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HomeMy WebLinkAboutLot 37-48 Precise Grading GENERAL NOTES 21 1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PLAN5 33, as amended by Ordinance No. 457. 1s 9 2. All property corners shall be clearly delineated in the field prior to commencement of any construction of any construction/grading. 2306 7• 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. 7g 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. ` A 7. Stability calculations with factor of safety of at least one and five TRACT NO tenth (1.5) shall be submitted by a Soils Engineer to the Building and V FAD. . 4 PHASE 11 LOTS 37 48 Safety Department for cut and fill slopes over 30' in vertical height. ` a �p EO �/Ali 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill 15 ��o 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 TICS O CONTRACTOR: drainage provisions must be used to protect adjoining properties during .� ,� grading operations. fit► 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 Q �► PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.- THAT THIS 1/2" per foot for a minimum of 3 . Q - 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 THIS o instability in accordance with Ordinance No. 457 prior to final grading inspection. PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. O 1 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 o SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. exceeding 15' in vertical height shall be planted with approved trees 7R�CT N0 28087-6 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT spaced not to exceed 20' on center or shrubs note to exceed 10', ora 36 37 38 39 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 TRACT NO, 23067-6 42 / 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 44 45 46 4 48 49 50 THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. Cn be irrigated by hose bib located at the top or toe of the slope, spaced to 35 S1 52 / w make use of a hose no longer than 50' in length. The irrigation system shall be G 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. � 34 26 GHANNEL AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. x 54 w 16. All grading shall be done in conformance with recommendations of the �: 33 25 CONTRACTOR SHALL VERIFY AL CONDITIONS AN ! z updated soils engineering report by Geo Soils Inc. dated January 27, 1998. 27 L D DIMENSIONS AND SHALLUJ Twof 0 18 i7 55 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. sets o the final compaction report shall be submitted to the S2 24 2 19 � Building and Safety Department which shall include foundation design recom- `� � 28 56 8 59 60 61 mendotions and certification that grading has been done in conformance with the �� 31 23 22 57 5 62 63 64 _ recommendations of the site investigation report. 15 18 65 86 0 17. If steepsloping terrain occurs upon which fill is to be laced it must be cleared 30 11 12 13 14 - P 9 P placed, 8 9 14 keyed and benched into firm natural soil for full support. Preparation shall be 5 6 7 approved by. a suitably qualified and registered professional prior to placement 2 3 4 0 of fill material. 