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HomeMy WebLinkAboutLot 75-78,85-89 Precise Grading GENERAL NOTES 215 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 33, as amended by Ordinance No. 457. 1s 79 2. All property corners shall be clearly delineated in the field prior to 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 prevent ponding water and damage to adjacent properties. 4. Dust shall be controlled by watering or other approved methods. 79. SITE 5. No fill shall be placed on existing ground until the ground has been cleared of weeds, debris topsoil and other deleterious material.6. Maximum cut and fill slope = 2:1, 10 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. ` ° F� oy TRA CT NO 23 ?6 7 4 PHA SE 6 L 0 TS 75 78 & 85 8. Provide 5 wide by 1 high berm or equivalent along the top of all fill 89 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 VICINI TYMAP 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 courseson the project site must continue to function, NOTICE TO CONTRACTOR` especially during storm conditions. Protective measures and temporary • drainage provisions must be used to protect adjoining properties during grading operations. g CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �c�t. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS Q �►P''" R 13. Finish grade shall be sloped away from all exterior walls at not less than Q POJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THISREQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL 1/2" per foot for a minimum of 3 . WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND 14. Cut and fill shall be ht greater than 3 or to equal slopes a ' in vertical height HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, p q 9 g REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS � planted with grass or ground cover to protect the slope from erosion and PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE instability in accordance with Ordinance No. 457 prior to final grading inspection. OF THE OWNER OR THE ENGINEER. o i 15. EROSION CONTROL: All slopes required to be planted shall be provided THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES with rosea ice plant (or equal) ground cover at 12" on center. Slopes SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. 0 exceeding 15' in vertical height shall be planted with approved trees 7 38 7}�►� MO. 23067��j TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT N spaced not to exceed 20 on center or shrubs not to exceed 10', or a 36 3 39 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 mix or ground cover. Slopes exceeding 4' in vertical height shall be provided TACT NO, 23067'1 42 I LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR w withan in--ground irrigation system. Slopes equal to or less than 4', may 4i► 44 45 46 4 48 49 50 51 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. V) irrigated rrigated by hose bib located at the top or toe of the slope, spaced to 35 52 w make use of a hose no longer than 50' in length. The irrigation system shall be 1AG 53 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY provided with an appropriate backflow device per U.P.C., Chapter 10. 