Loading...
HomeMy WebLinkAboutLot 23-25,31-35 Precise Grading GENERAL NOTESPRECISE GRADING PLAN 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 215 33, as amended by Ordinance No. 457. 15 7g 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. TRA CT N0,0 23067"'""""' 3 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 BUTTERFIELD STAGE EXTENSION 5. No fill shall be placed on existing ground until the ground has beenLOTS23253135 cleared of weeds, debris topsoil and other deleterious material. 39 43 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. ` RED Y' ¢ cy, 15 �Rp 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 VICINITY MAP is less than 10', 2% if cut or fill is greater than 10'. Drainage swales shall be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut or fill slopes. 11. "No obstruction of flood plains or natural water courses shall be permitted." 12. All existing drainage courses on the project site must continue to function, NOTICCDNTRAGTOR" especially during storm conditions. Protective measures and temporary drainage provisions must be used to protect adjoining properties during �,lb grading operations. y CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS 13. Finish grade shall be sloped away from all exterior walls at not less thanQ�t+ PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS 1/2" per foot fora minimum of 3'. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, planted with grass or ground cover to protect the slope from erosion and REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE instability in accordance with Ordinance No. 457 prior to final grading inspection. OF THE OWNER OR THE ENGINEER. 0 CygM 15. EROSION CONTROL: All slopes required to be planted shall be provided AFL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES o with rosea ice plant (or equal) ground cover at 12" on center. Slopes ST SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. exceeding 15' in vertical height shall be planted with approved trees -rRACT JVO. 28OV--6 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT 39 spaced not to exceed 20' on center or shrubs not to exceed 10', ora 38 37 38 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL 40 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 N mix or ground cover. Slopes exceeding 4' in vertical height shall be provided TQACT .NO. 23067-8 42 3 7 LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR with an in--ground irrigation system. Slopes equal to or less than 4', may 4 44 45 46 4 48 49 50 51 I 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 make use of a hose no longer than 50' in length. The irrigation system shall be CHANNEL ST. 53 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY m provided with an appropriate backflow device per U.P.C., Chapter 10. 34 r 26 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. 