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HomeMy WebLinkAboutLot 12-17, 34-36,49-50 Precise Grading GENERAL NOTES 1. I grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PLAN 215 33, as amended by Ordinance No. 457, 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. 2306 7 . TRACT NO• 3. During rough grading operations and prior to construction, of permanent drainage structures, temporary drainage control should be provided to prevent ponding water and damage to adjacent properties. 4. Dust shall be controlled by watering or other approved methods. SITE S' � 4 PHASE 10 . 5. No fill shall be placed on existing ground until the ground has been -+ cleared of weeds, debris topsoil and other deleterious material. 17 34 6. Maximum cut and fill slope = 2:1. A 7. Stability calculations with factor of safety of at least one and five L 0 TS 12 tenth (1.5) shall be submitted by a Soils Engineer to the Building and RD. Safety Department for cut and fill slopes over 30' in vertical height. 36 o� EDH 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill 9 & 50 15 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 N.T.S. is less than 10', 2% if cut or fill .is greater than 10'. Drainage swales VICINITY MAP 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, especially during storm conditions. Protective measures and temporary NOTICTO CONTRACTOR: drainage provisions must be used to protect adjoining properties during ,.,,� -�. grading operations. �t► 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 than QQ� 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, o planted with grass or ground cover to protect the slope from erosion and REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS ,OWNER EXCEPTING instability in accordance with Ordinance No. 457 prior to final grading inspection. OF THEPROJECTNG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE THE ENGINEER. i 15. EROSION CONTROL: All slopes required to be planted shall be provided with rosea ice plant (or equal) ground cover at 12" on center. Slopes THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES CD SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. a exceeding 15' in vertical height shall be planted with approved trees �' 39 7RAC7 1 0, 280V� TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT of spaced not to exceed 20' on center or shrubs not to exceed 10', ora 38 37 38 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL .- 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 MACT NO, 23067-8 42 I 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 43 49 be irrigated by hose bib located at the top or toe of the slope, spaced to 5 44 4 '� 50 51 I THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. V) . make use of a hose no longer than 50' in length. The irrigation system shall be �G 3 52 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN F F Ibi r 53 E S O OR REFERENCE ONLY provided with an appropriate backflow device per U.P.C., Chapter 10. � 34 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. i 54 x 16. All grading shall be done in conformance with recommendations of the �� 33 25 21 ` t� 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z updated soils engineering report by Geo Soils Inc. dated January 27, 1998. ` REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. Two sets of the final compaction report shall be submitted to the 32 24 20 19 18 17 Building and Safety Department which shall include foundation design recom-- J' 28 58 9 80 61 mendations and certification that grading has been done in conformance with the �� 31 23 22 57 58 5 62 63 84 = recommendations of the site investigation report. 