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HomeMy WebLinkAboutLot 1-43,56-129 Precise Grading 1 ESTIMATE OF QUANTITIES NODESCRIPTION QUANTITY UNIT GENERAL NOTES (1) bimscor mm ~ m xrx wwoN 0 EACH PRECISE GRADING PLAN 2 CURB ovnET PER DETML HEREON. o EACH 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 3 r A.B.S. PIPE o LF. 33, as amended by Ordinance No. .457. 79 3 4" P.G.C. CONCRETE SW" PER OETML ON SHEET 2 675 S F. 2. All property corners shall be clearly delineated in the field prior toTRACTNO* . 230663 commencement of any construction of any construction/grading. 3. During rough grading operations and prior to construction of permanent drainage structures, temporary drainage control should be provided to NOTICE M COMMACTOR: Prevent ponding water and damage to adjacent properties. PHASE 3 - 12 4. Dust shall be controlled by watering or other approved methods. 79 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 5. No fill shall be placed on existing ground until the ground has been PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS cleared of weeds, debris topsoil and other deleterious material. - � 43 & 56 � 129 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL A Q�� LOTS 1 WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND - 2 6. Maximum cut and fill slope - .1. R wK P HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS 7. Stability calculations with factor of safety of at least one and five Ro PARK PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE tenth (1.5) shall be submitted by a Soils Engineer to the Building and �� �,, ` Q� -rF?AC "' JVO, 231719--1 OF THE OWNER OR THE ENGINEER. Safety Department for cut and fill slopes over 30 In vertical height. 15 ��� REDHAWK THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS slopes over 5 high. J �- •�. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT SITE _�- THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER top of cut slopes. VICINITY ASIA P LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR N.T.S. TRACT ��� ����� � �� �����L THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. 10. Minimum buildingad and drainage swale slope shall be = 1% if cut or fill ,` P 9 P ��T ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY is less than 10', 29� if cut or fill Is greater than 10'. Drainage swales � 4, shall be a minimum of 0.2' deep and be constructed a minimum of 2' from _ 0000 1 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. the top of cut or fill slopes. � � 30 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL 11. "No obstruction of flood plains or natural water courses shall be permitted." REPORT ALL DISCREPANCIES TD THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. 12. All existingdrainage courses on the project site must continue to function, 110 especially uring storm conditions. Protective measures and temporary149 1 1 1 112 9 drainage provisions must be used to protect adjoining properties during -�... f 13a grading o 9 operations. �•.� 13. Finishrade shall be sloped away from all exterior walls at not less than • �`" �. .�.� 1 ,14 1/27 per foot fora minimum of 3'. � � "� � •� 115116 117 1 a7 r� / 118 /119 14. Cut and fill slopes equal to or greater than 3 in vertical height shall be CGA _ I from erosion and / 74 planted, with grass or ground cover to protect the slope a 66 73 '�q�. SrR� 120 _ instability in accordance with Ordinance No. 457 prior to final grading inspection. 65 l 1 06 S �r 121 / 75 105 15. EROSION CONTROL: All slopes required to be planted shall be provided 1 a"4 1 43 122 with rosea ice plant (or equal) ground cover at 12" on center. Slopes 72 84 102 � exceeding15' in vertical height shall be planted with approved trees s'4 / 76 4S83 /9 P PP101 104123 spaced not to exceed 20' on center or shrubs not to exceed 10', or a ,I combination or shrubs and trees not to exceed 15' in addition to a grass AD 77. 85 1 24 N a mix or ground cover. Slopes exceeding 4' in vertical height shall be provided 71 ��A 82 1 25 / N with an in-ground irrigation system. Slopes equal to or less than 4', may 63 kyr 78 92 99 16 126 b irrigated b hose bib located at the to or toe of the slope, spaced to 93 127 e 9 Y P P P 70 ,`s�� 7 9 44 9 8 make use of a hose no longer than 50' in length. The irrigation system shall be ,► v w 17 1 28 i provided with an appropriate backflow device per U.P.C., Chapter 10. 