIONS Jr A.B.S. O P.L. SIDEWALK S=0.01 MIN. 1. SWALES TO BE CUT IN AT 1% MIN. 5 MIN. 5 MIN. S ECTI O N "D — D AT ROUGH GRADE AND PRIOR TO _ CURB FACE AREA DRAIN CURB OUTLET DETAIL BUILDING CONSTRUCTION. 3' MIN. F1 12"1 F.L. 3' MIN. W N.T.S. G (J DETAIL 2. A PAVED DRAINAGE SWALE -, 6'6 " PAVED SWALE PLAN VI EW NOT TO SCALE z CATCH BASIN & PIPE EXTRA DEPTH OR OTHER OF FOOTING TO SIMILAR DRAINAGE DEVICE IS o BE DIMENSIONED o N.T.S. REQUIRED WHEN A STOOP m ON PLANS 1.0' OR m FIREPLACE OR PORTION OF THE BUILDING EXTENDS WITHIN I LESS PAVED SWALE DETAIL MINIMUM ESTABLISHED DRAINAGE PAD 6 IN. SETBACKS. ELEV. MIN \ ° . �i.---- *2:1 MAX.*. PAD 6"MIN. 1 e � N.T.S. 3. SEE STD. PLAN 101 FOR 12"MIN. �\ 6"MIN. ELEV. Q� \ (TO BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5 DRIVEWAY APPROACHES. ---� 12 MIN. r 2%MIN. e 2:1 MAX, rn 4%MINN20%MAX for 3' o then 2%Min-20%MAX. ci I Q * EXCEPT BERMS LESS THAN 1' HIGH r7 R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 3' 0 cn IN-GROUND LMLITY HOUSINGS X �a » OWLINE SWALE 1 MIN, (WATER METER, CABLE TV ETC.) SECTION B - B Q PAD TO BE INSTALLED FLUSH TO ALLOW h -- UN-OBSTRUCTED DRAINAGE 4.2% 1/4"PER 1' a Z— h aD SODIF USED SHALL BE INSTALLED h X rn FLUSH WITH SALE TO ALLOW ' •.� . UN-OBSTRUCTED DRAINAGE '` FIG. N O. 2 UP TO 5 1 P.L. MORE THAN 5' h/2(MAX 5') NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W TYPICA ND UT&ITY QETAI 2' 2' 2' ,. F.L. w N NTS 1. SECTION "A-A" APPLIES WHEN THE 4 10' MIN. z SEE NOTE DIFFERENCE IN PAD ELEVATIONS # EXCEEDS 1.0'. HEREON © �- BERM TO BE In cwt 2. SECTION "B-B" APPLIES WHEN THE REMOVED DIFFERENCE IN PAD ELEVATIONS IS 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE4/ PAD N OF FOOTING IS SHOWN ON THE SHOWN ON MAX MAX ELEV• 6"M IN. GRADING & STRUCTURAL PLANS. PLAN �� T MIN. a 1 IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3'� `i 2"MIN. 0 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 2X. PLANTS AND SHRUBS SHALL 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM » 91 LLJ o• NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C — C AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. FINISH FLOOR TYPICAL REARYARD GRADING PAD 2� PROPOSED WALKWAY N 271; • o N �p o N QRQUND PLANUR., TAIL ���'' x °' z ----- ---- NTS G. c z v bi .- w �G 2yo .�G PRODUCT 40 PRODUCT 40 PRODUCT 40 a_ Lij 51AN. 5'MIN. S"MIN. 2 5't�IN. 3 w P= 000.0 P= 000.0 P= 000.0 FF= 000.5 - FF= 000.5 - FF== 000.5 1 w -L s 5'A*N. TYPICAL L ENCE . ZTZ IN. 5 MIN. Q TDP OF CURB GFF= GFF= c,FF= 0. 