16. All grading shall be done in conformance with recommendations of the �� 33 �,,,, 25 21 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL updated soils engineering report by Geo Soils Inc. dated January 27, 1998. �� ; 27 MYREPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Two sets of the final compaction report shall be submitted to the 32 24 X 20 i9 18 17. 58 Building and Safety Department which shall include foundation design recom- `f'J► 28 to 0 1 N mendations and certification that grading has been done in conformance with the �'� 31 3 22 57 58 59 8 8 62 83 84 recommendations of the site investigation report. 2 i5 18 85 88 ►� �Q � 11 12 13 14 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, 30 9 10 d: keyed and benched into firm natural soil for full support. Preparation shall be 6 $ ' I qualified registered professional prior to placement 4 5 7 N approved by, a suitably qua I led and reglste e p p p 1 2 3 18 19 20 � 0 21 22 23 o II material. 17 .24 25 p 18. All grading shall be done under the supervision of a competent soils 15 i8 END F BR V AT/ON do YMBDLS � 9 g p p 13 i 4 TIC, TDP OF CURB �~-- 100 EXIS T. CONTOUR 0 engineer who shall certify that all fill has been properly placed and who 12 shall submit a final compaction report for all fills over 1' deep. 4 5 6 7 8 9 10 it 28 F.L. FLDWLINE ELEV. '100--, PROP, CONTOUR o 2 3 T.G. TDP OF GRA TE - PROPER T Y L INE cn 19. Final compaction report will be required for all fills greater that 1'. 94 1 38 35 34 33 32 31 30 29 G.B. GRADE BREAK �..4,= ' DAYLIGHT LINE w 93 ABBEY ROAD 50 28 FG, FINISH GRADE �� SHEET FLOW RATE O✓ 20. A suitable qualified and registered professional shall submit to the f r�� N� 91 92 r 51 49 rc� 27 R.G. ROUGH GRADE � T GRADED SWALE W Building and Safety Department written certification of completion o 90 v 52 4 F.S. FINISH SURFACE -�� CENTERLINE o rough grading in accordance with the approved grading plan prior to 89 69 r 63 82 61 80 a 4 38 39 40 b requesting inspection and issuance of the building permit. Certification D � 88 71 70 ca 53 �j 37 41 42 43 INV. INVERT OF DRAIN - �°�wQ __ SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. 8 72 61859 W 44 P. PAD ELEVATION FLDWLINE o 00"� 86 73 p 84 47 �--- F.F. FINISH FLOOR ELEV, I�~'�T'�..../ SUBDRAIN 0)21 . A suitably qualified and registered professional shall submit certification .007 85 75 4 B7 58 55 45 G.F.F. GARAGE FINISH FLOOR - _ � _ AREA DRAIN 0 of building pad elevation. Where specific elevations are required, the 000B5 y.�- elevation (with respect to mean sea level) shall be given. If an elevation �'� 78 BB 57 58 48 B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE o with respect to adjacent ground surface is required, the actual distance 83 77 E.V.C. END VERTICAL CURVE _ TOE OF SLOPE above the adjacent ground shall be given. -� 82 78 TRACT NO, 28007`1 PIL POINT OF INTERSECTION RETAINING WALL 31 7 E.P. EDGE OF PA VEMENT FIRE HYDRANT 22. A suitably qualified and registered professional shall submit to the 30 0 T.W. TDP OF WALL ELEV. o STREET LIGHT bi Building and Safety Department written certification of completion of final grading in accordance with the approved plans for all grading � 28 29 � �. -� -� ,,,,,�„ T.F. TDP OF F-00 TING ELEV, SOUND DR SCREEN WALL designated a s "engineered grading". 