62 �D ��`)► 80 t 86 91 ...J 15 �'(fCr 129 �0 6 9 81 4 j , �A 16. All grading shall be done in conformance with recommendations of the 61 '� � � v 94 97 18 , updated soils engineering report by Geo Soils Inc. dated January 27, 1998. , 87 90 Ef� Two sets of the final compaction report shall be submitted to the �,► 68 y� 14 °1 �` 6 Building and Safety Department which shall include foundation design recom- 0 � Q' � 19 0 mendations and certification that grading has been done in conformance with the ,, 4 95 9 6 ' recommendations of the site investigation report. 59 67 39 88 89 13 5 20 .� 7 0 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, ����P -.� N keyed and benched into firm natural soil for full support. Preparation shall be 58 ` 40 38 - aPP1( SIR EI approved b a suitablyqualified and registered professional prior to placement p��P��� w POPPY STREET) 1 2 $ 4 [�,� T�T�I 80246 off ill material. q g P 24387, Ca 21 � N 5 41 7 18. All grading shall be done under the supervision of a competent soils PMS, 1.6415-20 JT 7 C� `' 3 �� V_ engineer who shall certify that all fill has been properly placed and who 42 }, � 32 23 22 11 9 shall submit a final compaction report for all fills over 1' deep. 56 30 29 28 27 26 25 10 �' 0 4333 31 24 2 19. Final compaction report will be required for all fills greater that 1'. J5 36alla r r 20. A suitable qualified and registered professional shall submit to the40 Ld 000001�_ QQ_ X Building and Safety Department written certification of completion of 15 34 J61 W rough grading in accordance with the approved grading plan prior to - 54 44 Q and issuance of the building permit. Certification "'�"'�' � "� requesting inspection a g p � PAfr.�L. I shall include line, grade, elevation and location of cut/fill slopes. SEE SHEET amw - _._. � tb 3 5 3 24387' 21. A suitably qualified and registered professional shall submit certification of build00 ' ad elevation. Where s ecific elevations are required, the ����� 'l/ P P 5 2 �. elevation with respect to mean sea level) shall be given. If an elevation 46 -` o with respect to adjacent ground surface is required, the actual distance ` ,�,�0��'� above the adjacent ground shall be given. ;o 1 +/,4 � � o�r�b 22. A suitably qualified and registered professional shall submit to the 47 r -�� `D ��-. O`� $� ��`�, � Q Buildingand Safety Department written certification of completion of �- �4/�/ �9 o� 90 '4a�°0� 40� 0- final Y P � '� L� �' � Quo� final grading in accordance with the approved plans for all grading 50 OV40- o designated as "engineered grading". 48 LEGAL DESCRIPTION: '� �►�t.1`\s_,� w -cc A � Q 23. The contractor shall notify the District Building and Safety Department a LOT'S 1-43 & 56--129, INCLUSIVE, OF TRACT NO. 23066-3, AS 1 e� g� � at least 24 hours in advance requesting finish lot grade and drainage O_ 49 FILED /N BOOK 315, PAGES 85 THROUGH 90, INLCUSIVE, �► " W inspection. This inspection must be approved prior to building permit I �- _ OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA final inspection for each lot. LEGEND --OF AMBEMATIONS A__SWBW 24. Contractor shall notify Underground Service Alert, two days before you T.C. TOP OF CURB - 100 M____.• EXIST. CONTOUR dig at 1- 800-422-4133. F.L. FL0WLINE ELEV. ""-1Op---, PROP, CONTOUR EARTHWORK ESTIMATE T.G. TOP OF GRATE PROPERTY LINE G.B. GRADE BREAK �� DAYLIGHT LINE 'v''r: r' PDGRAMI"URKY SOUR E: :., EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) F.G. FINISH GRADE 2%� SHEET FLOW RATE R.G. ROUGH GRADE ---- GRADED SWALE AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: QF.S. FINISH SURFACE CENTERLINE TOTAL CUT....................59850 C.Y. ROBERT J. LUNG do ASSOC'IATE'S INV, INVERT OF DRAIN o� Q SWALE HIGH PDINT 2832 Walnut Avenue, Suite E TOTAL FILL....................5,850 C.Y. P. PAD ELEVATION FLOWLI � z W Tustin, Co. 92780 NOTE F.F. FINISH FLOOR ELEV. �`"�5..,.� StIBDRAIN (714) 832-2477 G F.F. GARAGE FINISH FLOOR � AREA DRAIN 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 B.V.C. BEGIN VERTICAL CURVE ,J ✓f TOP OF SLOPE PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES E.V.C. END VERTICAL CURVE`r+"r: w _ TOE OF SLOPE FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ONP.I. POINT OF INTERSECTION RETAINING WALL DI GAVE R' FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING E.P. EDGE OF PAVEMENT FIRE HYDRANT O DIAL QWNER." TREET LIGHT TWO WORKING R K I N G CONSTRUCTION MAY VARY. T,W. TDP OF WALL ELEV. DAYS BEFORE RICHMOND AMERICAN HOMES PETRA GEOTECHNICAL, INC. �� S N R SCREEN WALL � BEFORE D T.F. TDP OF FOLI TING ELEV, YOU DIG )D4 WEST GRAND AVENUE, SUITE A 7620 Commerce Center Drive, Suite 103 SOUPDN D FOOTING YOU DIG Temecula, Co. 92590 ESSCONDIDO, CALIFORNIA 92025 0 50 100 200 300 400 D.F. DEEPEN FOOTING o DE �' F• o �' F• WATER METER TOLL FREE 1 -800-227-2fi00 (7fi0)745--1605 (909) fi99--fi193 L. LENGTH .