15 ig 85 88 0 LLJ 17. If steepsloping terrain occurs upon which fill is to be laced it must b I 30 11 12 13 14 P 9 P p e cleared, 9 10 keyed and benched into firm natural soil for full support. Preparation shall be 7 8 ,r..� 1111"' 1 approved by a suitably qualified and registered professional prior to placement 3 4 of fill material. 1 2 18% 18 20 21 22 23 18. All grading shall be done under the supervision of a competent soils , 15 16 i7 24 25 LEGEND, OF ABBREVIATIONS-- & engineer who shall certify that all fill has been properly placed and who 11 12 13 i4 TIC. TOP OF CURB 100 -. M.- EXIST, CONTOUR shall submit a final compaction report for all fills over 1' deep. 5 6 7 8 9 0 F,L, FLOWLINE ELEV, ` �--100 ._ PROP, CONTOUR o 19. Final compaction report will be required for all fills renter that 1'. i 2 3 4 34 331 32 28 T.G. TOP OF GRATE -- PROPERTY LINE v P P q g 84 3B 35 31 30 29 G.B. GRADE BREAK � -: DA YLIGHT LINE w 20. A suitable qualified and registered professional shall submit to the 92 93 Elf 51 50 28 27 F.G. FINISH GRADE SHEET FLOW RATE Building and Safety Department written certification of completion of TWr JVa, 9i R.G. ROUGH GRADE - - GRADED SWALE rough grading in accordance with the 49 F.S. FINISH SURFACE CENTERLINE o g g g approved grading plan prior tomop requesting inspection and issuance f h it ' � 89 � � 83 82 81 80� 52 � 37 38 39 40 R.G. oo�� q I g p o the building permit. Certification 88 72 71 �� 48 42 � I INV, INVERT OF DRAIN - � � _ SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. \ 87 73 88 59 44. P. PAD ELEVATION FLOWLINE 86 74 87 84 5 S4 47 / F.F. FINISH FLOOR ELEV, �"~`'S`,,,,./ SUBDRAIN 21. A suitably qualified and registered professional shall submit certification 85 8 00 of building pad elevation. Where specific elevations are required, the 84 75 B5 57 55 '45 G.F.F. GARAGE FINISH FLOOR .. �. AREA DRAIN � elevation (with respect to mean sea level) shall be given. If an elevation 78 8B58 46 B,V.C, BEGIN VERTICAL CURVE TOP OF SLOPE a 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 P,I, POINT OF INTERSECTION RETAINING WALL 22. A suitably qualified and registered professional shall submit to the 30 31 80 7�?ACT ,NO, M087-4 E.P. EDGE OF PAVEMENT , FIRE HYDRANT Building and Safety Department written certification of completion of T W. TOP OF WALL ELEV, o STREET LIGHT of final grading in accordance with the approved plans for all grading 28 01 ••� T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL designated as 'engineered grading". 26 27 32 y DF, DEEPEN FOOTING DEEPENED FOOTING Q 33 '� � L. LENGTH o• 4• © o4• WATER METER � 23. The contractor shall notify the District Building and Safety Department -� 25 85 34 •9�� � DWY. DRIVEWAY 9 � _ � CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage 24 38 �, N,TS. NOT TO SCALE � DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 3 3 C1,x, ION final inspection for each lot. 21 22 39 38 00*1 P,U,E, PUBLIC UTILITY EASEMENT 2 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 cn dig at 1 -800---422--4133. 