1 18 19 20 21 22 23 n 18. All grading shall be done under the supervision of a competent soils 15 i6 17 24 25 -LEGEND EN OF ABBREVIATION do YMB S engineer who shall certify that all fill has been properly placed and who 11 12 19 14 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 8 10 28 F.L. FL0WLINE ELEV. "" ~100-�--___ PROP. CONTOUR o 19. Final compaction report will be required for all fills greater that 1'. 1 2 3 34 33 T.G. TOP OF GRATE -- PROPERTY LINE cn P P q 9 . • 93 94 06 3b 31 30 29 GIB. GRADE BREAK . DA YL IGHT L INE - ;. 20. A suitable qualified and registered professional shall submit to the g2 EY 51 27 F.G. FINISH GRADE 2X ,� SHEET FLOW RATE W Building and f ' ' 91 R.G. ROUGH GRADE GRADED S WAL E Safety Department written certification of completion of T ��• 9D 48 F.S. FINISH SURFACE - CENTERLINE o rough grading in accordance with the approved grading plan prior to 89 g1 BO 52 - ---- requesting inspection and issuance of the building permit. Certification 23087-1 88 89 71 70 80 B2 37 38 39 40 41 1INV. INVERT OF DRAIN '�°�� ._. SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. 87 72 68 5 48 43 44 I P. PAD ELEVATION - FLOWLINE 73 B4 59 o 21. A suitablyqualified and registered professional shall submit 'f' 86 74 87 47 F.F. FINISH FLOOR ELEV. �"'"� ,./ SUBDRAIN 00 q g p b t cern kation 85 75 58 5 45 G.F.F, GARAGE FINISH FLOOR _ _ �... _ _ AREA DRAIN � of building pad elevation. Where specific elevations are required, the 84 78 B5 57 48 � B VC BEGIN VERTICAL CURVE �'d `�"�" � TOP OF SLOPE Q elevation (with respect to mean sea level) shall be given. If an elevation 83 I with respect to adjacent ground surface is required, the actual distance 77 E,V.C. END VERTICAL CURVE ' ,zj TOE OF SLOPE above the adjacent ground shall be given. 82 78 TRACT NO, ,,, ET 3P.I. POINT OF INTERSECTION RETAINING WALL Li Clef EDGE OF PAVEMENT FIRE HYDRANT 22. A suitably qualified and registered professional shall submit to the 30 80 T W. TOP OF WALL ELEV, � STREET LIGHT w Building and Safety Department written certification of completion of ,fig � final grading in accordance with the approved plans for all grading 28 81 000, m �,o, T.F. TOP OF FOOTING ELEV, SOUND OR SCREEN WALL designated as engineered grading". � 27 32 D.F. DEEPEN FOOTING DEEPENED FOOTING 2B 33 .oL. LENGTH QgF o o4F WATER METER 23. The contractor shall notify the District Building and Safety Department 25 34 ��� DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage 24 98 35 N,TS. NOT TO SCALE3� t7,x, DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 3 P,UC UTILITY EASEMENT.E, PUBLI � final inspection for each lot. � � 21 22 39 38 00,2 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 ,. CA 1 dig at 1-800-422-4133. 41 16 42 o 14 -15 44 43 It OF 12 13 48 .�-' OP RAPHI SU V Y SOUR E: ,rw ;� • W r' 8 9 49 47 104a �� AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: EARTHWORK E Underground Service Alert 7 5i 50 �+ ,�./� ROBERT J. LUNG do ASSOCIATES 'PR� '�"' : `o,�Q 52 2832 Walnut Avenue, Suite E . �' •.• a� so Q) e 53 ,� ,� (EARTHWORK QUANTITIES FOR PERMIT PURPOSES ONLY) . . rc+n� �z r • 54 Tustin, Co. 92780 C,Mr� fie• �-' \ Cull. TOLL FREE -� w � _J '• * 5 714 832-2077 dt v 5 5t �� � � TOTAL CUT....r.rr............600 C.Y. • 58 5T S `plt,�.