�. •�• DW Y. DRIVEWAY � CA TCH BASIN & LOCAL DEPRESSION A PUBLIC SERVICE BY SCALE, 1'=100' N.T.S. NOT TO SCALE 3- p,X DEPTH OF REOID OVER EXCAVATION UNDERGROUND SERVICE ALERT P.U.E. PUBLIC UTILITY EASEMENT SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO, 010060 SHEET NO. m ?, QRo�Es IRVINE, INC A BRASS DISK STAMPED RIv. co. SUR. T-27-81 �N coNCRETE COUNTY OF RIVERSIDE , FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. *12 W. OF D EMPIRE REGION kq Q, Hu�LfsT� ''� tiENLAN AN ASPHALT DW . *45' N. OF C/L RANCHO CALIF. RD. IN AN TRACT N0. 23066-r 3 2900 ADAMS STREET, SUITE A-15 UNIMPROVED D 1230.56 W. OF UTILITY POLE 1751190E °- No. 58020 � , RIVERSIDE CA 92504 (9091352-7�20oPRECISE GRADING PLAN W ExP, bi3oio2 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE 3-12 LOTS 1 --43 & 56�-129 F 5 HT `° me private a ow s9*, P� is �* �' assu*9 (fie ac�cwuq a / O S S 5 02 and occeptobil,*y of the des4n her m. In the event of discrepancies arising after �`�9 ��. PREPARED R.C.E. NQ. FOR W.O. ccx* approval or dining construdtion, the pnv�ate engme+er shall be relpo"We MARK BY DATE APPR. DATE �F I�Iu�FO�� SCALE: FILE NO. O for determining an acceptable solution or revising the plans for approval by REVISIONS CAL the county. ENGINEER COUNTY PAUL HUDDLESTON, JR. R.C.E.58 2D . DATE H; AS SHOWN V. AS SHOWN 0919-230fi6 � Aw LOT NO. T.G. ELEV. 8" SPEED-D-BASIN(( C OR APPROVED EQUAL o�� SEE PLAN M/N. F P.L. 5 MIN. 12' TYP. (10' MIN.) TOP/TOE OF z 8" A.B.S. PIPE RISER 3' MIN. F.L. 1' SLOPE SHOWN i 6"X3"X3" TEE OR 6"X3" EL6blr AS ell ON PLAN 5' MIN. z w z � 2 � F,F. ELEV. � � =•' F.L. 3' MIN. ``' 3"AB.S. PE NOTE. FOR BINDING w - A.B.S TO PV.C., PAD ELEV, o CONTRACTOR TO INV. ELEV. USE WELD-ON 194 m SEE PLAN SOLVENT OR EQUAL,. 1 2%MIN. o A B *2:1 MAX.* m PAD 4 6"MIN. LANDSCAPE AREA DRAIN DETAIL ELEV. 6"MIN. 2 r M4 k ELEV. P.L. 1 NOT TO SCALE G.F.F ELEV. B.S.L. 12"MIN. fi MIN. e �� 3 MIN. F6 4%MINS-20%MAX for 3' F.L. ti then 2%Min-20%MAX. 12"MIN. 2' MIN. 1 1' * EXCEPT BERMS LESS THAN 1 HIGH FIREPLACE MAY BE CONSTRUCTED AT 1 1/2 TO 1 _� D SECTION "A - A99 m *2:1MAX.* PAVED DRAINAGE SWALE a CU FACE* ° SIDEWALK - o ti� CURB ��' DIRECTION OF FLOW .�G' PAD fi"MIN. 1 .2 G.F.F. ELEv. ELEV. \ Mqk 3.DDRILLEDNCURB , TYPICAL LOT FINISH GRADING 2%MIN. 20%MAX. SET INVERT OF PIPE N.T.S.1/2" ABOVE FL. GUTTER CONSTRUCT 3' WIDE X 4" THICK P.C.C. DRAINAGE SWALE. SIDEWALK S=O.01SMIN. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN. P.L.- 5' MIN. ^ SECTION "D -- D" CURB FACE AT ROUGH GRADE AND PRIOR TO -- AREA DRAIN CURB OUTLET DETAIL BUILDING CONSTRUCTION. 3 MIN. 1 .. 3 MIN. N.T.S.F.L. F.L. /11 2 � � w 2. A PAVED DRAINAGE SWALE , z 6'6" z PAVED SWALE P LAN VIEW NOT TO SCALE CATCH BASIN & PIPE , OR OTHER EXTRA DEPTH�OFFOOTING TO BD SIMILAR DRAINAGE DEVICE IS c� o a REQUIRED WHEN A STOOP � E IMENSIONED N.T.S. FIREPLACE OR PORTION OF m ON PLANS I 1.0' OR m THE BUILDING EXTENDS WITHIN I LESS PAVED SWALE DETAIL MINIMUM ESTABLISHED DRAINAGE PAD 6'MIN. SETBACKS. ELEV. \ 29r.MIN. *2:1 MAX.* PAD 6 MIN. a N.T.S. 3. SEE STD. PLAN 101 FOR 12"MIN, r�\ 6"MIN. ELEV. \ (TO BE USED BY FIREPLACE WHEN DISTANCE TO P.L. OR TOE IS LESS THAN 5') rn DRIVEWAY APPROACHES. " 12"MIN. 2%MIN. o 2:1 MAX. N 4%MINN20%MAX for 3' then 2%Min-20%MAX. ct� 0 * EXCEPT BERMS LESS THAN 1' HIGH 00 R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 cv 3' IN-GROUND UTILITY HOUSINGS � � X rn (WATER METER, CABLE TV ETC.) SECTION " B -- B" a FLOW SWALE 1 X MIN. T ALLOW N PAD TO BE INSTALLED FLUSH 0 LLO h -- I UN--OBSTRUCTED DRAINAGE a 4, 1/4"PER 1' I 2$ 2% a� . . . . .. . . . . 2% Lh CL SOD (IF USED) SHALL BE INSTALLED h X FLUSH WITH SWALE TO ALLOW :.., . c !;,:' UP TO 5 1 UN--OBSTRUCTED DRAINAGE FIG. N O. 2P.L. 0 MORE THAN 5' h/2(MAX 5' NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W Y ICA509ANQo TAI 2' 2' 2' F.L. w NTS 1. SECTION "A-A" APPLIES WHEN THE 12 NP' DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. ? EXCEEDS 1.0'. HEREON U` 0 2. SECTION "B--B" APPLIES WHEN THE BERM TO BE m o DIFFERENCE IN PAD ELEVATIONS 15 REMOVED TOP OF SLOPE----,,,, 5� PAD 00 1.0 OR LESS & THE EXTRA DEPTH1 OF FOOTING IS SHOWN ON THE SHOWN ON " MAX ELEV. -- GRADING & STRUCTURAL PLANS. PLAN �� .�M1N 6 MIN. In o 3, IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHINN FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. then 2%MinN20%MAX. Uj Uj OF 2%. PLANTS AND SHRUBS SHALL 3BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM 99 v9 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 � 2X 10 � o 00 p o IN G OUN P N I , '�k NTS .