41 18 1 42 14 15 43 0 li 12 13 46 ./ P CRAP / URV OU C X Li 10 48 47 AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: �T: e z e 9 49 EARTHWORK ESTIMATE �,w,. Underground Service Alert 7 51 50 �� ��f ROBERT J. LUNG & ASSOCIATES : ` "�� �.- ., 52 �' 2832 Walnut Avenue, Suite E iQv ;# . , "� �- 8 (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) �. z Call.* TOLL FREE 54 53 Tustin, Ca. 92780 ( �� ' W *, • 58 5 Qv (714) 832-2077 �O\JSD `� oaf _J 5 57 TOTAL CUT....................550 C.Y. WA?? 4 .00 TOTAL FILL....•.....6.••......550 C.Y. 4c r 1X800Ase ;;!! � 58 3 6 00 NOTE : d� ; r � 2 61 • 1� ��'d dt���prplp 227�2600 1 D I HN�� THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTI ACT A V U L VOLUMES z� PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR G AND BONDING .00 280 HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 2280 Wardlow Drive, Suite 150 762e 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 Temecula, Co. 92590 Corona, Co. 91720 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING .� "CAUTION": Remember that the USA Center (909) 279-4000 (909) 699-6193 CONSTRUCTION MAY VARY. o notifies only those utilities belongin to 00 the center. There could be other Jilities SCALE= 1'=200' present at the work site. The center will -- 0 inform you of whom they will notify, zl _z RECOMMENDED FOR SEAL MUINM SEAL m APPROVED BYa:! HUNSAKER & AssoclATEs COUNTY OF RIVERSIDE SHEET NO. LEGAL DESCRIPTION: _ APPROVAL �� DATE PARCEL 12 OF PARCEL MAP 24387, AS.RECORDED IN MAP �RpFESS xpN IRVINE INC�l Q �►13DD(£s qC �l FOR TRANSPORTATION DEPT., RIVERSIDE OOiJNTY GWFORNU " , TRACT NO. 2 �- BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS h�� „�`' ray Fy�11 INLAND EMPIRE REGION 0 PHASE 10 RECORDS OF RIVERSIDE COUNTY, CALIFORNIA M a � z R.C.E. N0. ',;., � 2900 ADAMS STREET, SUITE A-15 I 1 W Ex�1. 58020 2 r RIVERSIDE CA 92504 (909)352-7200 LOTS 12- 179 34-369OF The private engineer signing these plans is responsible for assuring the accuracy DATE ( � f P R E PA R B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS S M and acceptability of the design hereon. In the event of_discrepancies arising after CHECKED BY �� ti��� 49 & 5O county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A l Z%'�Fp�� SCALE 1"=200' RECISE GRADING PLAN FILE NO. BENCH MARK "'� �" �''�°� �" CO.�' Ste. T-7'.�' � � a OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISION COUNTY DATE ���cA� PAU D LESTON JR. AA'PH:T MDwr,tea NOF CIL RATEWIELDNCHO CAAGE UR RD. W.M � the county. DESIGNED BY DRAWN BY CHECKED BY R. N0. 5$020 EXP. DATE 6/30 02 DATE JANUARY 2001 a�vARO�° 2t���' W. of Milt P= #17511WE FOR W.Q. Z,... CENTEX HOMES 0919-23067 r ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH ( "' ^ B CURB OUTLET PER DETAIL HEREON. 0 EACH T.G. ELEV. 1'-0" SPEED-D-TUFF GRATE - (SEE PLAN OR APPROVEDIEQUAREETV) LOT Na. C ,r A.B.S. PIPE 0 LF. F.G. Q� SPECIFICATIONS D CONSTRUCT RETAp�MG W4LL PER RIY. CO. (ORM 284-197 REV 10/x94 So LF. GRATE HOUSING 5+ MIN. P.L. E CONSTRUCT RETANYIING WALL W/M�OD ABOVE PER DEfAlt HEREDIV. 