342g 54 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. w 16. All grading shall be done in conformance with recommendations of the �: 33 2` 21 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL w updated soils engineering report by Geo Soils Inc. dated January 27, 1998. ��j try 2,1 20 19 18 17 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Two sets of the final compaction report shall be submitted to the 32 56 Y Building and Safety Department which shall include foundation design recom- `1'� 28 mendations and certification that grading has been done in conformance with the �G� 31 22 57 58 59 60 61 82 63 64 0 recommendations of the site investigation report. 23 15 16 85 66 w 9 P 7� 29 11 12 13 14 17. If steep sloping terrain occurs upon which fill Is to be placed, It must be cleared, 30 7 8 10 9 keyed and benched into firm natural soil for full support. Preparation shall be 5 g approved by. a suitably qualified and registered professional prior to placement 3 4 17 21 zz z3 z4 of fill material. 1 18 19 20 0 18. All grading shall be done under the supervision of a competent soils �� 15 i6 25 -LEGEND_-__OF ABBREV/AT ONS � YMBO 9 g p P 19 14 engineer who shall certify that all fill has been properly placed and who � / 11 12 T.C. TOP OF CURB 100 EXIST, CONTOUR �� shall submit a final compaction report for all fills over 1' deep. 4 5 6 7 8 9 10 ��-.� 26 F.L. FLOWLINE ELEV, 100 PROP, C17NTOUR w 2 3 T.G. TOP OF GRATE - PROPER T Y L INE cn 19. Final compaction report will be required for all fills greater that 1'. 1 38 35 34 33 3z 31 30 G,B, GRADE BREAK DAYLIGHT LINE ,? 92 93 EY 60 29 28 F.G. FINISH GRADE z% , SHEET FLOW RATE w 20. A suitable qualified and registered professional shall submit to the 91 - 51 27 R.G. ROUGH GRADE GRADED SWALE Q Building and Safety Department written certification of completion of rACT Na. 90 49 F.S. FINISH SURFACE _-�- CENTERLINE rough grading in accordance with the approved grading plan prior to 89 88 &� B2 B1 BO 52 38 39 40 °� requestinginspection and issuance of the building permit. Certification ����� 88 71 70 53 37 41 42 43 I INV, INVERT OF DRAIN - �°�Q - SWALE HIGH PLANT shall inclde line, grade, elevation and location of cut/fill slopes. � 87 72 88 59 44 P. PAD ELEVATION FLOWLINE o 86 73 B4 54 47 F,F. FINISH FL GOR EL E V. /"'-'~J'�� SUBDRAI N N 21. A suitably qualified and registered professional shall submit certification 85 74 / B7 58 55 45 G.F.F. GARAGE FINISH FLOOR _ _ _ _ AREA DRAIN of building pad elevation. Where specific elevations are required, the 84 78 75 /' 1 65 57 4B B.V.C. BEGIN VERTICAL CURVE TDP OF SLI]PE o elevation (with respect to mean sea level) shall be given. If an elevation / 66 56 .. with respect to adjacent ground surface is required, the actual distance 83 77 � EVC END VERTICAL CURVE TOE OF SLOPE above the adjacent ground shall be given. 