�G PRODUCT 40 PRODUCT 40 PRODUCT 40 w 2% 40 40 40 5'MIN. 5'MIN. 2 5'MIN. a_L 5'MIN. � Ld :+ P= 000.0 P= 000.0 P= 000.0 FF= 000.5 FF= 000.5FF= 000.5 iR w '� 5'MIN. O _ _ nDCAL ELEVA TION DIFFERENCE Z- z 5'MIN. GFF= 5'MIN. GFF= Q , TOP OF_-CURB GFF= 0.00.0 000.0 0 000.0 i z z Go 10 0o Q z 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 TYPICAL HOUSE TYPES _ PRODUCT 40 �� `� ��' ��� a H/3 BUT NEED NOT IO r'� o TOE OF SLOPE EXCEED 40' MAX. SEE ARCHITECTURALP N F P O���p� �4a� �� � p�`' Z DIAL PLANS OR COMPLETE FOUNDATION DETAILS �� p y � � .Ip TWO WORKING NOTE: FOOTPRINTS PLOTTED PER PLANS DATED FEBRUARY 5, 2002 QQ� �p� 06,0, �cP'' �`p cr BEFORE DAYS BEFORE YOU DIG YOU DIG di�dtO` OQ`,reo�,tir� TOLL FREE 1 -800--227-2500 SETBACK, JER9M OECENDINQ SWEE 1#64 NTS Q A PUBLIC SERVICE BY o UNDERGROUND SERVICE ALERT z I m SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO 010060 SHEET No. ' z� +" �� • �o!ESS IN �xr'sr IRVINE, INC A BRASS DISK STAMPED RN. CO. SUR. T--27-81 IN CONCRETE COUNTY 0 F RIVERSIDE FLUSH 60.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12 W. OF D HUDD( < D EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF RD. IN AN TRACT NO 23066-3 2 fsr°y 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2' W. OF UTILITY POLE #1751'190E N RIVERSIDE CA 92504 (909)352-7200 ELEVATION = 1230.56 PRECISE GRADING PLAN N0. 58020 � PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS cc � The pnvofe engineer•srgning these plows is respar►sll�le for assuring the accuro�cy EXP. 6/30%2 PHASE 3x--12 LOTS 1 -43 do 56-129 of J SHTS. and a�cceptabf dy of the design hereon. In die event of*cmpancles arising after PREPARED county Wvwl or during construction, the Privete engineer shall be responsible MARK BY DATE APP DATE y' F o `� R.C.E. NO. 5 02 'r clvl� �� FOR W.O. COUNTY o for determining on acceptable solution or rr°vrsing the plans for aAwmi by REVISIONS R. °�' cA��F SCALE: FILE N0. the county. ENGINEER COUNTY PAUL HUDDLESTO , JR. R.C.E.580 0 DATE H; AS SHOWN V. AS SHOWN 0076-230663 26.391 J 510' 00 AQ � -- �\ '� 0 �•C5 tip ¢' r 5 ti,�Nib � 0 � �''. . -- - '� �" 1� \\ �• r N ROpUC.r. �4 So �0 + •� 2 RODU� 40 � \ 84 2 �c 2R _ Paw. 1 0 1 t 8�5 ' � jj i F 65 � P� 1197,9 a� h _ 41,19, H.P 1t . . 1�� ..� F. 1184 0 0 0, p,Q \ 'r� v FF= 1198. a`° > / o 1 o o 5 5 4 ! t •�$,� -1`4�F �►C' . ) �U. �o S� - Q'.,�\9$ V50w: `` o A 6 to 1165, d 1182.5 .00, FF 5 g = V GF'F� •! AGFF � r p'F 1 �O M �• / N.P. 3-6 �'�� r8 r r, o°�• p Fo °.F 1 197.9 h F gy fit I h �. •� �3 P ,, z , G -, F o I 5g�� PRODUCT 40 .y , q,�'Q 'r 0 4 F� �' 9 F ap ro Z 0 0 11°3 ap �� t 1� o� �� 9 F. �F� 00 oar �, �, + .� � � � r 515 t .. z '� o I .� a_ C� W •� n, c9 66 , J M/N h��\ �� 36 /4, a,� , I� .�, T off; 1� v, �/ f,rr9 � �► � f 35 , �•� c� c3` •. 'y •� 3� ,�� �1 40 �, '� 118,2.3 b3 J o. �, 60 �.. . 'S: 00 i0 \ N �► o l �, P= 1 165.7 �,� ��°` r� ce , p. 3 �` F• H.P. %y FF- 1166 ► �� Q, S. �. �i�`� r 1 6�°-'1 '� h o�1 �' j 6' �� oh °h-�Q• °� ; -� •2 off' � �•^. o• J l•t sr 4 ' , h 0 $ /� F Rpt B Q 6 ..0. N S. � /s4 5 0 .S P WIN'.-Q1 11. GFF= j F.U. 4) •. o• GQ CA 4� 31 , 1165.7 �� � �e- `� �� S • / � , +"? N/�v +� �m• er- 1 1 ,-, • a,,�"o� . j`°�, 1 > 6 y j �o A� r I� / 4 `3 �/ ► �h C�• c'�' ��C F.C"'G.g / /[S \ 0=� '�'[ I I b+ 0 1183. 410 GG o H.P. 7Qr �-J• �� � 1�. ,`'"�• b� C�,4�0 / 44.15 y- __. / d$� gyp, 0•�. G'F •� '� I r• `.� �. w �,'J� y v h �,�•►� � 1 i ig�•a g 1ill •�y /W a o �� F.L. / TC✓ / r 18 3 ) -• F 5' pg.89' �182 G.8• © � �� �/ 38, ,�� .�ti�r 6 .G•B• / � r 7 � S,,PRC0i1CT � � •'� "'� � / •y �� 1 F.L. � �n � \ � � F. . •g � �► � �� � 83 e f- � �b�• \ I yT ../ � 4, � � .� 1 �,,� � r (J" 3 /` / � �° , D.F. r 88 r 5 8 G.B. 1 --- MIN. o� co o F '69 �• 1�. / 3 / p` PRpp�C HP - �g j p m YO b �9 r 1 ° T 40 N " 2 ra F• \ '�� N `Yv- ; �► F s• c' FFA 186 3 �� '`c° 1 N? // �� �� �' ° ! \ '��'� ^y j ,� �! f �'� -�► �\ 2� b 77,6 3 1186.8 °' z �' . Q d spi�poc, 9� ` f r - ,� cs? � � ! O% .g ,r ' ao (� •A ��ry�• •6 � �l„ •5, pw � oo. •-^ CT qr,D r• �'�,. 164•o �, o.o 3 �,o /: ' r G o JL F= 1189'86 z � 1 o� D.F 6r © yA� a 6 a, 1188 p� 8 •3 0 - i ri ... , G.g 1 r•- °b� ��8 pIlk .5 �' di=3, ,� FF_ 11$9.7 r2 CO (O i F.L p. r� !� i i S _ ��h'r oEP 1 1 -,•--_czy °A•' D7 , / N.P• , \ / \ +� V 1'852 `90.2 9 k F• io -A CU . a.5 \ ^ <,, t / �. .� FL.� GF�r_ o _/�-- z. 9 a , o 4A , a ,moo• c.B - �g3. 1 F• o,, a F. 4. 0 6• ti S 3 ry I 118 �' o•F• 64•04 \ 116 � p•F.�.�` �`� ��- '�M N\ i °•'s' 8• °' �.° �' Q N r\6 F G Pyr �' '�'-• TC `�Y' T�' '�j•+ ���� r �:j /� r, \ / �� 3o p >>8� p F. GFF� \�; MSN• Q \ , �r� 6, '+j �� 4. `Q ,9 \ `1 .� 30 N ' FL.ti s 118 `' N 4'. \ .�y, Q yy °`' �' 9 1 ! ' c.B 9.7 '� .�:'� 162,4 , I- ss9 1� / Jc' Oj -� 48 47 ��' _,.� o° 3 ►'� .c i� �• ��! ' `� 4. J'/ 4. '`�� � O n? , � 0•Q' �'• G� c 10. O p 3' I +� ,�� �� / Va ._.