0 LF ADAPTER N.O.S. NO. 1221 15' TYP. (10' MIN.) F REMOVE& REPLACE DIRNEWAY AS WECESS4RY 54 L.F. REDUCER OR APPROVED EQUAL F.L. TOP/TOE OF CONCRETE: SLOPE SHOWN PIPE RISER I PLASTIC TEE F © F 3 MIN. 1 ON PLAN 5 MIN. PORTLAND CEMENT PER ASTM C 150 NOTE. FOR BINDING z CONCRETE AGGREGATE PER ASTM C 33 F.L. F.F. ELEV J 3' MIN. w A.B.S. TO P.vc., � f'C -- 2000 PSI AT 28 DAYS. CONTRACTOR TO PER PLAN INV: ELEV. USE OR EQUAL. PAD ELEV. m (SEE PLAN) CEMENT TYPE II PER SOILS ENGINEERS RECOMMENDATION 2%MIN. d A B *2:1 MAX.* m LANDSCAPE AREA DRAIN DETAIL EAS \ 6 MIN. ., 2., PAD REINF. STEEL: A NOT TO SCALE ��, �� s MIN. Mq�Orl ELEV. N. G.F.F ELEV. B.S.L. 6"'M IN. 4 �\ �- 12 MIN. DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: NOTE: cwi 4%MINN20%MAX for 3 then 2%Min-20%MAX. 4 OR SMALLER GRA CONTRACTOR SHALL EMBED HARDWARE 12 MIN. # GRADE 4 0 REQ D. FOR INSTALLA TION OF WOOD T ALL CELLS * FENCE POST PRIOR TO GROUTING 4 �, EXCEPT BERMS LESS THAN 1 HIGH BACKFILL: 901( COMPACTION FE1, MAY BE CONSTRUCTED AT 1 1/2 TO 1 5 OR LARGER GRADE 50 THE BLOCK WALL CELLS SECTION "A -- A" CONCRETE BLOCK: T.W. AS SHOWN ON PLAN CU FACEv ° ° 'SIDEWALK o PER IMPROVEMENT PLANS PER GRADING PLAN �G' DIRECTION OF FLOW ��' 8" BACKFILL MATERIAL PER f m = 15 0 0 PSI A r 28 DAYS � r-- SOILS ENGR. APPROVAL CONTRACTOR TO PROVIDE CONSTRUCTION 1 �� �� 1-14 CONT. JOINT IN SIDEWALK 0 CENTERLINE OF " TYPICAL LOT FINISH GRADING GRADE N HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, ® 32" 0.C. (�) PIPE R/w OPEN GRATE" TYPE CAP OVER COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS III- TOP OF TEE TO ACT AS BUBBLER 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) N.T.S. "NO SPECIAL INSPECTION" "A" BAR WA RPR N PER DRILLED IN CURB I NOTE' 1i OF SPEC. ; 00 0 SET~INVERT OF PIPE SI EWA ��`� 2- CONT. W 2" ~ `D 1/2 ABOVE FL. GUTTER - � C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. 5' MIN, P.L. 5' MIN. MORTAR: 12� WIRE 6" P.V.C. 90' TEE AT ROUGH GRADE AND PRIOR TO a w C 3" A.B.S. » >, " " a 00.1 oC__:f (FORCLEANOUT) BUILDING CONSTRUCTION. 3' MIN. FL1 " F.L. 3' MIN. TYPE S PER ASTM C 270 B BAR 0 oa 6" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE ? EXTRA DEPTH ��6" 1 PART GEMENT _ 0 0 0 ^4CATCH BASIN & PIPE OR OTHER OF FOOTING TO 1/Z PART LIME PUTTY -, - __ - ; o AREA DRAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE IS BE DIMENSIONED o -REQUIRED WHEN A STOOP -NOT TO SCALE FIREPLACE OR PORTION OF m ON PLANS 1 1.0' OR m 4 1/2 PARTS SAND -*_ _ A THE BUILDING EXTENDS WITHIN I LESS 5- 4 CONT. L_ ;,�MINIMUM ESTABLISHED DRAINAGE PAD 6 MIN.SETBACKS. ELEV. \ 4 . 2%MIN. GROUT: 12~ 12 "C" BAR *2:1 MAX.* PAD 6 MIN. _. e "L" 3. SEE STD. PLAN 101 FOR 12"MIN. �� 6"MIN. ELEV. a l DRIVEWAY APPROACHES. �\ 12"MIN. CONFORMING TO ASTM C 4 75 2%MIN. a RETAINING WA TYPE 2 2:1 MAX. 1 PART CEMENT GROUT SHALL BE OF FLUID LL N 4%MIN-20%MAX for 3' 3 PARTS SAND CONSISTENCY LEVEL BACKFILL N.T. I then 2%Min-20%MAX. NOTE: -4- R, R�1N * EXCEPT BERMS LESS THAN 1' HIGH 2 PARTS PEA GRAVEL 1- FOR WALL HT. 4'-0" & LOWIER,"DOWEL THE "A" BAR INTO FTS IN o 3' R/W MAY BE CONSTRUCTED AT 1 1/2 To 1 THE SAME CONFIGURA77ON AS B BAR r� IN-GROUND UTILITY