82 78 PIL POINT OF INTERSECTION RETAINING WALL 31 7 '/ 7�l;T' NO, 2306]'-�1 E.P. EDGE OF PAVEMENT �, FIRE HYDRANT W 22. A suitably qualified and registered professional shall submit to the 30 0 T W. TOP OF WALL ELEV. 3F--* STREET LIGHT Building and Safety Department written certification of completion of 29 81 r � T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL final grading in accordance with the approved plans for all grading 28 ,p •r w designated as engineered grading 27 32 ° 3 0 �• DEEPEN FOOTING DEEP �' F' o �' F' WATER METER 26 33 9 � DWY. LENGTH �. . . .�, 23. The contractor shall notify the District Building and Safety Department -� 25 35 34 �+� ! DRIVEWAY CATCH BASIN & LDCAL DEPRESS117N at least 24 hours in advance requesting finish lot grade and drainage 24 36 N.T,S. NOT TO SCALE 3- p X DEPTH OF REQ'D OVER EXCAVATIDN inspection. This inspection must be approved prior to building permit 22 2 38 3 P,U.E, PUBLIC UTILITY EASEMENT final inspection for each lot. �- �� 21 30 000 �. 2 24. Contractor shall notifyUnderground Service Alert, two days before you 18 19 40 dig at 1 -800-422--433. g 16 1 4241 i5 44 43 14 13 .�--' EQPOGRAPHIC SURVEY S URGE: � �01 12 46 ,���„�, � * 1 D 11 � 4t 47 � � � � AERIAL PHOTOGRAPHIC METHODS, FLOWN BY.- 9 Y: 9 ti EARTHWORK ESTIMATE • 8 50 49 ROBERT J. LUNG do ASSOCIATES ` ''� �� �o'°� Underground Service Alert 7 51 �' '�� 2832 Walnut Avenue, Suite E EARTHWORK QUANTITIES FOR PERMIT PURPOSES N Y � ��� �G a `�'� �. 52 .'' C Q U ES o L f ��. o ��,, �,C.., , �� z eL.. 8 53 ti �� Q � p .�� w Tustin, Co. 92780 ��, � l► . - Call. TOLL FREE 5 � 714 832-2077 � �► 5 58Q TOTAL CUT....................450 C.Y. �, ��� 57 58 • 4 59 000TOTAL FILL....................45D C.Y. Ott0 �l' 1�800 S NOTE 2272 �2600 1 61 _OWNER__ THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTI500OF THE ACTUAL VOLUMES z PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING 2� CENTEX HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES � 2280 Word/ow Drive, Suite 150 7620 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG 0 100 200 400 600 800 Corona, Co. 91720 Temecula, Ca. 9259(7 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING " (909) 279-4000 (9D9� 699-6193 CONSTRUCTION MAY VARY. O CAUTION Remember that the USA Center notifies only those utilities belongin to SCALE= 1"=200' the center. There could be other a ilities present at the work site. The center will ,�� z inform you of whom they will notify. z m RECOMMENDED FOR SEAL COUNTY SEAL APPROVED BY DATE SHEET NO. LEGA DESCRIPTION: APPROVAL HUNSAKER & ASSOCIATES COUNTY 0 F RIVERSIDE 'Ess N���` � � ,�� IRVINE, INC23067-4PARCEL 12 OF PARCEL MAP 24387, AS RECORDED IN MAP Hu�o[£s �1 I�pR TRANSPORTATION pPT.. RIVERSIaE COUNTY GALJFORNu TRACT NO. 0 BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS „� roy Fye, INLAND EMPIRE REGION 1 N RECORDS OF RIVERSIDE COUNTY, CALIFORNIA � Sr zlY R.C.E. N0. y 2900 ADAMS STREET, SUITE A-15 PHASE 6 Z 01 N0. 58020 r1 RIVERSIDE CA 92504 (909)352-7200 OF 3 SHTS W EXP. 6/30/02 r/ PREF'AR DATE r ?