��IIs r 1�800 4 TOTAL FILL....................600 C.Y. 0 58 9 � r 2 8 NOTE 227-2600 81 l� 1QWNERFINGI 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 100 7620 Commerce Center Drive, Suite 103 PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 0 2280 Wardlow Drive, Suite 150 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG .000 0 100 200 400 600 800 Corona, Co. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279-4000 CONSTRUCTION MAY VARY. o "CAUTION": Remember that the USA Center 00 notifies only those utilities belongin to the center. There could be other u /lines SCALE= 1"=200' present at the work site. The center will o inform you of whom they will notify. z m RECOMMENDED FOR SEALCOUNTY SEAL APPROVED LEGALBY DATE HUNSAKER & ASSOCIATES COUNTY O F RIVERSIDE SHEET N0. ESCRIPTIONs APPROVAL �M, PARCEL 12 OF PARCEL MAP 24387 AS RECORDED IN MAP RpFEss BOOK 164 PA THROUGH �, S FOR TRANSPORTATION DEPT., t�r c GES 5 ROUGH 20 INCLUSIVE D DED P �Q Huoo� � � INC TRACT NO. 2 �- CLOSED MAS �. f�. RIVERSIDE COUNTY CALIFORNIA ��� oy FtiF INLAND EMPIRE REGION RECORDS OF RIVERSIDE COUNTY, CALIFORNIA J c, ;:E cv M a NO. 58020 R.C.E. N0. 2900 ADAMS STREET, SUITE A_,5 PHASE 11 RIVERSIDE CA 92504 (909)352-7200 OF3 SHTS a' EXP. 6/30/02 PREPARED B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 37-48 The private engineer signing these plans is responsible for assuring the vccurocy DATE o and acce tabli of the design hereon. In the event of discrepancies arisingafter FILE N0. county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. A CHECKED BY ,�;�TF, CIVIL o¢�ti� SCALE in=200' PRECISE GRADING PLANBENCH MARK A D151C 5TA>NPED RN �. SUR. T-�,.-�' w �"� a �F CALF FLUSH t 0.3 M. WLY. OF SUTIMELD STAGE RD.t 12, W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISION COUNTY DATE �� PAUL H U D D LESION J R. AN ASPHALT DWY,*4& N. OF C/L RANCHO CAJF. RD. IN AN the count . ��~ DATE UNIMPROVED AREA f2• W. OF UnU Y POLE j1751190E FOR W.O. DESIGNED BY DRAWN BY CHECKED BY R.C.E. NO. 58020 EXP. DATE _ 6/30/02 JANUARY 2001 ELEVATION �. 1230.56 CENTEX HOMES 0919-23067 �r . ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH T.G. ELEV. 1SPEED-D-TUFF GRATE ^_ - ^� B CURB OUTLET PER DETAIL HEREON. 0 EACH '.,.p" � ��.� (SEE PLAN N.D.S No. 1212 (GREEN) LOT NO. 1 "A OR APPROVED EQUAL ,l• C 3" A.B.S. PIPE 0 LF. M��/ F G. o``� D CONSTRUCT RETAINING N(ALL PER RN. CO. FORM 284-197 REV. 10/ti4 0 LF. SPECIFICATIONS P.L. 1144LE CONSTRUCT RETAWM L W/NbOD FENCE ABOVE PER DETAIL HEREON. 0 LF. F RDWOVE& REPLACE DRACOY AS �4RY 0 LF GRATE HOUSING 15' TYP. (1O' MIN.) 5' MIN. REDUCER OR�ATPPROVED EQUAL 1221 F.L. TOP/TOE 0 F CONCRETE: PIPE RISER PLASTIC TEE F C ONPN \6- 3 MIN. o LAPE HOWNw ' MIN. PORTLAND CEMENT PER ASTM C 150 NOTE: FOR BINDING ? z = CONCRETE AGGREGATE PER ASTM C 33 � � F.L. ,�, A.B.S.T To P.v.C., F.F. ELEV. 6 3' MIN. z f'C = 2000 PS/ AT 28 DAYS. CONTRACTOR TO ae � r--�--- -------� a, � � J PIPE SIZE INV. ELEV USE WELD-ON 194 PAD ELEV. PER PLAN (SEE PLAN) SOLVENT OR EQUAL. o CEMENT TYPE 11 PER SOILS ENGINEERS RECOMMENDATION 2%MIN. .j A B *2:1 MAX.