000 000.0 000.0W o OD 'OD o U TOP OF SLOPE ' 2559 SQ.FT. 2888 SQ.FT. 3263 SQ.FT. w 2 STORY 2 STORY 2 STORY 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 4' H �� °'� OF 6 TYPICAL HOUSE TYPES _ PRODUCT 40 _,c:�� '�-�r��Nsg �� ,�,� . + TOE OF SLOPE H/3 BUT NEED NOT a��O�NG D � �`���y 6 o DIAL EXCEED 40MAX, SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS gu��'Rp�1 �,p�co oks ��0 TWO WORKING NOTE. FOOTPRINTS PLOTTED PER PLANS DATED JUNE 13, 2001 ppP Eo 1S $����0 y��4��,�g•�rnr, � vA trP ` ?6111\00) � ,��+pp�va�Q o�cA BEFORE DAYS BEFORE �� ��� �� YOU DIG YOU DIG ��&� t �g`a s00 c0 0 �h 0r P o o r P�c,��t��\�`0�9 K�P�0 p e pyo e. TOLL FREE 1 —800-227-2600 NTS A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT z I z m SEAL—ENGINEER w, xt HUNS�ER �C ASSOCIATES BENCHMARK:. LP r�C). SHEET N0. ' QRpF r, FBRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE IRVINE INC COUNTY TY O E RIVERSIDE , '' �� ° � INLAND EMPIRE R AN ASPHALT DWYWt450 OF STAGE RD. W. OF 0 . �. S,o �, REGION c/L RANG o CALIF. RD. IN AN TRACT NO. 23066--'3 � 2900 ADAMS STREET, SUITE A-15 UNMAPROVED AREA f2 W. OF UTILITY POLE #1751190E N !2 a b �� RIVERSIDE CA 92504 (909)352•-7200 ELEVATION = 1:>.30.56 PRECISE GRADING PLAN the r 1 these fix a the acc No. Ss0/o Q PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS f , . W °`P• s��°�°� PHASE 2 LOTS 44-55 aF SHTS. � �signing l �� 1 a � a and ocMtob##y o the design hereon In the event of a�repancks amng after h s PREPAREDV 5802 coup or during c»nstruction the to beer shall be m sVe R.C.E. NO. ; � � � �" � �► MARK BY DATE APPR. DATE � �F IV I� o'� � FOR W.O. COUNTY o for determk* an xceptable solution or revising the plans far c�proval by REVISIONS °F cA►-� GALE: FI LE NO. Me camty. ENGINEER COUNTY PAULP. HUDDL 0 , A R.C.E.58020 DATE H: AS SHOWN V: AS SHOWN 0076--230662 ESTIMATE OF QUANTITIES NO. DESCRIP77ON QUANTITY UNI 1 LSE AREA DRAW PER DETAIL ON SNEEI`2 a EACH 2 CURB OUTU r PER DETAIL ON SHEET 2 0 EACH 3 X AB.S. PIPE QLF. 4 ,C P.C.G"". coAcRm swALE PER DErAAL JoN -vyErr 2 198 SF. 30 / � � ^i Ca Wt,a► Ell 29 28 .� � ,,�Lam" �, A� "c � .. o.�� '� ,� A � �•. " '-a F� -_ - �� r234 � 5�2. �5 • , of � �.I g � ,.,.,. 12J5.4 27 27 H.P- 0 ,Ir .� 2 26 y,A 5 ' �� 2 r 1•J6 V0 � F - 225 , �J� 5�3 `�• ` c _ g� • ,pRo QV-13` GF�6. �s 1230 4 1 �2 �. p7 r?�2 Arg a� 7 ? `L F1000 ,, H.P 8 .4 .PR��•C q 122 5 m ' '� 1 o " T .1400, F "'• F� oo. ? GFFIr- .S T -^- -- - 229 ��.30' �'� >2309 1 r �a. Pz 35.Z of ,�`1► 6• �1 I _ �_. �'� 2� �P �'_ e 12 _ CT ..r- - h W 45 F vo F'" D r, QS .� 3 - - 5 .�- . �ti o 14.98 r2 9 p °V� ` F o GF�I o f aF ACL 1220 22 X59.07 �' 1 i 23 H12 2 0 � � FF-0 � r? \V � 1235.1 � F.� (�o _-, 3,1 o G .yap � 777- B. - -• --- "' 33.52 1 a V 27a r 1 123 6 �'Z, f ,� �r O'►�`''"i -* 1 45 t (� 33. �'� -•- 58.5Q' �� r apUC p o 12 3 -a N ry Q PR o © d 22.82' Fla r Gt �� vr~r'� ' �� y O �- �$g' �Q / N T N y 3r 45 0. 1 O rn _ 5 Fo, 7 pROD� 31.2 z. GFF' -- ,3,� / °- 12 `s • ,�__ ,�titiQ 5.6 o PRoovct '� 4 - 5 o F- 1231•� FFA 12 F•� \ ,• 1 _ 2D 9. 4 F G 5. I ' _a �` o - P r 122 p•0 o�oF ', J1-- 1233.1 p F. C .. �� '� w_ •5 4FF 123 p. 12332 5a 89 F CD PRODU- 45 6.4 PRODucT 45 0 o '- 1' .