� a PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 7 """""7 5 °' The private engineer signing these plans is responsible for assuring the accuracy DATE / o and acceptability of the design hereon. In the event of discrepancies orlsing after APPR.R A CHECKED BY ;9 �� � RECISE GRADING PLAN FILE NO. � r c xvl� ��' fi �l / SCALE 1 =200 �� olsc sr1wP® RN. CO.c0SUR. T-27-x1 n� coNcr� o county approval or during construction, the private engineer shall be responsible DATE BY MARK �\ DF SFO BENCH MARK �*0.3 W. WLY. of BUI IMlan STAGE IV.t12• W. OF for determiningan acceptable solution or revising the plans for approval b ENGINEER REVISION COUNTY cA_ PAUL ,. HUDDLESTON JR. AN ASPHALT DWY.*45• N. of 0 I. RANcMa CALIF RD. IN AN p 9 y DATE DATE AUGUST 2000 PR#m�+*T W. OF UniTY PME #175119M FOR W.O. the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. 58020 EXP. DATE -,,,___6/30/02 ELEVATION = 1230.56 CENTEX HOMES 0919-23067 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH T.G. ELEV. 1'-0" SPEED-D-TUFF GRATE -- ^ - ^ n _n� C A.B.S. Re �PER DETAIL HEREON. � E�►FH N.D.S. No. 1212 (GREEN) LOT No. SEE PLAN OR APPROVED EQUAL S o�� SPECIFICATIONS D COA6IRIlCT RETAIIWNG W4LL PFR RN. Co. Fel 284-197 REV. 10/94 342 L.F. F.G. Q E CONSTRUCT RETAMIMIG illilL.t. W/INaQD FENCE ABiOVE PER DEIAK HEREON. 378 LF. P.L. 5' MIN. GRATE HOUSING 15' TYP. (10' MIN.) TOP/TOE OF CONCRETE: ADAPTER N.D.S. No. 1221 F L 1 SLOPE SHOW N REDUCER OR APPROVED EQUAL 3' MIN. 0 N PLAN PIPE RISER PLASTIC TEE ��� IF �� 5' MIN. PORTLAND CEMENT PER ASTM C 150 CONCRETE AGGREGATE PER ASTM C 33 NOTE. FOR BINDING z ? z F•L. L A.B.S. TO P.V.C., F.F. ELEV. MI"' CONTRACTOR TO -- o f'c -- 2000 PSI AT 28 DAYS. ' PIPE SIZE INV, ELEV. USE WELD-ON 194 PAD ELEV. CEMENT TYPE II PER SOILS ENGINEERS RECOMMENDATION r PER PLAN (SEE PLAN) SOLVENT OR EQUAL. 0° 2%MIN. A B *2:1 MAX.* H LANDSCAPE AREA DRAIN DETAIL ELEV \ 6 MIN. 6"MIN. 2'1 M PAD REINF. STEEL: �� _qk ELEV. - A NOT To SCALEIYG.�Ffl ELEV. B.S.L. 6"MIN. 4 �/ 2"MIN. �� DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: NOTE. z - 4%MINN20%MAX for 3 W then 2%Min^�2Q%MAX. CONTRACTOR SHALL EMBE•0 HARDWARE � 12"MIN. #4 0 R SMALLER GRADE 4 0 REQ'D. FOR INSTALLATION OF WOOD T ALL CELLS S ID q FENCE POST PRIOR TO GROUTING BACKFILL: 901' COMPACTION eEXCEPT BERMS LESS THAN 1' HIGH #5 OR LARGER GRADE 60 THE BLOCK WALL CELLS C�, ��� MAY BE CONSTRUCTED AT 1 1/2 TO 1 a TWAS SHOW ON PLAN CONCRETE BLOCK:A A o CUM FACE, ° SIDEWALK o w PER -- -- f' = 1 PSI A T DAYS BACKFILL MATER/AL PER IMPROVEMENT PLANS PER GRADING PLAN ��' DIRECTION OF FLOW �. m 500 28 D S 8 j �" SOILS ErVGR. APPROVAL �n „ „ 1-14 CONT. CONTRACTOR TO PROVIDE CONSTRUCTION 1' GRADE N HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, ® 32" O.C. (TYP.) -III JOINT IN SIDEWALK 0 CENTERLINE OF " » TYPICAL LOT FINISH GRADING COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS w " III=11 PIPE R/W OPEN GRATE TYPE CAP OVER TOP OF TEE TO ACT AS BUBBLER T A BAR •�, WA MWROM PER 3.5" HO R CURB (REQUIRED AT PIPE ANGLE POINTS) N.T. "NO SPECIAL INSPECTION" LE CORE 2" °° o NOTE 11 OF SPEC. ; DRILLED IN CURB I 2--#4 CONT. W/ SET INVERT OF PIPE SIDEWA �` P.L. MORTAR: 12 71E WIRE � 5' MIN5' MINo o 1/2* ABOVE FL. GUTTER - C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. . . a o fi" P.V.G. 90 TEE F L AT ROUGH GRADE AND PRIOR TO " » "B" BAR w o v v� C 3» A.B.S. (FOR CLEANOUT) BUILDING CONSTRUCTION. w 3' MIN. 1 F.L. 3' MIN. w TYPE S PER ASTM C 270 2 0 W) Go » z 6'�" z ? PART GEMENT _ ° ° _ 6 TO 3 A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE -� EXTRA DEPTH =a _° CATCH BASIN & PIPE , OR OTHER OF FOOTING TO 1/2 PART LIME PUTTY o ARE RAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE IS J BE DIMENSIONED B D REQUIRED WHEN A STOOP m ON PLANS I 1.0' OR m 4 1/2 PARTS SAND NOT TO SCALE FIREPLACE OR PORTION OF THE BUILDING EXTENDS WITHIN I LESS 5-#4 CONT MINIMUM SETBACKS. DRAINAGE ELS \ 4 6'MIN. 2yMIN � GROUT: 12" 12 w wC" BAR *2:1 MAX.* PAD 6 MIN• _. o L ELS' 3. SEE STD. PLAN 101 FOR 12"MIN. 6"MIN. �t 0 DRIVEWAY APPROACHES. �'/ �� 12"MIN. CONFORMING TO ASTM C 4 76 � 2%MIN. 1 PART CEMENT GROUT SHALL BE OF FLUID RETAINING WALL TYPE 2 2:1 MAX. N 4%MIN-20%MAX for 3' 3 PARTS SAND CONSISTENCY LEVEL BACKFILL N.T.S. then 2%Min-20%MAX. NOTE' * 2 PARTS PEA GRAVEL 1- FOR WALL HT. 4'-0" do LOWER, DOWEL 714E "A" BAR INTO FTG. 1N R/W EXCEPT BERMS LESS THAN 1 HIGH THE SAME CONFIGURATION AS 18'" BAR o R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 " 3 IN--GROUND UTILITY HOUSINGS X (VOTES (D-- PER LINEAR FOOT OF OPEN GRADED D PVC SCH. 40 PIPE GRAVEL WRA ED OR FlLTEFABRIC MIN. HIGH) N F OWLINE SWALE 1% MIN. (WATER METER, CABLE TV ETC.) SECTION " B -- B" a_PAD TO BE INSTALLED FLUSH TO ALLOW OUTLET SUBDRAIN W/2" PVC SCH. 40 PIPE A 10' O.C. UN-OBSTRUCTED DRAINAGE " 1. GROUT ALL CELLS soup. 4.2� 2X 1/4 PER 1r 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR v =. 2% h UNDISTURBED ENGINEERED COMPACTED FILL. { 3. WALL SHALL BE LAID TRUE AND PLUMB. soDIF USED) SHALL BE INSTALLED �� r h X 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. FLUSH WITH SWALE TO ALLOW ` a� UN-OBSTRUCTED DRAINAGE '.' ,:`:: UP To 5' 1' P.L. 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. FIG. NO. 2 MORE THAN 5' h/2(MAX 5' o NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH TYPICAL OD AND UTILIT DETAIL 2' 4' APPLICABLE SECTIONS OF THE 1997 UNIFORM BUILDING CODE -- NTS FL 15' TYP. z AND A.C.I. STANDARDS 381 --95. 1. SECTION "A-A" APPLIES WHEN THE SEE NOTE #4 10' MIN. -' DIFFERENCE IN PAD ELEVATIONS HEREON 7. ALL BARS SHALL BE BENT COLD. WALL TYPE 2 SCHEDULE o EXCEEDS 1.0'. ( m 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH APPLIES WHEN THE BERM TO BE T. HEIGHT 8" BLK. 2" BLK. "A" BAR"B" BAR "A" BAR "L" "K" � 2. SECTIONB-B REMOVED EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. DIFFERENCE IN PAD ELEVATIONS 15 1.0' RE LESS & THE EXTRA DEPTH TOP OF SLOPE s� MAXAD � 9. BACKFILL SHALL BE PER SOILS ENGINEER'S RECOMMENDATIONS. 2'-0" 2'-0" - 4 +24" - #4016" X-0" - o OF FOOTING IS SHOWN ON THE SHOWN ON �� � �� 129, AX, ELEV. „-L- MIN 6 MIN. o _ SUBDRAIN SHALL BE 4` PERFORATED PVC SCHEDULE 40 PIPE GRADING & STRUCTURAL PLANS. PLAN �� - 1�• ._ - - 3. IN NO CASE SHALL THE SWALE WITH 2" PVC OUTLET PIPE C�7 10P O.C. (THRU CELL NOT 2'-sw 2'-8" , 4®24 �4�D1s" 3'-1" FLOWLINE BE LOWER THAN THE 4%MIN-20%MAX for 3' 'i 2"MIN. �,ONTAINING STEEL 11 PLACE 1 .0" WIDE X H 3 OR 18" !�/IN. HIGH PER 3'-4w 3'-4" - �4�ts' - �4�fi" 3'--3" W PLANTER AREA TO SLOPE AWAY 1 FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. _ - Of FR FR M PLANTS AND SHRUBS SHALL 5' FROM BLDG. LINE. LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. 