* m LANDSCAPE AREA DRAIN DETAIL ELEV \ 6 MIN. g'MIN. 2 7 M PAD REINF. STEEL: to-A NOT TO SCALE F' F�' `T` q-' ELEV. 6 M� T �� G.F.F ELEV, B.S.L. � 12'MIN. 4%MIN-20%MAX for 3' DEFORMED BILLET STEEL BARS PER ASTM A 615 AS FOLLOWS: No7E: i then 2%MinN207.MAX. 12"MIN. #4 OR SMALLER GRADE 40 REQD.AFO INCTOR STALLAAU 77ON OF WOOD 180 RE OUT ALL CELLS Low- 01 ` 01 * EXCEPT BERMS LESS THAN 1' HIGH #5OR LARGER GRADE 60 FENCE POST PRIOR TO GROUTING BAClCF/LL: 90$ CDMPACnoN MAY BE CONSTRUCTED AT 1 1/2 TO 1 THE BLOCK WALL CELLS a SECTION "A - A" CONCRETE BLOCK: T.W. AS SHOWN ON PLAN a CUM FACE° ° a SIDEWALK d g" BACKFILL MATERIAL PER nj PER IMPROVEMENT PLANS PER GRADING PLAN DIRECTION OF FLOW ,7'- f m = 1500 PSI AT 28 DAYS SOLS ENGFL APPROVAL CONTRACTOR TO PROVIDE CON1' GRADE "N" HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, 0'�2"o cT(rw� - JOINT IN SIDEWALK ® CENTETYPICAL LOT FINISH GRADING COLOR ANDIOR ARCHITECTURAL FINISH PER LANDSCAPE PLANS III III�;, II-III_ PIPE R/W "OPEN GRATE" TYPE CAP OVER TRP OF TEE TO AT PIP T AS BUBBLER N.T•S• „ » "A" BAR WA RPR N 3.5" 0 HOLE CORE CURB (REQUIRED E ANGLE POINTS) NO SPECIAL INSPECTION NOTE 11 OF SPEC. DRILLED IN CURB ( " ao 0 ��� 2- 77, I SET INVERT OF PIPE SIDEWA MORTAR: 2-'nE CONT. W/ 1/2" ABOVE FL. GUTTER C 3" A.B.S. 5' MIN. P.L. 5' MIN. 12 RE 1. SWALES TO BE CUT IN AT 1% MIN. 6" P.V.C. 9a' TEE AT ROUGH GRADE AND PRIOR TO " " < 0<10 ° C 3" A.B.S. BUILDING CONSTRUCTION. F.L. ., F.L. "S" B BAR 2 a o (FOR CLEANOUT) s" TR " A.B.S. MIN. 1 3' MIN. TYPE S PER ASTM C 270 " a 3 B S. REDUCERS 2. A PAVED DRAINAGE SWALE , EXTRA DEPTH 6'6" 1 PART CEMENT _ mwfft- a o x °° N CATCH BASIN & PIPE OR OTHER OF FOOTING TO 112 PART LIME PUTTY AREA DRAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE 15 a BE DIMENSIONED © - NOT TO SCALE REQUIRED WHEN A STOOP m ON PLANS 4 1/2 PARTS SAND -•�- - �-=•, _ -- - - - :- FIREPLACE OR PORTION OF I 1.0 OR m - - , - THE BUILDING EXTENDS WITHIN I LESS 5- 4 CONT. - _-F7 MINIMUM ESTABLISHED DRAINAGE PAD 6 MIN. �+ 12" Y 12"^ "C" BAR SETBACKS. ELEV. 4 2%MIN. GROUT. *2:1 MAX.* PAD 6 MIN. _. @ 3. SEE STD. PLAN 101 FOR 12"MIN. 6"MIN. ELEV, e L DRIVEWAY APPROACHES. 12 MIN.�\ " CONFORMING TO ASTM C 476 � 2%MIN. RETAINING WALL TYPE 2 2:1 MAX. 1 PART CEMENT GROUT SHALL BE OF FLUID N 4%MINN20%MAX for 3' 3 PARTS SAND CONSISTENCY LEVEL BACKFILL nr.r.s. 0 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=-O" & LOWER, DOWEL THE "A" BAR INTO FTG. IN Q 3' R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 714E SAME CONFIGURA770N AS "B BAR r0 IN-GROUND UTILITY HOUSINGS X ) PER LINEAR FOOT OF 4" PERFORATED PVC SM 40 PIPE W/1' WOE x (H/3 OR 18" MIN. HIGH) �I p OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. , F OWLINE SWALE 1% MIN. (WATER METER, CABLE TV ETC.) \ / » �� NOTES " PAD TO BE INSTALLED FLUSH TO ALLOW h SECTION B -- D OUTLET SUBDRAIN W/2 PVC SCH. 40 PIPE ® 10 O.C. _ UN-OBSTRUCTED DRAINAGE a 4.2%X 29G 1/4"PER 1' 1. GROUT ALL CELLS SOLID. a� • ~--� 2 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR ` - " i UNDISTURBED ENGINEERED COMPACTED FILL. Q SOD (IF USED) SHALL BE INSTALLED \� , 3. WALL SHALL BE LAID TRUE AND PLUMB. FLUSH WITH SWALE TO ALLOWr h X °d UN-OBSTRUCTED DRAINAGE 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. `= ' UP E 5'THAN 5' h/2(MAX 5' FIG. N0. 2 MORE 1' P.L. R DIAMETERS. 5. ALL SPLICES SHALL BE 48 BAi NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 6. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH PICA10D AND UTILITY D TAIL 2' 4' APPLICABLE SECTIONS OF THE 1997 UNIFORM BUILDING CODE 0 NTS F.L. z AND A.C.I. STANDARDS 381 -95. 