>. p� 1227.3 , •s 1CT 45 -�` . o ° FF 1227.8 �A- 3 , ��- , z. N,�,y�'��r,' F�,�c. F �( \ � ri P= 1223.4 cp = 1225.6 'o `°° 31 oo r?2 123 .2 F c FF= 1223.9 '.I P z w FF 1226.1 �, � GFF 0 1 � ���'� 63�� �' \ .• o 1221.5 -- `� G ' ,2 1228• N �ti�� \ �� / . - 1222.0 z o7 -n- 1227. F� o `'• S \ �� / 00 o I •5 � _FL_. o GFF= � 4 4' .� .• � I` 1223.4 r GFF= ` GFF- _ N F 6 FS \ .•' / IN D IN :,/ 1 1. 227. - - �, .r 9 \ 3r ... •cti � 1225.6 1 ,� � F �'_\ l 6 �- ,,• GFF= c 4' 1 � ,.,o \ _ I GFF= h 8 s. 64.2 •� T 000p 1221.5 59 _ �• �� of -- �' F �- - •• 0 1223. pmt �' �,- ��' f L.ti B 6 03'.r ,r ��' � • dOJillN , �V .. 64.24 ' .. ,C• ,O J• r 1 ^r- " err .. 40 LLJ �� ► �o, nLi...................... �� - � �� - rte.-' � � 69 � .*:►' � (PRIVATE SIRE } J�, .-•� . --• Q do . r ......... dp 100004, do IN r•�r r +rrrr Mr •� 1\ �. r• rim N do dill Zgo .9millillill' .01 10 00 Lij ..r• --,mar-wwrwrr r+ ~++� � M_-- - ...r• r 67 -_ -"�-- wwww - 0 I rrnrwrrw--ww--�r�w--wr.-wrrwwwwww-www�r--w--wry-ww-wr•rrw..wr-wwrrrwrrw-rr-- rw- ---•- - rr ~ V � .••r'r� . -„ w .. ' •ter . r- ~ ,. 66 _r r�••..� r W Jill, 2 0 15 30 60 90 120 65 w �„ • - ;;•. _ 6J 64 z s► -....-•rrr U SCALE: 1"--30' - ' r...----• -- �rrr d PARKWAYSol 0DH -.. - ---- +-wr"-w--- rw--ww-■rrrw------rr--wn-w-w-----ir---w--------wr-- ' z W . ,... J G U OFQ ov Vo DIAL. TWO WORKING k3v��R0��"�� poop a'�A\! BEFORE DAYS BEFORE Pp �o�� �s�ggv`�,em \0'401- YOU DIG � YOU DIG `��rapp g�aka .ob uo t 0 a of pro or tirg 1 TOLL FREE 1 -800-227-2600 A PUBLIC SERVICE BY p�a� UNDERGROUND SERVICE ALERT z z Fn SEAL-ENGINEER �, HUN,SAKER & ASSOCIATES BENCHMARK: IP NO. O 1 0059 SHEET N0. IRVINE INC OV ESS/ �° yr A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE COUNTY O F" RIVERSIDE QR �° FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE FAD. *12' W. OF wp HUDD�4- ! r< : D EMPIRE REGION AN ASPHALT DWY. ±45' N. OF CA RANCHO CALIF• RD. IN AN .,�. 3 ell 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2' W. OF UTILITY POLE 01751190E ��A�+T NO. 23Dfifi 2 0 �' ► - RIVERSIDE CA 92504 (909)352-7200 ELEVATION 1230.56 PRECISE GRADING PLAN " e f w N0. 58020 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS _, Plrr k engineer sigrNng plans reWsbe or ass&* flee•accuracy a EXP. a/�o/oz �� PHASE 2 LOTS 20-29 OF � SHTS. o and aoMto of the design hemm. In the e+�1►t of d� after �(�N� �. PREPARED B 5802 0 county approval or during crost>w* the private angir�er shah be respmsibk 9r o I V ��'� R.C.E. N0. v FOR W.O. COUNTY for det . . cm able solution► or Iii the for MARK BY DATE APPR. DATE F � c����° � SCALE: o enmrnmg or,*gvt gwoval by REVISIONS FILE NO. the county. ENGINEER COUNTY PAUL R. HUDDLESTON, JR. R.C.E.5E020 DATE H: AS SHOWN V. AS SHOWN o0�6-230662 .�•