� •�' •'� �1l I 7 l;' �s a� ! \/� -�.D.F. �� ' T \ 0�• 1 F• .(� •...a 43 25 ,� �a� 115 ��`?� 'rte, p �� /� g �O - '' 71 =� �'' �' -�,'-�"`� F , TC 3' co co S U �� v� ao' C� \ / �,\ Q 7 t� o.U' D.F. �� 4�c 2, T -�`-� \ 4 / `� �'' 8.91 11 cn v� c Zo 1),64' TC / �� \ 8p �'�'q�• s• .�� '``--� 4 2 - C \ \ ° �' 1165.9 0- yy!! ?psO 4 6 �` \ S ti� �, °��, �• � ,�., ��• \ •��, � �, �Vi�, � w /�118 � o� �r � `. J,�." -�' � X91 0,• • •� . . �- 1� �"'• . i \ •�S ,�� 0.3 �! ti 9 S �C '1�16 �, '�� QuO ���� ( '` �. 4" / 2�r• F.L. '� 1 -_�.a...v. �• -� .. � "��4.58 �°.FrI -•. -.. _ � �„ iD I 117 . 7 ' "? -1 -► -r y �'� P 1 ,.FS 117 ' �� `° �°• `y�! \ iii p �� - r ,�°� t4 «.•ry. -� 1ss.z © �. \ o s• F.G rn r p.F A. `9�9 �� / Cb' •, `; c,, •. C7+� 47 ...��� �• ! �� �*. �; QOM `1 r� q� .�► J CIL o,.y 4.8.3' 116 . ( ` 'r J 'r��� �J�O ;n AO t` NN N� o 9 F� ° Q S�•�`q `� �`' + •� \ g 115 QIle�►,• '� p.o' \ / / .� ��W TC �''- 1 w � D �' ti`°�• � �9 ! �' � \ �� \ \ � '`'\,��'• D•F• • . �`�` � ate►7 �-� -�.. � S� q• 0.3 �! i'* '� \$ 7 r?.! # `� /✓ �'r' �3�4 , +� `�' 3 �` / w � nr �. �.-�`" 1 S S8, D.F. ,gyp. co m 0) ,� 1193 1I. Ml. --�. � y cx O' 1 fiJ•1 \ <C�C D.F / ,r rj> �,� /��'pa• p�5 ...- .-. ap 9�3 ,V7 Ci`` c`+ 7 n'd 0 ^ ��g Q 4 �► a v. g2 �° �P ^�.' 6►. s -►. 4� `y �r 11 .2s 2. c� 9V �' p 11 ,L TC `C . `�a� O t�9 `���' ►�'\ '11 F.L T / , ° �� °� �'Q CL '� C7 r - p �� '``` N A. Z o ` F G 00 y�"� '� \ \ ,•st F• �t�, ",� ^."' 4j 11 taj tr'j r� 6.1 �9 n• ' 61 bo oo h 1 g2, ti� as 1 .$ s s + 0.3' �9! D.F \ r \ F .B a �� 0 \ N, o� �.•� ,�0 °�' �, 2 N 9.F. ! �y ,��h'�vgr s 410\10 ^•� ' ;� ll 11 4 0 o gc \\ �' �`�. ` a+' 117 1 3• �? c��' 0 '� �°� o Eo -� `` °�'F. 4.. �- �\ 11 ►r �► o o \ ,�C ti4 �. 6 11 s �p v; . ' L.ti s.g \ �• 1 P o .�'� a s 1165. \ ca �- 6•- ° �. 50 71. �• \ 6.1% o �+.� 1j. 1 1 w 165. \ �` ^ '0• to ►-� o ax o ++N. 1.43 cv . 655 / .s o. : .� \ ~ o - `" - o s �, w ,9! 0. `�' �� .�C 6' 6 `` �? ,f a�°' �1 ,n , z '" Ike 0.2' �9! ! y'� rG. / �1 h Q // �S� V_ �. IA- 'r M M F. �,, o� TC 1. 7�'4 ��. ,,��ti ��' 0.0 It d� N N Q �93' 11 �8► 'n v`n, o, �' � v' �6• '� 1 'O �.'� 4 \ 11 w p `•18 --- .�, +-. - I w 116 g� F 0.F & p_ LJ_ o o s -._ ��. ca V r o _ r - _` -- _ l� H ix '� z _14111 _. MIN. / --� . , 4 < \ •may, �' `S'• m "� •`� s7 c��I� \ Q� �� 1 ° '�O� / p�5 1 `° 1 ��' ��pp��� 119¢3 c�•0 f� 7C' cn •. \ o. R� ��co � � 5.73 �� ,� � 6� � ,�1,�'S' '` / �� �h �1g�°' o o �ti• �� '� Ft. c.B � N?• � 0. fl �v�! k• TC v, 5. \� ,�69 0 ,� ,'� 4 / ` N'\ o '` t>�. °, +� ° MlN . ! Y� 9 0 15 30 60 90 120 \ 0 jc3` c03NS °� QL !`Mw D.F c� �Fi D� p.F.. \ 0 0' \ �/ c9. ` -�� F� 42 9ps' I F 6 �.0X , / vn 000' ` G �. SCALE: 1 =30 \ �, ^a. ° C b 1 o g ` '�= / ` s w o-`'' °� �. ' F- \ \ \ z > �• 1� 1 F �� ,gyp• / w ` o �o �� �; GFF= o�'�• z \ t^. \ %c- '�\ 1'�• �� / o od 1No °� 1195.7 \ ` p 3, � v�� .Osy \•` a, d q Q �'� •F- � ��• F� cow , �� 10.1 t' "v � '� ,\031 \ Froe , 40 •. r ` 0' �' \ �' 1z P= 1195.7 3 O`•'" / \ �•: . �• s ro ` , FF= 1196.2 ' - 1� a z DIAL ` Do `` o 20 \ \o\ 1 89 19 TW 0 WORKING \ \ \ O. \ o \ o- PRODUCT 40 2 '9 '` � / � ,.� Ae BEFORE DAYS BEFORE \ ` �. �� �� �, \\ �, \ YOU DIG YOU DIG \\ \ a. - �d'o `n �- '� 62� \ \ .�� \ ESTIMATE OF QUANTITIES � - o F �� �C $'�• \�,• tip° � \ . . . � ��o �P MN• s s \ \ 60.00, cv ,,,� NO. DESCRIPTION TOLL FREE 1 -800-227-2600 \ � g its `-� s �� �- ! \ \ .! 162,09' i cANvAPE AREl1 DRAIN PER DIETAI oN sHEEr 2 v A PUBLIC SERVICE BY \ 21• ^�. o,i J\ \ `ry o o d'� `.2 11�• q 3.fi' �- 2 CURB atJTLE1' PER DETAIL ON 2 % 6 \ d;n.A �' �p �. , D \ _' c9 ! DO H.P. 116 _ i 3 r A.B.S PIPE ¢ z r UNDERGROUND SERVICE ALERT , \ \ s ��/�a•a� �� -"� o� '� �� \1166• 0.3, \�, �!� cyo- F 87 \ .� �I'. 4 C P.C.C. CONCRETE S'W L N z SEAL-ENGINEER �r;;>r??; BENCHMARK: IP NO, 010060 ����` HUNSAKER & ASSOCIATES ra r IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY OF R I V E R S I D.�� �`�"�� ° QRoF>Mss to FLUSH 60.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±12' W. OF �� l�,� O OJ O NULL y ¢' D EMPIRE REGION AN ASPHALT DWY. t45' N. OF C/L RANCHO CALIF. RD. IN AN ..., o J TRACT NO. 23066 3 L Q o 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UTILITY POLE #1751190E Q i f °' "' RIVERSIDE CA 92504 (909)352-7200 ELEVATION 1230.56 PRECISE GRADING PLAN �� r N0. 