27 32 y D.F. DEEPEN FOOTING DEEPENED EDDYING Q 26 S� 33 .o �� L. LENGTH o�F' n o�F' WATER METER 23. The contractor shall notify the District Building and Safety Department 2 �p0� 34 ► DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage 24 36 35 ��, , N.T.S. NOT TO SCALE 3' 0,X J DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 3 P.U.E. PUBLIC UTILITY EASEMtNT final inspection for each lot. 21 2 39 38 .► ` 2 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 � 1 � dig at 1 --800-422-4133. 18 E � o 42 � •>/ 14 15 ` 44 43 _ 12 13 4s 4 �, ,,�-�' TOPOGRAPHIC SURVEY SOURCE: �� X, a 1 D 11 �W P►y 48 47 � AERIAL PHOTOGRAPHIC METHODS, FLOWN SY: II II,.I O���a�� a 9 ��.�. 49 ti EARTHWORK ESTIMATE �,- �,� 5PF ��� �n� 0 Underground Service Alert 7 e �o�M;F 51 50 �. �' ROBERT J. LUNG AssoclArEs �o QP� �� ®� ;, 52 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) 4���,0� J�� ���v°�� .�a �.��t`o z 8 53 ti �� .{ �g� a ���y�,� w ���: TOLL FREE � w Tustin, Ca. 9278D PQP � � Q`e oC 5 �. 1� (714) 832-207 TOTAL CUT....................550 C.Y. �� � ♦ 5 57 58 ' �`� 4 58 TOTAL FILL....................550 C.Y. PQM`g`��`.�������-� -- 1 8 0 0 3 59 Q� 2 B NOTE 227_2600 1 ei .OWN 1OILS ENGINEER' THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES 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 Cr 100, 2280 Wordlow Drive, Suite 150 7620 Commerce Center Drive, Suite 1 D3 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, Ca. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING K1 „ (909) 279-4000 (909) 699-fi 193 CONSTRUCTION MAY VARY. � CAUTION Remember that the USA Center notifies only those utilities belonging to SCALE= 1"=200' NOTE: THE HOMES ON LOTS 27-30 & 3638 ARE EXISTING the center. There could be other u� •-- utilities AND NOT A PART OF THIS SUBMITTAL. o � present at the work site. The center will Z inform you of whom they will notify. z m Q APPROVAL FOR SEAL COUNTY SEAL APPROVED BY DATE HUNSAKER & ASSOCIA 'ES SHEET NO. LEGAL DESCRIPTION: .�-� COUNTY OF RIVERSIDE � PARCEL 12 OF PARCEL MAP 24387, AS RECORDED IN MAP QROFE SroNq IRVINE, INCTRACT �-•�- N�oo� FOR RTA ,I NO.t� �, f/, � 0 TRANSPO TION DEPT RNEIRS DE COUNTY CAl1FORNIA 0 BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS �Jam, oy c1 = INLAND EMPIRE REGION DATE2900 ADAMS STREET, SUITE A_15RECORDS OF RIVERSIDE COUNTY, CALIFORNIA 0 Ix R.C.E. NO. BUTTERFIELD STAGE EXTENSION ND, 58020 RIVERSIDE CA 92504 (909)352-7200 OF SHTS f1 a EXP. 6/30/02 P PREPARED BY DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 23-25, 31 -35 & 39-43 N The private engineer signing these plans is responsible for assuring the accuracy DATE (�11 �/ and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY It, 9j. CIVIL ��~� u A " A I3RRSS DISK STAMPED RN. CO. SUR. T-27-81 IN CO PRECISE GRADING PLAN FILE N 