15 TYP. 1. SECTION "A-A" APPLIES WHEN THE z DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10' MIN. J 7. ALL BARS SHALL BE BENT COLD. EXCEEDS 1.0'. F HEREON 6__j 8. CONTRACTOR SHALL VERIFY COMPATIBILITY OF DESIGN WITH RETAINING WALL TYPE 2 SCHEDULE . 2. SECTION DIFFERENCE N PAD APPLIES ELEVATIONSTHE S REMOVED BE m EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. ET HEIGHT 8" BLK. 2" BLK.a "A" BAR"B" BAR »A" BAR "L" "K" � 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE PAD 9 BACKFILL SHALL BE PER SOILS ENGINEER' GRADING & STRUCTURAL PLANS. PLAN S RECOMMENDATIONS. 2'-0" 2'--D" 4®24" - 4�1s" 3'--D" -- N OF FOOTING IS SHOWN ON THE SHOWN ON �� - I2% MqX• ELEV. _ �� - MIN 6 MIN. 0 0 - 10. SUBDRAIN SHALL BE 4 PERFORATED PVC SCHEDULE 40 PIPE 2'-8" 2'-8" - 4024" -- #4016" 3'--1" - 3• IN NO CASE SHALL THE SWALE �� � WITH 2 PVC OUTLET PIPE @ 10P D.C. (THRU CELL NOTo PLANTER AREA TO SLOPE AWAY FLOWLINE BE LOWER THAN THE 4%MINN20%MAX for 3' `12"MIN. �� 3'-4" 3'-4" - 416 -- 6" 3'-3" - > FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN then 2%MinN20%MAX. CONTAINING STEEL PLACE 1.0 WIDE X 14/3 0R 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'-D" -� #508 - #4016" 3'-6" -- w 3' BE PLACED SUCH THAT THEY DO 4. PROVIDE 5 WIDE BY 1 HIGH BERM » y� 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 AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. OF ASPHALTIC EMULSION PER MANUFACTURE'S SPECIFICATIONS. 4-8 2- z-o 14016 14016 14016 3-8 - o FINISH FLOOR PAD TYPICAL REARYARD GRADING PROPOSED WALKWAY 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 5'-4" 2'-8" 2'-8" #4®16" #5®16" #4016" 3'-11" 3" 4.4.2% -- -•--;•- 10' 6'--D" 2'-8" 3'-4" #4016" #508" #501s" 4'--3" 5" 2z AFTER THE WALLS ARE BUILT 0 s'F 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS AND °° o AT A MAXIMUM 24' O.C. 0 IN GROUND CANTER DETAIL � �x °� 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN NTS G.� SYSTEM IS ABSOLUTELY PROHIBITED. 0 W z a_ PLAN 3 r P 2794L o P=00.0 209OL! 2648L FF=00.50 P=00.0 00 P=00.0 TYPICAL ELEVATION DIFFERENCE -; _FF_00.50 FF=00.50 40' TOP OF CURB ; p 1 , 5'MIN. NTS 5 MIN. i 5'MIN. 15-MIN. 5'MIN. w GFF= GFF= :2 y GFF= 00.00 CASITA GAR. PAD 40 .0 x ELEV. -0.2 H.P. a .�.. co , � ww- f"'� mono" nN N FF= WMIN. N FF= FF= w 1 00.50 1 00.50 1 100.50 1 Underground Service Alert TOP of SLOPE "' ? 1%l NT M'"' DEEPENED FOOTING - J • - ,- i PER PLAN Call: TOLL FREE CASITA ORo N N NDEEU OPT. GARAGE FOR GARAGE OPTION- 1m800 PER PPLAN -ENED OR * P=00.00 GFF= HOUSE GFF -0.41 1 00 CASITA ONLY 00.50 22� 2600 FOR CASITA OPTION- '"" TOE OF SLOPE 14/3 BUT NEED NOT SAME PAD & FINISH FLOOR 2090 SQ.FT. 2548 SQ.FT. 2794 SQ. �� o EXCEED 40 MAX. ELEVATIONS AS MAIN HOUSE 2 STORY 2 STORY 2 STORY �;4"' � z 2-3 CAR GARAGE 2-3 CAR GARAGE 2-3 CAF GA1� Two WORKING DAYS BEFORE YOU DIG CASITA PT. GARAGE SWALEDETAIL REDHAWK I e • , NTS �C d In 0 "CAUTION": Remember that the USA Center SETBA( K -DL',r,�NDING. LO�E v► TYPICAL HOUSE TYPES ' r- 11100 notifies only those utilities belongin to � ���� � the center. There could be other uTilities NTS �, o present at the work site. The center will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAI�S r z Inform you of whom