58020 m w gyp. 6/3020 m PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ,,�,, s�. '�" ��o,`�� n The prbde engkw signing these pons is responsible for assuring the accuracy l PHASE E 3 12 LOTS 43 SIC 5 a�Q4�� O F � S HTS. and acceptability of the design hereon. In the event of dwreponcks air' after ��, �� PREPARED BY: R.C.E. NO. 580 0 o 1 �r C I V I �'� 4 ••'. FOR W.O. COUNTY county approval or during constrrrctron, the private engnjeEr shall be ra°sponsib/e MARK BY DATE APPR. DATE i\�F OA���° 1 SCALE: FILE NO. Q for dletermming an acc�ptab/e solutron or revising the plans for apprornl by REVISIONS H. AS SHOWN V. AS SHOWN 0076-•230663 � the county. ENGINEER COUNTY PAUL HUDD ON, JR. R.C.E. 8x20 DATEA. V ` Zti� ESTIMATE OF QUANTITIES I � �E � N- O .., -- • ' � n �, ! � MI 63 NO. DESCRIPTION � 1%;s 12.zx I I I I (PRIVATE STREET) t. �9� I � � I •,P � �:' �o� 23 O� . -'�` i UINDSCAPE AREA DRAIN PER DETAIL ON SHEET 2 $ N v 00 2 curate ouw PER DErx m sHEEr 2 9 6' QF 114. I 1 I � !�� •� `gr � �. � jj G•g � 2 "G y 75 � 3 X A.B.S PIPE F.L• •"a ` I q° .� $ 9 - ?, - •22 12' \ �• ! , , ZZ �D\' ti 1 �/ tido Ss 00� 4 4" P.C.C. CONCRETE SWALE PER DETAIL ON STET 2 JVZ ? 6`` �9� ,� 47.84 N 55. 0 19.9 ' o�`fig C���� ��00 N-•� RODUCT40 •. Z06' P ti t0 OD A / \ }}� "» Y ��� N�• F �� w `z. Z JOB �► G,n ,. 93.9 I � � �� ` , � � . , .n F.L."c. l o ° o 0.01 6� r ti~ '9 �� z cS> �. o s 11938 o I o 1''S6(. L .i� 96 L L 1.'L �0 •� '� O •VrO w 215.3 z" GFF- ,� .e. 16 2 �• I! +��0 ;� -��J . �o° o�a �� oo FF= 1215•$ oo �I� \ b aj , \ GFF= 0 1195.0 `�► O 8, L9 8 1 w ' -� �� 1s7� •9 1195.3 '' '0 . b , s471 .7rs '�v � �ss �}'� � - , �, ° j�� Z oma•, �, r A t ''9s� �� 6'S 6 L L =-qz :� 0 6 9 6 l L _�.� 9 L6�' -d r� ? ati� '` ,�� '1 a o' ?N GFF yA � •� Z i 2 3� 6� �'S6 L L = 3 0*•96 L L =d r 1'L6�' z. s� / �`L ��' o.F ° 1215.3 r �\ 3R 33 �. _ .o Opt P- 1195.0 :� �£ �' Z �� •0 / ��' �, s P= .oFF= 1195.5 z I j 9g J r r z. 1195.3 z ., I °�• w �,�j�'y a,F o �'� ti FF= 1195.8 0•5. I �' 0s, ionaoad �, Ion�°�a c1 �, F s •o 0* 1 � � �, � �F, PRODUCT 4.0 Of100ad / c+ •n G �� 36.14 .� '' ? d •r Al PRODUCT 40 � ` � I � 00 9O, !! jjs> a�6�� a�o,�� 2p5 01' 1 x MIN. 5. \ �/ '••� 1 ' o � G --�--- ' � 22.86, F• . � Dom,tT \\ \\ � C>>► ! cS \ s a a� G B cr 1 j -- $>.r 'S cry 6, �, ..... `'J a' t3� \\ t3` •p Q 20.2 \ cS • • - 1198.7 � ' � •-o (.I II N ,� � c�' ,�, tr B rn t7 W 18.3 0 -� F.L."G• 1 Z\ N Ln c -�" , • �, as ch N N o 00 o 1 Q. z 12 I ,� _.._ N 1213 00 00pRoDucT ao .5 o - N r?.�� �..� 8 101.00' I 2 ROOv � 2 , MIN. o TC L- --- '._. - o \\ Y c Cp u7 \ t p p �1 j C. n 2 __ G' \ 0 ° 101.x0 0 � ,� r9 o•,r ;, ..�► j ea 'A \ \ Olt ti��� '$ a'�' 1,, ' -I p r 1207.2 a o. '�,�o s�z ;?, .�� � �I I N o aF �O� 4 9 06' = 1207.7 x ,� _,,• .<. I -" it 11 a•� o y .� E� g N� � 0 V�( p 12�6 FF T1 N�,7 �P_ • w N W r� N 90 In" �w •z C) ANN y z -mob 4- v \ `� co 000 o I 06• � 1207.2 12IGIFFf cn V oa X27 I -MIN � .�' \ �Q� `a� � 'V �r •� QR �i Z �C"FF� 1` .o •p G`0�•J �N •5 ti .�j�.� Q��. •,�,`�' c� cS� e \` ,\ \ D.F O'� �► \ ` n z\ ° 1`Z ' 108.78' A p ,�Zo F. of �N t 2 2 11x.96 0 0 12>33 N C' w �, �o ti ro 0 0 0. .a [.',. B o O Tp �w cn 205' `�►�6 6Z �{�j it ao o 1 , � Iv g► 0.0p \ Q� w .,1 "^ �j, ' »,,,� tt t1 N 23' w it N N ..� IV Q --+• t' ?i w •�� ,�. yr C1' (r1 ,p, $ .2 o '�% a 00 � � F.1.• ,r � ' p�. � p w 8.7'Jfi 121,3 p �, N �. o '' °-' a0 , tir�� • '°? e F �, \ o,�. ,�, X00 0 `� C' F.[ti�B 104.90 r r _ _Q •� ��\ DF '�-o ° \ `- 0 4� �O ��\ \ •` ,p ' �� \ \ 1 4x.91 31 6+ , ° Y r 1V !\j r •" -., r c ' OD CpQ v I N L tiaIKlCIR � �� � N �40 e � � Wb/4' v` '� o 12• \ �r \ 3�"" \ D II o o .3 N *00 OD o,° `` \ PRIVATE S� RELT) \ �, $ ,.,. it SA a I 20 SA ►t ' '� C►>�as'o •o � �. \ � J► O C� cs' co � 4n cQ� .. -- ODo� v � O o o ��' 00 32.1 �' -n`' F.L N G.B. \ 1 x0.00' r� _ 106.37 Y 1 MI o �$'�►� N o. \�ti� ��' ! 18.14' 'j F "'� _-�- �" o N N t7 O 7t >2 cS O I NO 2 50.00 4 1 r 12 cS -�1 J Gni N F _ �6. 1 .1 o.p, i�©.p FC.�CB C� pry - 'Y1-po ,"'► a��� �.L.,' <7 a� 1201.8 ��' '�. N ,t,j� �'•LO I N {{ I{ -AWL cr 4 o B. \ ,6 0 �• s� s r cr it 21 N � n _. � NPoca �'� It :�, o _ W C4 w�, `�, G7� pZ o Rj1►�, �'� j�J Z j`J 1 •6 i., •LOZ b =�� ? 24 9 N to u4 o c� x .�` r..- 2, °�.��o o'er o =d a o�t,,>I o o m 9 �! ti aF �-o �► \\ �-� o .� ti•�.oz c� ° MI 100.00 / o ° `� -- �- 0 Y x.,Vo ` �d Z o L•g0Z �d U, �� ' 103.34' •Q�, F.LN04 AAING.B. o�-. � \ Ott �s \ \ \ N HOZ O \oZ•90Z 0; �OnGObd o;�. p [� 1 .0 b��` w s •0 '� n�d� B z q, `' o Z 4' ' -�. 0 1{ 11 "'•► w- \ o �? .2 r'V -0 N _. �„ 18 N ,� ••-'► W�► a ¢ •o 6 a ti tl - U N N r 0 8 b t \ �6 ti o� ioc�ao �, �•. .., - W 11 0 . -4` �,6 U1 N N► �o Q �, x0 \ oi► q O N N 00 10. x I o ?-- c.+oa 2 N 00 0 % ' t \ \ y o N ?os 1 '� G� [' 0 00 00 PF 1 0 •- 3� N aTa yA9 -� 26.1' w F I 1 z•MI 4' �` . o M N. a rl' S0 -6 --- ,L 100.00 ! l , o.o Ln 62 Co 29' 44.00, 56.50. 0 ,,� � \ • \ F, ^' cp �+ - �ti ,�-�6'� N 50.29' ,� M ° v+ ,, • ��► '� i 207.0 0 �' Iv cn to "'�C'' ,��,, -� �, ¢ �� H.P. 0 22 to II N N a- 2.51, Tc a�oti w `A tobD N •sem �,.- 4T' '� o PRODUCT 40 b.o p w o �DF-n \\ �� �� d �� o PRODUCT 4' o !