0. county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATE ` E` p SCALE 1 =200 Q FLUSH t0.3 W. KY, OF 13UYTERFIELD STAGE RD. *12' W. OF O for determinin an acceptable solution r revising h Ian approval b ENGINEER REVISIONS COUNTY ` DF CA1Y PAUL R. U D D LES ON J R. BENCH AN ASPHALT DMPP. f,5' N. OF CIL RANCHO CAUF. RD. IN AN g p o s g t e plans for appro y DATE �t��-� DATE UNIMPROVED AREA#2' W. of untm POLE #1751190E FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE s 30 02 DECEMBER 200V ELEVATION - 1230.56 CENTEX HOMES 2346-230673 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNI n A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH T.G. ELEV, SPEFD-D-TUFF GRATE _ LOT NO. B CURB OUTLET PER DE!AIL HEREON. 0 EACH N.D.S No. 1212 (GREEN) C 3" A.B.S PIPE 0 L.F. (SEE PLAN OR APPROVED EQUAL `j`Qo` D CONSTRUCT RETNANNO WNl PER RN. CO. FORM 284-197 KV 10/94 131 LF. 1 M/N, F.G. P.L. CONSM CT RETAIMM WALL W BICE AWW PER DETAIL HEREON. 259 LF. ' S' MIN. E /� GRATE HOUSING 15' TYP. (10' MIN.) TOP/TOE OF F.L. s SLOPE SHOWN ADAPTER N.D.S. No. 1221 3' MIN. P.L. 1 REDUCER OR APPROVED EQUAL F� E� ON PLAN PIPE RISER I PLASTIC TEE �� <`L © w <`L 5' MIN, 5' MIN. w N z z z z F.L. Z NOTE: FOR BINDING g 3' MIN. z F.L. A.B.S. TO P.V.C., E LE_V J 3T MIN. CONTRACTOR TO PAD ELEV, o �-= 6 PIPE SIZE INV. ELEV. USE WELD-ON 194 m o •� III- 4XM1N-20XMAX PER PLAN (SEE PLAN) SOLVENT OR EQUAL. THEN A B „} *2:IMAX.* 0° MIN pR�_ III= III 2XMIN'209�MAX. 4 PAD6 MIN. - ELEV. \ 6„MIN. 2.7 Mq PAD �^ AB"MIN. LANDSCAPE AREA DRAIN DETAIL �.. �,, � ELEV. PAD A �� 6 MIN. a �� III III- \ ELEV. NOT TO SCALE G.F.F ELEV. B.S.L. 12"MIN. \ 1�1_. 12 MIN. 4%MINN20%MAX for 3 then 2%Min-20%MAX. 21 MX. 12"MIN. 2:fMAX. K * EXCEPT BERMS LESS THAN 1' HIGH . ......... ...... .... ........... ............. r' < MAY BE CONSTRUCTED AT 1 1/2 TO 1 : :::.. ::: :.:::::... : .....::.:.::....:.:...:..::..: :: . ' '....::.'. SECTION A A�, : ..........'.................... :': ....'•.•.:.•..•:.•..... .. .. CU FACES ° SIDEWALK v .. :...•:.•.•.•.•.•::.• :•:....:'.:'.'::':':... ::: : :..:::............ ..;.....:::...... -- .... ............ ....... .... :. DIRECTION OF FLOW �G. •.•.'.:......;..'....;.;.;..;.;..;.;.;.;.' : ::'::'":'::'' : PER IMPROVEMENT PLANS PER GRADING PLAN ....• .. 1' •.•.:... ................:.... •..•....•. ....................:::.•.•:..•.•..•: CONTRACTOR TO PROVIDE CONSTRUCTION 0 T FINISH GRADING • JOINT IN SIDEWALK ® CENTERLINE OF TYPICAL L ............... PIPE R/VI► "OPEN GRATE" TYPE CAP OVER : ::: : •:•:•:•:•:•.............. ....:::::::•:: . ........:...... TOP OF TEE TO ACT AS BUBBLER N.T.S. •••..... 3.5" HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) :•;••;•;••;•.•;•;•;•;• ;•;•.•...;.;.;.;...;.::: .::::::':::::' DRILLED IN CURB . ;. .. ;.:... ::. :. .:.'::::' ;•_:. SET INVERT OF PIPE SI 5' MIN. P.L. 5' MIN. ............... 1/2" ABOVE FL. GUTTER C 1. SWALES TO BE CUT IN AT 1% MIN. .V .... C o ....•'d•:°..�. . 3 A.B.S. AT ROUGH GRADE AND PRIOR TO F.L. °"nen C 3" A.B.S. 6" P.V.C. 90' TEE BUILDING CONSTRUCTION. L F.L. :n.: :�" ......'