4'-0" 4'-0" #5a6" - #4®16" X-6w w 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM » 11. WATERPROOF BACK OF ALL THE RETAINING WALLS W/2 COATS 4$_8" 2'-81P 2'-O* #4016" #4016" #4016" X-8 - o NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C C OF ASPHALTIC EMULSION PER MANUFACTURE'S SPECIFICATIONS. AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. TYPICAL REARYARD GRADING 5'-4" 2'-8" 2'-8" #4®1s" �5®1s" �4�1s" FINISH FLOOR 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS a PAD 4�2 PROPOSED WALKWAY AFTER THE WALLS ARE BUILT. 6'--0" 2'-8" 3'--4" , 4®16" 0616- #5®16" 4'-3w 5" LO 2- o' 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS AND co AT A MAXIMUM 24 O.C. O 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN " IN GROUND PLANTER DETAIL �,��'" X ° SYSTEM IS ABSOLUTELY PROHIBITED. NTS �G• �' ..1. z G F.� w o' PLAN 3 Ld PLS 2 _ 2794L 2090L 2648LP=00.0 ;t P=00.0 1 ' P=00.0 FF=00.50 -�i FF_00.50 FF=00.50 40' TYPICAL ELEVATION DIFFERENCE I p� 1 ,. --�0 g MIN. TOP OF CUR WMIN. I 6WMIN. 1 WMIN. WMIN. W NTS i GFF=OI GFF= - -- o G 40' .o GFF= CASITA GAR. PAD _ . • W 00.00 ELEV. -o.2 w.P. r. ,w err .w. ..r. I N FF=00 o r FF= r FF= , w z 00.50 5'MIN. N 100#50 1 100.50 1 U Underground Service Alert TOP of SLOPE DEEPENED FOOTING "- �f z PER PLAN z i z z • Call: TOLL FREE CASITA OR N N ' • OPT. GARAGE -*FOR GARAGE OPTION- PER PLAN - FOR DEEPENED FOOTIN * P-00.00 GFF= HOUSE GFF --0.41 N ................... ., �► 1�800 CASITA ONLY FF=00.50 H 3 BUT NEED NOT H *FOR CASITA OPTION-- 2090 SQ.FT, 2648 SQ.FT. 2794 T. � o TOE OF SLOPE EXCEED N MAX. SAME PAD & FINISH FLOOR 2 STORY 2 STORY 2 Y'' 2217�2600 ELEVATIONS AS MAIN HOUSE 2-�3 CAR GARAGE 2-3 CAR GARAGE AGE dye �j\�" r"n:'• ,���'��. TWO WORKING DAYS BEFORE YOU DIG W Q70�� O `��� tiREDHAWK 1 � P, NTS ����oJe1� �k�ti��CP "CAUTION": Remember that the USA Center SETBACK FROM DECENDING SLOPE TYPICAL HOUSE TYPES ® IQPJr notifies only those utilities belongin to NTS the center. There could be other Alities SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION T present at the work site. he center will Inform you of whom they will notify, z m RECOMMENDED FOR SEAL C«,wT,r SEAL APPPOVED BY DATE �~~~ COUNTYIDE SHEET N0. APPROVAL ,Y . ,� HUNSAKER & ASSOCIATES F - �oFESS �y IRVINE, INC •�o Nu�cFs ��� FOR TRANSPORTATION DEPT.. RIVERSIDE OOl1NTY C�►LIFDRNIA 6 b TRACT N 0. 2 3 0 6 7-4 a ro Fti�� INLAND EMPIRE REGION 2 I R.C.E. N0. �:, Q PHASE 6 '' 2900 ADAMS STREET, SUITE A-15 N0. 58020 • rn = 3 °' w EXP. a/3o/o2 RIVERSIDE CA 92504 (9091352-7200 OF SHTS rn l / P R E F A B DATE �� dG PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 75-78 & 85-89 The private engineer signing these plans is responsible for assuring the accuracy DATE t ,P� LAN FILE N0. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY l\9>" G I V 1 L �� - SCALE AS NOTED p A DW S'�m RV. CO.COSUR. T-27-81 IN c�Nc�E PRECISE GRADING p county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A ` OF CA1-,FO ©E N C H MAR � FLusH to.a M. WLY. of BllTiERFiELD STAGE RD. X12 W. OF DATE PAUL , . H U D D LESTON JR. AN ASPHALT Dwr. t48' N. OF CIL RANCHO C�1 R RD. IN AN for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY ���� DATEAucuST 2000 �A�? 