•.- ?� ¢ 0 15 30 60 90 120 -�, -n \j�► o w v �y !V p \ o �� o PRODUCT 40 0pRODUCT 40 0 4, o`� z� ,�•e''! ti �' �j o�c�rn O .a •^ 9 O ,� F N Y , w 2 o g 99 0 1� �� - �---- 123.30, 2 $ N o qo, P= 1207.3 0° 2 �o° R _Q I� _ -- t i 49 0 SCALE: 1"=30' `'' o � r \, �' FF= P= 1208.1 1 R - ~I F. G.B. o .�� � c J'a' •F �(` � �j 1207.8 .� 08.6 ° 8.9�� b P- 1209.6 P- 1210 2 11 © ° ,y.9 \ FF•- 12 P= 120 = 10.1 FF= 1210.7 o wv ¢ % M�� ;� 'moo _ FF= 1209.4 FF 12 _ .� N o U `n NLIJ �� y G,n •$1.-a o'1i \�� GFF= �,°•o °' II •� �► Q o�. � �0.c` `6 �� 1207.3 a� � GFF= o F= `• •''�° GFF= GFF= � � i N 0° �`' �' � �' � � o ti• oD F�,p s \� •-t- .� 1208.1 0 o GF G '� ° 1210.2 I� .o iA QD o o c� tiv e,�0Z z o ,n \\ •�, , - 6 .1 .61208.9 1209.6 0 ! ,c• cx, o o�•;, 1205.E I nl o o , c> m 120 1 �" v F.L.N(,.B. 1K r F.L G.B. 1207.5 et 12 F.L.-G.B. N ."A.' O Y ° , '� 0 1 , • f N c� Oc3` .� of � � �.. c.a. �N �,F L N c.8. � o �ti .� 132.D4 3, � �'� +�t����C O r \ � N 5Z" 56 .. c� \ �, cS �► \ 45.91' `, •Y it mr' "�. DO e O o G�,�p,� Gra \� •p� 'tn �' �`' 5 34 1x 5a 25' 4i.00 7`1 �- 4� �„O �"0 •C ` �- \ 31. 6 r-�, .,s, �"1 -p �.�' o \ 0�\ '�0 ,� r '�'I M� ' �vd°' z t�, N N > cr S �` 'a' �•�, �` ' I c�. G7 I ji It �a o ao `a p,Qp oa 9ng ur,� �`. dX` J �► g� t •e+ ,�s •s m , _ W o rn `cam �` o��''��\� c, � N N � r � �� , ,on u -.& s o� atter oto °' t-3 •c� t J 0 -- �, 9 �_' .6z W � aye • �,� D 3• .° -' Vu \\ � ''d t (PRIVATESTREET) 1 �' �►�' 1.5014u�� 7 J �' � C�7 DIAL °o a`'o , �'-�►�• .,,.,��. r, �... L-� �, ---•- � .- -- Y z TWO WORKING cT o• '�f 1V N O O `` \ Gc3► 0i3' 'W 4° �O ,O,`'4�, ! t ��, O� �' �I _,, . -•- - - BEFORE DAYS BEFORE , •�,, '� :� ' - .�, J, O>I r- --- _ . . ., - I_ ., ------. ---• l YOU DIG YOU DIGr I - _- - . �,C�' �p •6� •�,� .�. � 1 - ,� MIN. o _ _.._ G.B. TOLL FREE 1 -800-227-2600 � r'o a c� �` T 13.20' 4,66' -- ' 1 s a o O \\ 37.49 45.34 13 01' 4 .25 45 00 _. - N N �,o 39 45. 3• .. �-., � 34.91 3.54 �„ --� � t-' � -r{..0 r� �.. rn A PUBLIC SERVICE BY �e�• cb x z 1-4 N �-. ao � .� rn •�`� II it a9 1 �, c�. 1207.2 } N 208.E cn N UNDERGROUND SERVICE ALERT ° 1206.0 m I N 2 1aas.8 . . . .• N tion' � ,c.'o Y 1205 s F 9207.4 ? F ''. © o N N o �p F G.B. GFF= N -©N z m SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: IP NO, OOsO SHEET NO, r� ;� ° IRVINE, INC A BRASS DISK STAMPED RIY, co. SUR. T-27-s 1 IN CONCRETE COUNTY O F RIVERSIDE qV( ESS IO ;; FLUSH f0.3 Mi. WLY. OF BUTTERFIELD STAGE RD. ±12' W OF �►UDO[fS (�lINLAND EMPIRE REGION AN ASPHALT DWY. f45' N. OF C/L RANCHO CALIF. RD. IN AN 4 coo 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA f2' W. OF UTILITY POLE 1751190E TRACT NO. 23066 3 0 RIVERSIDE CA 92504 (909)352-•7200 ELEVATION 1230.56 PRECISE GRADING PLAN i The pdwte dr iw signing these plans is rlespon * for assulmg the accuracy w P; g� j 2 r'; PLANNING/ENGINEERING/SURVEYING/GOVERNM.ENT RELATIONS ccs and acceptability of the design he/enn. M the event of drscrapanc�es arising offer °` /� PHASE 3-12 LOTS 1 -43 & 56-129 of sHTs. o county approval or during construction, the private engowr shall be ra ponslble MARK BY DATE '� cIv I ����- PREPARED R.C.E. NO. 5 20 F for determining an acceptable solution or rem ng the plans for apprml by REVISIONS A P P R. DATE F of `F o A ate. CA 01 SCALE: OR W.O. COUNTY a the county. ENGINEER COUNTY AS SHOWN AS SHOWN 0076--230663 FILE NO. PAUL HUDDLESTON, JR. R.C.E.58020 DATE H. V ` �p C •'01`' i ' `r I �� • bo o b ESTIMATE OF QUANTITIES r �5 a3. .p �cS` •�4 1 _ l I PRIVATE STREET) 1 C' --�cs' 1.501' 14 { r o o'er�,:, of ` J C a _ EET) I �, I, �-- -11- F 2r '' -� _ _. _._ --- j NO. DESCRIPTION Z7• �� � o;"` F F { -.-� -r - G �► 1 LANDSCAPE AREA DRAIN PER DETAIL ON SHEET 2 V101,03 1`'r�, -- j.�'o p REET:�s --�-- �---�- �""�� p , , ,40.7 8' .-._ -.- I I 2 CURB OUTLET PER DE AJL ON SHEET 2 \\ y► -Cp D.,c- 6'� j• ( •� - �- __.- ---- u' . j j 3 3" AB.S PIPE •�� .� �. '� MIN. 4 4" P.C.C. CONCRETE SWALE PER DETAIL ON SHEET 2 %3- 3.20' � .� •7 - r ` � r.�.~V.Q. 1 V r o ems. 'nom 13.20' 4.66 45 00' -- .� r -... ! X06, 39 45, 3. 5, 37.49 ►�►`, Iii 45.34 13 09' 34.91 ry 41Z110. -- 3.54 4 25 ry - �i+`' t -TI, { `` )ae tii r- 00 G7 11 i� 1207. �. " 17 "1208.6 k7.4 � 12oe.8�0 °1205 8 1206.0 m °D F ,r 1 h . O Q N�`' otiz w _ •oc� 23 Ir, -� GFF= Fc.Nc.B ` ��0 GF p GFF= 0 1208.2 �;a° a 209.6 �°° GFF= •o F� - �O ���'� p� i 206.7 �° 1207.4 �, .�;� GFF= a 1210.2 ` ��, m` o'° �•�' ' 52 T I I G •� 1208.8 5.� ti I j h�°ti � oo0 5.1 -� Z 130.42' v 3R 2 0 �, °� zR �o �. a. o I I P_ oo � P= 1 0,�, I a p� 1 208.2 2 P= 1209.6 1210.2 °�� ., �. ? - 1206.7 �: 207.4 o FFA 1208.�, :� z. Z iwF� 1210.1, P .� a �► y''- � _ �. � �� FF= 1207• ? FF= 1207.9 ° o, P= 1208.8 o a o FF= 1210.7 -,` , o n Co a II W P \ �'~ 2 .