HOUSINGS X (D--PER 4" PERFORATED PVC SCH. 40 PIPE W/1' WIDE x (H/3 OR 18~ MIN. HIGH) o (WATER METER, CABLE TV ETC.) \ / �� p �� NOTES LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. , PAD F LINE SWALE 1% MIN. TO BE INSTALLED FLUSH To ALLOW h S E C T I 0 N B -- B OUTLET SUBDRAW W/2 PVC SCH. 40 PIPE ® 10 O.C. = UN-OBSTRUCTED DRAINAGE r- o_ -~-$ 29� 1/4„PER 1' 1. GROUT ALL CELLS SOLID. `-- 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR ` '-. " UNDISTURBED ENGIN EERED COMPACTED FILL. L Q SOD (IF USED) SHALL BE INSTALLED , 3. WALL SHALL BE LAID TRUE AND PLUMB. x FLUSH WITH SWALE TO ALLOW h X , UN-OBSTRUCTED DRAINAGE UP TO 5' 1' 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. FIG, NO. 2 MORE THAN 5' h/2 MAX 5' P.L. 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. TYP/CA SOD AND UTILITY DETAIL NOTE: 3:1 SLOPE PERMITTED To BEGIN AT R/W 4' 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH 2 APPLICABLE SECTIONS OF THE 1997 UNIFORM BUILDING CODE NTS F.L. w AND A.C.I. STANDARDS 381 - 95. i 1. SECTION "A-A" APPLIES WHEN THE 15 TYP. z DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. J 7. ALL BARS SHALL BE BENT COLD. EXCEEDS 1.0'. HEREON J 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH RETAINING WALL TYPE 2 SCHEDULE , 2. SECTION B-B APPLIES WHEN THE BERM TO BE m „ „ H o DIFFERENCE IN PAD ELEVATIONS IS REMOVED EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. ET. HEIGHT 8 BLK. 2 BLK. A BARB BAR A BAR L K 00 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE----,,,,,,,, ( PAD a s� MAX ELEV. j 9 BACKFILL SHALL BE PER SOILS ENGINEERS RECOMMENDATIONS. 2'-0~ 2'-a~ ~ ~ " OF FOOTING IS SHOWN ON THE SHOWN ON - „_ CN GRADING & STRUCTURAL PLANS. PLAN -- 2�M� 6 MIN. v i � 10. SUBDRAIN SHALL BE 4" PERFORATED PVC SCHEDULE 40 PIPE ~ ~ #4®24 #4�1s 3-o 3. IN NO CASE SHALL THE SWALE �� \ - T OP AWAY FLOWLINE BE LOWER THAN THE � � WITH 2" PVC OUTLET PIPE C9? 10' O.C. (THRU CELL NOT �-8 2-8 #4®24~ #4®1s" 3'-1" 0 Li PLANTER AREA 0 SLOPE BOTTOM OF FOOTING WHITHIN 4%MINN20%MAX for 3' 12 MIN. CONTAINING STEEL PLACE 1. ' " X' 4" 3'-4" - 01fi" - 016" 3'-3" - cn > FROM FOUNDATION AT A MINIMUM then 2%Min^�20%MAX. � 0 WIDE X H�3 OR 18 MIN. HIGH PER � w OF 2%. PLANTS AND SHRUBS SHALL 5 FROM BLDG. LINE. LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. 4'-0~ 4'-00 ~ �► ~ � #508 -� #4®1s 3-6 w 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM » » 1 1. WATERPROOF BACK OF ALL THE RETAINING WALLS W`2 COATS � ~ ~ , " " ~ _ Q NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C C #4®t 6" 3-8 -- a AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. OF ASPHALTIC EMULSION PER MANUFACTURE'S SPECIFICATIONS. 4-s 2-s 2-o #4®1s #4®1s FINISH FLOOR TYPICAL REARYARD GRADING PROPOSED WALKWAY 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 5'-4~ 2'-8~ 2'-8~ #4016~ #5016~ #4016 3'-11~ 3" 0 PAD - P.L. AFTER THE WALLS ARE BUILT. 6'-00 2'-s" 3'-4~ 016~ 5081v " 4'-3~ " ' AZ4•� 10 ► 4' # #501 fi 5 � 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS AND Ao OF'ELEV. ELEV.