..'.. `i (FOR CLEANOUT) 3' MIN. 1 3' MIN. w • Z .. .,. z ' Z o..p..a:e o " " 2. A PAVED DRAINAGE SWALE : I 6'6" _ -. - - - - _ - 6 TO 3 A.B.S. REDUCERS CATCH BASIN & PIPE OR OTHER EXTRA DEPTH '' _ _ _ ° , OF FOOTING TO ' •-"'F' -,'--,-,,_ _ -, ' ' , • _,, " ',., 'LL ,,' ,, ; ,_ ..-, SIMILAR DRAINAGE DEVICE IS o BE DIMENSIONED a - - , -' _ --' , " - , -'_ ` ' AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP ' '". .'' _ _ ry -. , - _ _ NOT TO SCALE FIREPLACE OR PORTION OF I LESS OR - THE BUILDING EXTENDS WITHIN MINIMUM ESTABLISHED DRAINAGE PAD 6 MIN. ^ ,'- SETBACKS. ELEV. \\\� 2%MIN. " 6 MIN. `% --• s 2:1 MAX. PAD e - ; 3. SEE STD. PLAN 101 FOR 12"MIN �.-� 6"MIN. ELEV. DRIVEWAY APPROACHES. 12"MIN. 2%MIN. - f-' o 2:1 MAX. - 4%MINN20%MAX for 3' -' S then 2%Min-20%MAX. o * EXCEPT BERMS LESS THAN 1' HIGH N R R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 ss ss 3' IN--GROUND UTILITY HOUSINGS X �� � �y SECTION ION N.7:S. SECTION B B P A FI FLOWLINE SWALE 19b MIN. (WATER METER, CABLE TV ETC.) RETAINING WALL WITH 2.1 OR LEVEL SLO E B CK LL PAD TO BE INSTALLED FLUSH TO ALLOW h UN-OBSTRUCTED DRAINAGE 1/4"PER it M 4` �4" PERFORATED PVC SCH. 40 PIPE W/1 CF/LF OF EITHER CLASS 2 PERMEABLE FILTER MATERIAL OR 2X �./ 1/2" TO 3/4" GRAVEL WRAPPED IN FILTER FABRIC. OUTLET SUBDRAIN W/4" PVC SOUD WALL PIPE lye h �/ SPACED NO MORE THAN 100 0.C. � NOTE. SOD (IF USED SHALL BE INSTALLED h X RETAINING WALLS TO BE BUILT PER SEPERATE PERMIT FLUSH WITH SALE TO ALLOW UP TO 5' 1' FIG. N O. 2 RETAINING WALL DETAILS PER SEPERATE PLANS a.> UN-OBSTRUCTED DRAINAGE P.L. MORE THAN 5' h/2(MAX 5' 1-11 NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 2' 4' I o TYPICALSOD AND UTILITY DETAIL z I � w � L NTS 1. SECTION "A-A" APPLIES WHEN THE 15, TYP. _ DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10 MIN. EXCEEDS 1.0'. IEREON o T � PAD ELEV. 0.4 BERM TO BE m Gam'- CASITAS GAR. PAD p 2. SECTION "B-B" APPLIES WHEN THE REMOVED H.P. 00.00 ELEV -0.3 H.P. o DIFFERENCE IN PAD ELEVATIONS IS 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE I PAD 4%MINN20%MAX FOR 3 N OF FOOTING IS SHOWN ON THE SHOWN ON ��t 2 MAX ELEV• 6"MIN-- e THEN 2%MIN�20%MAX. -� N z DEEPENED FOOTING NIsz PLAN PER PLAN 1'" ��: MIN. - GRADING & STRUCTURAL PLANS. �- ., 21� 1% MIN IN 4%MIN-20%MAX FOR 3' ;��N1 THEN 2%MINN20%MAX. o 3. IN NO CASE SHALL THE SWALE _ FLOWLINE BE LOWER THAN THE 4%MIN�20%MAX far 3 12"MIN. J e r' CASITAS OR PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. I > FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. ' OPT. GARAGE � OF 2%. PLANTS AND SHRUBS SHALL 4. PROVIDE 5' WIDE BY 1' HIGH BERM P=00.00 W 3 BE PLACED SUCH THAT THEY DO SECTION ��C -- C�� FF=00.50 d NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. P=00.00 AWAY FROM THE FOUNDATION TYPICAL R EARYAR D GRADING FF=00.50 FINISH FLOOR PAD 2% PROPOSED WALKWAY 0 2-- Y* 10' o :•'.R°. C YARD ..SWALE_ QU„RI 12EI 4 T W NTS a NTS IN ROUND PLANTER DETAIL ���'' X o z W NTS � . � w 2% .