(S' �o° v Ae�F`F= 1209.3 ti° °o ;�° w \ Z otic P .° p F PRODUCT 40 0 Vis' 40 08. 1 o RODUCT 40 PRODUCT 40 o of o,r PRODUCT of PRODUCT 40 � ;• tr z 'PRODUCT I j Z 20 �o� 19 y',� 17 1 Wco {► ry n, w I _ .- 104.66' co aw rn CA >5 ,, 1% MIN. 24.06' 26N 6s. - � I --, -1 W 0 I .. p so 11 12 + 61.2p' N �. CF)' 00 132 to 1%j 026.fib' -� .�._ r r cb !1 --� 4 � 0 54.39, 25. ' _`- �nt`'t o w •rr I / _ 52.81 ca ° G, h1 9' 7 .22) I \ 16'01 12' / %% y-o 0 44 cr ti a PRODUCT 4p ¢- > .V -�- N % MIN. p ?>� �� I 8 ,s, S .� 1 U AL C1 i ao ' p,F• .o ' I � 1 � n� •� -1 05.58 1 2 PRODUCT 40 P t ^' .� o ti RODUCT 40 � ° U, o K P= 1214.0°0� °� 0 6.1' / �► m� •�/ ,�`L'���9 ,~ it FF= 1214.5 z ' AbQ• �� 4.8 o P= 1213.8 . . ,� R \ �s � � � FF= 12 �_ • P� 1213.6 14.3 o GFF= FF= 121 �- �'�� �,�o o Q N I Ar A` z 1214.0 0 4.1 / C� •C, c a o.A I �.r - � � Cr '' GO.o a FcNc.B GFF= o . �` co r- F�.• cp ��!'� 13v.6 5, v• � . .o GFF=121 �r89 -� M►v•.o 101.21' 1213.6 I I L1,O�. "` 41.02, F L.-G.26 B F 1272.6 / cN N 1 11 r'7 ( o ' or ,�� r f ,�r,`f 's fi.37 12.8 2' 37.57' l' ��p r' t,.r!v N I j ` a I Cir cx' o,GI � � f I CL 1 , 1Ln MIN- � � i 's 19r MIN.� 0o8oI 41 ri.12136 C)sG.B. o \ f I j ••� C I 69 I 33. 1 a �, 1 (PRIVATE STREET) a, V w N N I I c4. ` ' -? I r, .� ?y� °' -� .23.1'PC N I '� �*w C4 in aVat CD ' c.� o 6.20' 6.37' 1 1\ � •9 ? 2 9 27 c1r b 10�1 I . ` 9' z- 90cB MIN. ' 1 Q ' 00 . m 1212..4 1212G.3 65 .N .B �? ,I S or � I j j ! o 00 or 1213.07 AJ0 �,� I � '22 I � I •�,'��` °(p�` o Fc.Nc.B. = I ( C' oX N G7 II Ln OCn�LZL .Y, I a 21 N CN o Ca 6 C L Z L =J-q w p F, o z sI I I r ° Q�� of invoad� F o* lona0ad � o a ;� ► I ` �,� cry ,� N G7 I II 2 5' `� `' I o L 9 J 018 _ N00C3 co - - N I o © II N N a! Q 0 q Na :0, I I 0 C n Cis o o �,• +U I ti cn 28�, 12201-d�r Cn1 - C�' 1 12632 "s'A' 12!5 �. N I SoS 5500' 54.00' 54.00 50 + N1 o p y o25x 72.20' I I II w N N M �� Ia j`'� I Cn I �� o N G7 j j II I o ' I 2 of o o _ �'�� I .., .o r CA n <, t 0 15 30 60 90 120 PRODUCT 40 PRODUCT 40 ,t• ! II I w r� o y, '�o I PRODUCT 40 0. PRODUCT 40 .i Cn� I 0, 1 0 PRODUCT 40 oa I c, o p p tr V z I 2 ��� ► 1 4 F o ( mQ.� .o foo �y �� ��o j , Tv o° OI y p I I z SCALE. 1 =30 a ° P= 1222.0 3R 2 .� r' a it P= 1223.5 �I �o 3 R �: I -�. �n 108.75, FFA 1224.0 O . FF= 1222.5 -• P= 1220.6 P= 1218.9 p� �. �� rn y I III w 1217.5 z � I FF= 1221.1 FF= 1219.4 a F __a-- I a . I , 1218.1 _ _ ,, o j I I z 9 � a II 0.2 GFF= t o� I o _ .�.� I I 0 N GFF= �, ,�o I N I �� °° r 4 1223.5 a I 122 a GFFM GFF= v,' N N N S o i N j II � .,�, 2.0 ..� � •o I 1218.9 0 �o,o GF F ' �' g.�r cr �► --► o .z 1222.0 122o.s w 1220.6 0 I 1217.6 - -- rn P go .1 I I `F F.t NG.B. I 12 .6 �'n, I I 121 1. (0 v vL.NG.B. FL.-G.8. FL.NG.B. N W. 'tS �'' w ''�o 54.0oFla z w LEI 55.00 54.00' °D �. oo.00' I 54.00 � 47.Zo' � I 18' N :r7 00 1 1 � Opp VEN -�- a- I J ti .. . fit UE s -- -� '� ' n I I of��AIF z DIAL � ��� (PRIVATE STRE�T) 1 �B - I - _ � � a .� .�•( � TWO WORKING C� r� I I �• 19 I I - J r2y �,�CO =� + �r1 F� 2 BEFORE DAYS BEFORE ?p - - '�''. - ,`�r'i rc� r 0 ! I �G •�-� c ° o b I I G h rr o a C .�. - -� �-'r� �� I - - ~ •� '" I Vj O�,�C, d0 0%spy . YOU DIG YOU DIG I -� .a 6 . ���. � �a�' I' .��� saw TOLL FREE 1 800- 227---2600 �"' �*- , �' _ _ _ I ¢ `� o�Cam�o%ls� ��t`d' A PUBLIC SERVICE BY � 1225 � �. -,---•, .,.�" ` � --- --- .,` �� .�"` - �--�` �- r I �����` 06 a���°� . UNDERGROUND SERVICE ALERT 17zn 1220 ��`� _ 1220 �- -� ( I I Qrepto�v��'a0 z� `mss z m SEAL-ENGINEER ����. BENCHMARK: IP N0. 010060 SHEET NO. *n � : HUNSAKER & ASSOCIATES IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE COUNTY U N TY 0 RIVERSIDE F Q FLUSH f0.3 MI. WLY. OF BUTTERFIELD STAGE RD. t12 W. OF //++ �o H�DDQZ, dfi D EMPIRE REGION AN ASPHALT DWY. f45' N. OF CA RANCHO CAUF. RD. IN AN TRACT N0. 23066-3 2900 ADAMS STREET, SUfTE A-15 UNIMPROVED AREA t2' W. OF UTILITY POLE 1751190E ro O �IRIVERSIDE CA 92504 (9091352-7200 ELEVATION a 1230.56 PRECISE GRADING PLANCN NO. 5802016 � I lire prAde engineer signt� ffim pions is responsible for assuring the accuracy /� �P, s�3o�oz PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS PHASE 3-12 LOTS 1 . 43 & 5G-129 5 0 and acceptability of the design hereon. In Me event of discrepancies arising after � �� r� PREPARED R.G.E. NO. 58,020/ OF SHTS. O FOR W.O. COUNTY o cvrmiy approval or during construction, the pri�ote engineer shall be respansib/e MARK BY DATE APPR. DATE ��\F oil V���F°¢�\ � �z" SCALE: for d9etermmmg air acceptable solution or rewsrrx� the plans for approval by REVISIONS ` cA� H: AS SHOWN V. AS SHOWN 0076-230663 FILE N0. � the county. ENGINEER COUNTY PAUL . HUDDLEST N, JR. R.C.E.58020 DATE