= i AT A MAXIMUM 24 O.C. 0 �° �� TEMPORARY BERM 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN IN GROUND PLANTER TAIL ���' x °' NTS G, �1• TOP OF SLOPE SYSTEM IS ABSOLUTELY PROHIBITED. o Z o' ��. SHOWN ON PLAN � PAD ELEV. Q ' 2 NOTE: ALT. SECTION TO BE BUILT w ONLY WHERE SHOWN ON PLAN. PLAN 3 ALTERNATE SECTION "C-C" P 2 2794L P=00.0 NTS 2090L 2648L FF=00.50 �� P=00.0 a P=00.0 TYPICAL ELEVATION DIFFERENCE -FF_00.50 FF=00.50 TDP DF CURB i PLAN 1 r --;69 T__s- 5'MIN. NTS I WMIN. I WMIN. I WMIN. 5'MIN. Cn ILLj GFF= GFF= _ �� GFF= _ G - CASITA GAR. PAD 00.00 ELEV. -0.2 H.P. °� �. as �.�,� � , g� LLJ TOP of SLOPE N- N FF= ' FF 00 50 z "' � 00.50 5 MIN. � 100.50 � � � I � Underground Service Alert 0 E l "` ""'" DEEPENED FOOTING PER PLAN z z . - Call: TOLL FREE CASITA OR - o o w N N N U OPT. GARAGE FOR GARAGE OPTION-- DEEP NEE FOOOR * P=00.00 GFF= HOUSE GFF -0.41 1�800 FF= na CASITA ONLY 00.50 H FOR CASITA OPTION- TOE H/3 BUT NEED NOT 2090 SQ.FT. 2648 SQ.FT. , SAME PAD & 2794 SQ FT. .,1s ca TOE OF SLOPE EXCEED 40' MAX. ELEVATIONS AS I MAIN HLOOR 2 STORY 2 STORY 2 STORY a OUSE 2-3 CAR GARAGE 2-3 CAR GARAGE 2-3 CA_� � , E � TWO WORKING DAYS BEFORE YOU DIG ,�• p ,+ .CASITA`& OPT. GA AQ E--S LE..--D ETAI-L REDHAWK I > Q� . * �� � ,� NTS "���� � '��'�'� OP �~ � o "CAUTION": Remember that the USA Center A P notifies only those utilities belongin to TYPICAL HOUSE TYPES �Q� y, ,��o. NTS �,, � the center. There could be other a ilities �.� � present at the work site. The center will ,�► SEE ARCHITECTURAL PIANS FOR COMPLETE FOUNDATION DETAIL ;' `,�_ oA\\ Inform you of whom they will notify. •� � ����� � "140 z ' m RECOMMENDED FOR SEAL COUNTY SEAL APPROVAL �� APPROVED BY DATE HUNSAKER & ASSOCIATES COUNTY OF RIVE SHEET NO. Q�OFUDD /Oi{�1, �o H LFs FOR TRANSPORTATION bEPT.. RIVERSIDE WUNTY CIWfORNIA IRVINE, INC TRACT NO. 2 -4 INLAND EMPIRE REGIO a ), N PHASE 10 2 `° r _ 4 zjY R.C.E. N0. I, 2900 ADAMS STREET, SUITE A-15 W -XP. X30/° rn RIVERSIDE CA 92504 (909)352-7200 LOTS 12- 179 34-36 0) PREPARE BY DATE OF SHTS The private engineer signing these plans is responsible for assuring the accuracy DATE ��' x'� PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 49 and acceptability of the design hereon. In the event of discrepancies arising after h & 50 o county approval or during construction, the private en ;neer shall be res ns;ble DATE BY MARK APPR. DATE CHECKED BY `t�y�, C1V IL ���� FILE N0. A aR�s alslc sr<u�n RV. co. suR. r-77--81 IN raNc� PRECISE o "°�° BENCH MARK PLAN �\F of `Fo SCALE FLUSH M. w�1r, or• eurrel� sr Rn. �1z' W. of for determining on acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE ���`A� PAULr/N H U D D E ON J R. M AWN&T DWY. t4' N. of c L 111000 CAUF RD. IN M � the county. DESIGNED BY D RAW N BY CHECKED BY DATE JANUARY 2001 UNIMPROVO ARFA �' W. of UnLrrY POLE #1751190E FOR W.O. R.C.E. 0. 58020 EXP. DATE 6130102 ELEVATION - 1230.86 CENTEX HOMES 0919--23067 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 LF. D jCaWMWT RETAM M OLL PER R11V. CO. RWM 284--197 REV. 10/94 50 LF. E CONSTRUCT RETAW MG hWl WIMM FENCE AWW PER DETAIL HEREON• 0 L F REI+IOYE& REPLACE DRNEWAY AS ACCESMY! 54 LF. . . ... ..... .. ti 33.10T, - - 2:1 12 37 � 2:1 1 00 DEDICATED 0 THE C LINTY OFR 1210 r„ . 