�G 2i z z z ;� Ch MELUz PLAN 3 r-1 r r---�---I F- .- -----� �- PLAN 2 2794L PLAN i 2090E 2648E P=00.0 PLAN 2 PLAN 4 FF-00.50 2301E 2814L PLAN 3 3354L P=00.0 G P=00.0 TYPICAL, ELEVATION DIFFERENCE P=00.0 =00.0 5'MIN. 2973L P=00.0 _FF=00.50 FF=00.50 �' , TOP OF CURB FF=00.50 F -00.50 P=00.0 FF=00.50 P� 1 70 --407 _-__-7 5 MIN. �' ,M -1 WMIN. FF=00.50 ��, 5'MIN.` i 5'MIN. I WMIN. 5'MIN. , w j _ 5 MIN. GFF= GFF= o 5'MIN. - _-- -- 00.00 GFF= z 5'MIN. I I 4.0' .00 x 5'MIN. WMIN. I j' G7 w 140 in GFF= $ A - - m o� � r FF� 5'MIN. m r OFF= , � � FF= , w GFF= GFF= GFF= 100.50 00.50 1 `�' 00.50 Underground Service Alert 1. TOP OF SLOPE 00.0 i SEE DETAIL ON SHEET i z z p z z ? ? 2 FOR IN--GROUND e c N PLANTER AREAS(TYPICAL) o 0 0 �1D • Call. TOLL FREE N w N N � 11111111111111800 �•a o a H �� moo`-��, H/3 BUT NEED NOT 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3354 SQ.FT. 2090 SQ.FT. 2648 SQ.FT. 2794 SQ.F6 � �c"s� o 227llllllllllll2600 TOE OF SLOPE EXCEED 40' MAX. 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY 2 STORY, o'"• 1� IV 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 2-3 CAR GARAGE 2-3 CAR GARAGE 2-3 CA ��� Q�� REDHAWK TWO WORKING DAYS BEFORE YOU DIG REDHAWK II �� �� ��°�po> CAUTION : Remember" that the USA Center SETBACK FROM _ DECEN WG SLOPE notifies only those utilities belongln to NTS TYPICAL HOUSE TYPES the center. There could be other u ilities NOTE: THE HOMES ON LOTS 27-30 & 36-38 E EXISTING r? present at the work site. The center will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS AND NOT A PART OF THIS SUBMITTAL. --I inform you of whom they will notify. _ RECOMMENDED FOR SEAL APPROVED BY DATE HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET NO. APPROVAL SEAL couNTY 4, ^ , r� A��,,,�y �,; IRVINE INC TRACT NO. 23067--3 �', , a HUDO(fs,2,! 11 FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CAUFORNIA 1' kill INLAND EMPIRE REGION 2 �� R.C.E. N0. IA 2900 ADAMS STREET, SUITE A-15 BUTTERFIELD STAGE EXTENSION N0. 58020 ' RIVERSIDE CA 92504 (909)352-7200 c ,,,,, 31 -35OF 3 SHTSEXP. 6/30/02 / PREPARED BY DATE Prr PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 23 25, & CD a The private engineer signing these plans is responsible for assuring the accuracy DATE ��� `P f PRECISE GRADING PLAN FILE N0. and acceptability of the design hereon. In the event of discrepancies arising offer CHECKED BY t� 9� C/y 1�, Q�' � SCALE AS NOTED A �' r>�c 'TAMP® RV. co. SUR. T-27-el IN coNCRE'rE 6 county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DAT ���\F of CA01 PAUL R. DDLE T N JR. B E N C I"I MARK FLUSM H&T N. . :11: OF purl L R STAG4M RD. *1IN OF ENGINEER REVISIONS COUNTY PATE ������-� �w � �• tom' N. OF c/I. R�NCHo GWI: RD. IN AN � for determining an acceptable solution or revising the plans for approval by v 5$020 EXP, DATE 6Z30/02 DATE UNIMPW4ED AREA tz' W. of UTIu1Y POLE #175119M FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED B Y R.C.E. NO. _ DECEMBER 2001 ELEVATION = lasos� CENTEX HOMES 2346-23067--'3 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH B CURB OUTLET PER DETAIL HEREON. 