12M.56AA :ET W. OF UTILITY POLE #175119M FOR 0 CENTEX HOMES 099-23067 the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE 6/30102 _ qmw 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 A.B.S. PIPE 0 L.F. D CONSTRUCT RETAWNG W4U PER RN. CO. FORM 284--197 REV. 10/94 342 LF. E CONSTRUCT RETiWVING WAIL WIMOD FENCE ASM PER DETAIL HEREON. 378 LF. 00 03.08 TC �' f�o7. 204.2 F k D.F. (2A. ;;��► 43 E / rL 1 L.F. Ter J 06.96 ��, / \^ 1 Np• Q� �o p ,�o ��. 104.01 0 TC 1 TC n 15 LF.\ 6A / 11.4 4 Q� ` D 10 LF. O 1 M ,,yam 48.23CID/ a �, t, o h ., ' • o .s T / � V TC '�, F. °oF•1 "i0 5.86 i / 00)N CS Z L .i � In. n` D •S ` a T 1�2 0.0f"� // ry LF. '? c 08 .� +/ D. 1 F Q Q// /� •8 0 .7 v V Cr p �3 1 of 1 LF C�ham• �'��`o D77 6, S �,��'ry�'' v TC �' / Nb- 56 .F. Q Q//�i ii.� 9 D r Zi..h •S `LO �F6pF `� `l 'S' ,1[, (� • / �Z1`Z 7> �►� �nfM; h •�`� ?�Q3 �p �QO 0 10�. '� ti ` 0 2 75 LF% ti i v > iJ ,�. �• o• Q �� , g.66 fie' D Ds ��1.o�• 0 0TC � • F� ,� �� ,� �p •F• 1 F ti`s v'�`�' '` i� tea- 7D .F. z B4 •��'�y� w 71 E ouc`'`h M Nk..� ��; �D D N 4 LF. +�`� • g• ti`s'�ry in 4�p`' �,Zr �`,' O X 82 L.F. �N.• "'Lk: C7 4 D Ln CN 1 o N 6 �'`` 'S ' 00 .4 �, t F, d �Q• �y0 0 '��` 13.55 , 3•+•s, . '',�'ti• ti 4S 0 O�'0 1 ^) h yyroLLJ 35 LF �; wry` ! ♦ i' Q �'�� 'o D o, . QCT 65 LF, ry a h �5r o• D 10( • � w 63 LF ��Zy,y�� o Q CN^ �, w oN�� 1h 1��h / o 1 �g 4 / x � Underground Service Alert ?�� `' do ph '" W Call: TOLL FREE �tih i - ��� oP�� C41 f% �. • a �h cQ be 1-800 �' 6 40 z 227 2600 � CP TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 120 "CAUTION": Remember that the USA Center notifies only those utilities belongin to SCALE: 1"-30' the center. There could be other uTilities o present at the work site. The center will z inform you of whom they will notify. zl Fn RECOMMENDED FOR SEAL ,NTS SEAL APPROVED BY DATE HUNSAIKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET No. APPROVAL ; , �.;, .. �•� °QED S'� � IRVINE, INC23067-4 DL - l � F OR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIA TRACT NO. 0 INLAND EMPIRE REGION 3 N 4 �= R.C.E. N0. 2900 ADAMS STREET, SUITE A-15 PHASES 6 Z 1 0 a NO. 58020 • �� "M RIVERSIDE A 25 4 52-72 3 HT Cr W �• 6/30/02 ' RED Y AT l� ? da VERS DEC 9 0 (909)3 00 1 FITS 75-78 & 85—89 OF S SDATE / P RE F A D E PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS L.V 10 The private engineer signing these plans is responsible for assuring the accuracy �� ,� � r PRECISE GRADING PLAN FILE N O• and acceptability of the design hereon. In the event of discrepancies arising offer CHECKED BY , 9/• ClV 1�• Q'� 7 SCALE AS NOTED A OWS DISK STAMPED RIv 00• SUR. T-27-81 IN CONCRETE p county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATE `f of CA�-�FO PAUL HUDDLESTON JR. BENCH MARK SPSH AT DWY.*45 N. OF�RANcIaOc�F. RD. IN AN for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ����� DATE AUGUST 2000 �A� , ' W. OF tmtm POLE #17511 FOR W.230-56 CENTEX HOMES 09019--23067 the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. No. 58020 EXP. DATE 6/30/02