1215 # ! -` ` " " '� t H�• w t . w op f u w I ti I I I 1 _ PLAN 3 I I 3 PLAN 1 2794L I I i 18.7 PLAN F ry Ott4L. I i _ ss 0' 2648E P= 203.3 I H.P. 9 c ( � 1 O'F• L Pig 3 I Q ... FF= 1203.8 $. h -P= 1216.8 p• 209D •9 o o pF P= 1205.7 I 2r794L �` 1 �()�OL s. FF= 1217.3 I p�121 3 4 I I FF= 1206.2 2 � 1219.1 I . FF_ 12 i2 p= 1209.0 I 2---� ,- P +� _ I FF= 1219.6 1 1o.i ~PLM 1 FF= 1209.5 I 54 C14 I V ;9) 1 P� 1 ``� . • FF= i O.4• 1 1 0� 13 O1 GFF= •4' I 1 9 1216.8 ----i 4 0�(;FF &6 I __ F• 1 7 ;FF-- 3 GFF= 1 as .s o.4' a.5' 03 �, I 1 1 1 1Q' I o f 1212.D a D.F. 6 r D.F. - D I 0.3' 14. I v I F:LNG•B 4 I - z .z . I i81 • 0.2 1 1 15 �; 'v =1212.49 a FGFF= 6 - 7 T. = 2b I o I F.L.�►G. . F 4. .L.NG. �121�i.39 1 •7 P 212.9 6 1 9 0 �•C+. I ,� P= 205.7 P= 1203.31 4 nt I x1218.6 6 • t 1.1 1 I 1, • 1 ,gJ ` `� _ o D.F 1D.i^ P='�21s.a i 14' 1207.$ i D.F, 0.6' ".D•F• 1 10.4 I 1 s px*1219. i - 10.1 i D.F. �1 46.43 -- --� .0 3 I 0 60.00 - �, �' S• '�` �' I+ z 60.00 y �?' �Ci. Sir � 9.7' C> 6.6 aE9 3p9.9' �� � v �js s 1001, cs�` 6 - 52 35 24 E 222.83 - Q . _ - _''` c N 47 -- = 5003'36" w uJ 6 . y 60. 0' p 56. 5.0 ' - _ 2t' • `� I GFF= �' 2. 2�8 Q• a� GFF= 1202.5 - P=*12x1.3 0,A' c SNI ` + 1204.0 4:0 t.FF=1 DFNCIi + N�F �ZU "d �� . ' _�_ .. C3 I z �..�o -- EL � .¢s 1� 1 PL,k1N i � z J 1 GFF= o I I o + :n ob• '� 2090E ,.r 1201.3 ,ok W r it . 11 8� 32.5' P= 1204.0 O° I + w `= PLAN 3 04' + �'� �• ► ,°° •s ' FF= 1204.5 io' L - _ ZQ. w Li 1 . 2'794R a. I _` Z i PLAN 2 P= 1202.5 1: d FF= 1203.0 w 2648L izs P= 1201.3 r •4¢ 1 11 1 I FF= 1201.8 x21.92' 1 • �Za - 00 - 1 m F.L.NG B• 22 TC 6Ilk*+ • 9 111.4" � I 7 r 36 35 4 �0 zea 1 -- --.- w N NL 0) f" + fV G7 CY- C) co 205 C I �ci i b CL a''('' LLi r W + �W„ 10 !� 1210 w 50.91-26.2 C7 CJi rj �` , 1 2.1 n •S i . .�G �' �T9 1215 Q 2r. -- 12 1 v/ 1 I I w 124.91' 4 ' ' 28.45 27. 4 Cf) rn 122; W 0 x w w Underground Service Alert 9 f z Call: TOLL FREE '�� 6 co liiiiiiiiiiiiiiiiBOO c o T__ OV& �i�pt��` °�eoVOW 2271111111111111112600 0 at �►� "' � it Two WORKING DAYS BEFORE YOU DIG � 'a dt A 0 15 30 60 � �►x20 I've M "CAUTION": Remember that the USA Center cc notifies only those utilities belongin to the center. There could be other Alities present at the work site. The center will SCALE: 1"=30' 0 inform you of whom they will notify. z z M RECOMMENDED FOR SEAL couNw SEAL APPROVED APPROVAL RO E D BY DATE ;cx4 HUNSAKER & ASSOCIATES COUNTY OF RIVERSIDE SHEET NO. . E$S,�, TRACTas�� 11 FlDR TRANSPORTATIOM D�'T.. RIVERSIDE COUNTY CIWFORNUIRVINE, INC NO. 2 INLAND EMPIRE REGION PHASE 10 3 a sh i R.C.E. NO. 2900 ADAMS STREET, SUITE A-15 _ N w NO. 58020 I': ' RIVERSIDE CA 92504 (909)352-7200 LOTS 1 - 17 & °' 1 �P' 6/30/02 j PREPARED DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 3�„-3 499 �a OF SHTS The private engineer signing these plans is responsible for assuring the accuracy DATE � �/ 0 and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �y .��� FILE N O. � � � Sr� MV 00. SW T-27-81 IN �� PRECISE GRADING PLAN Q county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A �1�� ofi 1�-%Fo4 f SCALE as n1or�D g E N C H M �+ �.3 M. WLY• OF au�lao srM RD. t12' W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVI ION COUNTY PATE ��``cALPAUL HUD LEST N JR. ARK ,w Aspmur owr. t45' N. OF C L RANCHO CAUR RD. IN AN the county. DESIGNED BY DRAWN BY CHECKED BY R.C.E. N0. 58020 EXP. DATE 6Z30/02 DATE JANUARY 2001 M���8' W. OF u�iunr r� �t�51t� FOR CENTEX HOMES W.O. 0919--23067