0 EACH C .r AB.S. PIPE 0 LF- D CO WMXT RETMNIMG 104U PER RN. CO. RM 284-197 REV. 10/94 127 LF. E CONSIRUCT RETMNIMG WN-L WIV" FVI ABOVE PER DETAIL HEREON. 259 L.F. r 36 35 �,• �G __� �� `� Ir- Iv �-�Ia 34 33 32 30 \ - ® w� ` ter- r ` f \ J 21. a °. 29 -IN P\- F h .y.24w01 _... .- • . ...W..._...._._. � 06, ,� ""'f'�2;� { ��Q. � �` X12 9 &%,00, 28 �Q' r . _�_ • _ __.... ., .. __._ .,. ...__ � Teti �� � _ --_, o o � p��ZZZ•_ - \- ZZ1 p0 aF �ZN�� .._ _- `_ 235 ♦^ ��, / r22s s 27 - r 3 F ,� FFA - G- ,g� \ F L- �! � i B• * \�� \ p 1Z G.B• 5 a (00, 26 _ - IRAN 1 °-i ,.. LAN 2 g 3 . 1240 ` }.... �, .� P a• N P 1 ` _122 0 t G - G. 2.1 1 �s,� �� a r 3 ' 2 3 01 L I 814L P 1223.6 _ \ 2215° • �•' - ' '�'� � N_ H.P. I1 _ 26.5 r' 1 4r � � ,\ I � � Lc .,� p= 1230.2 P� 1227.0 a� r 2 I 14 H'P'N� r 15 s Jr { 209OR FF= 1230.70 90 I FF_-, _ �s��NGI •o P= 1233.2 (EXISTING) lE� \ a 1 I 2 I t 3.70 . t (EXISTING) * I { r D'` " 1 ,r•' FS ^ v \ i 4s.snv H.P.N�z PLAN 1 L32 FF= 123 _ s t � , � ak , G� •10 .� �� •s ,� r2 $, 64$j T •r� ►�,�c„� 2' p loo �o L i 1223 1 •s 1 :tea, $' �$r 2090���• _ P= 1242.6 ?. , moo, , GFF- 4. 2 44. o• FFr 1242. z• cr �a o, t 1233.20 GFF= 3I,� {'`'P 245.1 N -�_ -`-- °� `�''� Q,�' 1230.20 122 7 ,1226.5 4 'OL. - z GFF= t 3 • a` c� 6• 5 �. 3 1 5 F,LNG.B. � 0' 4, IS 2 6.90 pt, IS 1 _I 1242.1 { l I •6� o • • F�.wG.e. °• I 43. ,�. {► mao' ' UoB.� '`� $•2 © F.s `�°` d w �� 8�- ° Tc�, l aGFF= .1 Ro1244.6 0 1 ' GFF= �N I ' , o 1232.8 7 -- � 1 o �p No 2 .Ne V 1 v d 1242.6 J �1 540 6 " . -� ,dip e qII ZE ase I �• 6 I I , �L 9 T� S 2 °° 1 �G•B' �\\ FF- 1242•Z , r,A 0' �- �' . T� .� 51 �, , Fl.• \ - * . ,� _46.0D.F. F �-- " '0 �' Q C' ,�G2 - o w ,�, �.,Jr •�, e 0• I �' a. n.F• ti ,r - ' 2 83 3 ,s• '� `� "� h Tc , r 34• ` � x,��G•8' .6�j0• 5 e � �- •��' � � - � `.s' s�' N�N� '` 13 3IV0 -A,-�.� No.s1� �, s - , �- 0 8.07 1 18 LF ' * Q "�� � •5 5. D w 122 k 4 L - �� ' �o FS 4 X22 ,� l - °• '�`'� 0 0 \ �, �o � I �`? TC 1z22.a 13 ��v 35.56 P 29.74 F �,� g'I 1 " •.GAF r 1 �\ p: TC 1 -s-, � � f.� , F � •GFF� ;� 122 __, � �+•g0 •v' \ N �' �"� �'��° �o v ''� G I soh Tc sj , `r' ^ r'°' 6• 1225• .s �312^�,'q, o .p-1 2�,1 `w_-'� H,p \ \ c� p`yO �`�� � o b• 'i9�� F.L^'G•B• �.I.." o� °Q. J_r F 1222• o FF�1 '� �' �` •� Ij F. a) U I UJ t °p.' GFF=2p �"' 3 6 6T L.F. 1 0•p. r o ►��' ,- .. -- 4.g8 .,�- GFf~ 1225• _ -PW �, o E ti 36.4 4• ,�• hh li Tc SS F��cB 2 111227.50 G °°.`��1223,3 Nz_ 33 ti� w • ti� o 2 4 ° F s 1 AD,`v DF -� o.�. (EX1 ,kms-- �Ic ��. 3 FF X122 ,� •�' �► It. 53of Y_ 2M4.2TF •43 ` i 3 FFA 0� P 2 p �, z___ 1220 1 1,5 :.; �, ` �"�' �' �' 1231.00 8L o 9 `- K•P' 3� r�� � Q � 8�• ,, �' �- � ,4 � � � 26�27.5 ► cr� 2 1225.2 t g• o ' �I,] •6 a �1 Tc�'s> NG.e. v� • F• .v p 12 8 GO o� p- 1225 0 > > ,� 4� ,• . , a x.80 Zi�29 , I moo " ,�� �.� G � __ • F• FF 122 �F- 0.2 H.�• "� sx, �� 225 2.1 N �-''G � , I �� GFF= 21• '� 1233.50 h -,�•'�GFF= o� , °�, 3� ��, I ,� 0 124*•2 v �9 ____L 0 04' 1230.5a NG a.° M �Q. �.9 �'° ` 53•$9 Z� 0 GFF= I � ' � �� o EXtS i o off- 1 .� .' I o• ► �,�� c�' �9A 340F •,� _ w. H•p• + 235 o 1244.1 o * 7.0 .•.---•°'".• 5.0 I ` I ^��w `�Q. PIS 3 �' O ORS .. �-- 2 •5 1 53'p9 1225 �ZA•0"` o '? 1 GFF= 1.6 I .2 2 r7 9 4R P= 1230 0 124 t36 =1233.5 oCo FF= 123 0 AN 3 5.0 I \ •-1 R9 � _�..� I �.��� FF�1234.00 • _ r � 1 53.G9 "� .� 2'� �Z ��' w Zr794R �- 11 �� c � H.P- 3 35 70 P= 1244.1 7.8' PLAN 2 1235.93 t ,33• l 2.1 1 Z 1232.61E CN FFA44.6 _ v ro •- -'"" w 12 8R .� '` �,� �6�41.6 �' ,� 123!•.s � � 41• „� 1240 0 0 15 30 60 90 120 1 0 NI FF� 1242.1 TV 1232.sTF �; s�3 � ' S4. 1246.VW- ? �1► .h 3 LF. R] ,r 125 42 p N , t p� 3.20 �0 ? 45 SCALE: 1"-30' C; 41. 1260 r P. Lj 43 C4 2 26 _. x -1250 1 7 , LLJ t ! // pyo J � _ _.-� Nom--r�; f •�. - __ -__ ^� .. Underground Service Alert ' 1 y/ DIR or 1260 e- OMEN V f / / / f/ ` ` x --"'•ti. r f ; / f _ r.. rrw-.r . ... .. �\ be 0 _4WCall. TOLL FREE 4z r 1 .00ep f• I / 1 �1I1 j / L ^' .�" r. Mir"'.. ' i1 . s . Q �� ` ! ' ~Lw »..�r�^ -� -"� ` 4� x lR 4 , 1�800 f � �, �._. /y.�. �- _ .. of •� o`(w`1 �y� o �. - "�} _•','�'� ° _ :.✓'�• � � ; � �" ` -.•�� I' F ` �O ` ` l � � ..M.\ _ ..._��.... -r ~"� -• rY-� � f, y3 �`.w� 1 y'` P`- �.�.��� �}•��� �.0 ✓� A�V J R � '..�� `•,�,_ ,. _� � .. r• " .,., •�'' � .,.. t 1 ,�..-` i --�.. • _ ,r�,�."d_`" ,,r. �,�••- �,,,r'" � ",.� �j'' � f �µ• �• V� 2271111111111111111111112600 - C; O11b, � , 0,0 ep ��4�o�� z o TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonginq to the center. There could be hee center will present at the work site- �k NOTE: THE HOMES ON LOTS 2727-30 & 36--38 ARE EXISTING inform you of whom they will notify. AND NOT A PART OF THIS SUBMITTAL. z In In RECOMMENDED FOR SEAL CO�mmr SEAL APPROVED BY DATE ; , ,. SHEET NO.APPROVAL HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE Q�oFEss,o�a f a� IRVINE IN C (0`, CERSTRACT NO. 23067-3 /wp �►UDD(�rs,T �1� FOR TRANSPORTATION DEPT., RNIDE COUNTY CALIFORNIA ' `` p oy l INLAND EMPIRE REGION 3 N N 4R.C.E. N0. 2900 ADAMS STREET, SUITE A-15 BUTTERFIELD STAGE EXTENSION NO. 58020 . m RIVERSIDE CA 92504 (909352-7200 ,,_ _ OF SHTS �1 a IXP' 6/30/A2 PREPARED BY DATE t PLANNING/ENGINEERING/SURVEYING/GOVERNMENT ATI LOTS 23-259 31 35 & 39 43 The private engineer signing these plans is responsible for assuring the accuracy DATE ( RELATIONS N S cv and acceptability of the design hereon. In the event of discrepancies arising after �` NV� FILE NO. p � 9 p g AP P R. DATE CHECKED BY �\9�� c I y I�, o��� SCALE AS NOTED � � �� �'��� �• CO. suR• T-27--01 IN CONCRETE PRECISE GRADING PLAN o county approval or during construction, the private engineer shall be responsible DATE BY MARK of , BENCH MAR K 77 F FLUSH ±0.3 MI. WLY. OF BUTTERFIELD STAGE RD. 112 W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS C 0 U N TY DATE \\�`��� ,_. PAUL R. H U ESTO J R. UNII�PR��p D�±2"WN.'of iil��#17511� I" '� FOR W.0 � the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. EXP. DATE 6/30/02 DATE DECEMBER 2001 ELEVATION - 1230.5B 58020 _ CENTEX HOMES .•w 0919--23067-3