they will notify. A0•di d z M RECOMMENDED FOR APPROVAL SEAL col,,,nY SEAL APPROVED BY DATE SHEET NO. r��x HUNSAKER & ASSOCIATES COUNTY O F RIVER Q�pFESS 10 ' �4 HUDD(f � FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIA IRVINE, INC TRACT NO. 3067-42 0 , INLAND EMPIRE REGION2 y 4 �I, R.C.E. N0. ` "` 2900 ADAMS STREET, SUITE A-15 PHASE 11 w D(PP. /o�2 r RIVERSIDE CA 92504 (909)352-7200 OF 3 SHITS The pnvate engineer signing these plans is responsible for assuring the accuracy DATE �� PREPARED Y DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 3 7�-48CF) and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �� y �� FILE N0 0 county approval or during construction, the private engineer shall be responsible DATE BY MARK AP P R. A `\��` FpQ� SCALE AS NOTED A Mk% DISK STAMPED RN. Co. SUR. T-2791 IN GONCREtE PRECISE GRADING PLAN OP cA,.% BENCH MARK AS � M. wI.Y. of BOFERFIELD sTACE CALIF.t,D. IN OF 6 for determining an acceptable solution or revising the pions for approval by ENGINEER REVI I N COUNTY DATE ��� PAUL HUDDLESTON R. AN ASPHALT Drnr. #45' N. of CII. RANCHO LIRD. IN AN � the count . DESIGNED BY DRAWN BY CHECKED BY 58020 DATE FOR . . ........ R.C.E. NO. EXP. DATE fi/30 02 ,JANUARY 2001 �P� 21AR�.�B• W. aI� anon POLE ,�17511soE W.O. CENTEX HOMES 0919-23067 ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT A LANDSCAPE AREA DRAWN PER DEML HEREON. 0 EACH 8 CURB OUTLET PER DUA1L HEREON. 0 EACH C 3" A.B.S. PIPE 0 LF. D CM-MUCT RETAW MG WAU PER RN. CO. FIJI 284--197 REV. 10/94 0 LF. E REMUMG WALL W11M FEW AOM PER MAL MEW W. 0 LF. F I REM W& MOLACE DRKWAY AS NECESSW 0 LF. 1225-- 42.6W 225426W - .� ,15• 53.76' 68.92, - 6' • 1220 1 7. w , 42.35' 4, N N.P. # 1 8. l �` 121yo ju 3$- 27. i1K H.P. / 42 l 2 .. 39 l 4 1 � Hp w � .2 g•45 ,� , 2 2 _ / I 43 a.,a ��. 97.02' N ' �' °° N PLAN 3 Hp l •`� - - 37 H.P. ti 2��a .0 '�g9gR 9 .� , � 1227• �'7 9 4R y r- 12,308 10 P _12.2$•1 , P= 1229.3 1� FF- 13 - •r• Pym v1 T - L ' 1 \ H.P. �_ 090 ` .2 FF _ FF= ,229.8 r--_3 / �� 2 HP' r �► 4298 o c �� - ,1225 V- O eP _ 48 1 - 1 �, FF 122 f 1 0.0 9.4 l FF,, 1232.9 o -P� o' r_ 1 q'�• G = �� .F __ 13 s' OFF l 233.4 �� '�X9,4r � w / _ ••� 4 �+ � Q 1227.6 X o 1233 p '--_�-- p- 123.4 1 9 8 �` o .� 14 � 1223•� G � y. �- 1 U. GFF- 0 0'• 8 >> • i PF= 123 .1 �. ,,� `� • ' •93P/ \ P 1224.3 225.9 0• .i.N�• • --- 1229.3 7 F� 9 / 4•s °' �° f • 1 1 1224.9 227.11 F. p P,�. D 1' *� •31 . 0'FF'.. ti °• r •�` 1 9 1 / o 1232. l --_ k � ��t' tp _ O.Z • .GNG.B• P� 22.1• ID F c 1 .1 23p D.F / 9 R -r r ti #� @� ct. 3r* / r-L 1 hY. 541 F• 1 .1?,?.�. ` d, L28.GB pa l pF �232� F�r8 �,► ^ �.� + t.► Z` 00 3' *22 D. p.3 ;w► r 1223.8 s. p � u.F. 1 p•�• / 1z e�F / 123 \ ro �- F• o,_ \ -.4 _ , 56.03' aF of ' / 4.1 ;, � ��,�, , •� • �5�. \ -A-0k\13 1,4X �p ¢8 8 1 0.3 x o x,41 46.8�g 7 r' 8 -� j c.:. F• • / `f' \ 2 • LNG '� �'� 25.39 F / F N v' \ N CQ rn T .1.. # `yam' •a+ 35do 8 , +► a"� �,- o 16 3 •�- - 5 55' �'�, ' 1 50. 8.77 ti �� k 4 0 c� L.MG. • , \ ? ? 6' Jen 2 R + N •..a w W , �7.VBG 1233.7 _ F.LNG& w r \ 19• �� 'r _ •' 2 La-2 3°2 9'41 .,,, �, �n. N b f ►� � Cc� 3• C c�c.� o c� <1, T-1 pry ) .52 I- 17.6•g. \ ["� LOA �'o ti ~� - n .�►` gg "' T- 125�_ F•t+,,.�G �, ,� �3 �►� _ co 8 �j�• -o t2.N.. / i 0 �1 \ ` 6'�j. c M a� 1.62 ), 7 21. = j ts) '' � ► �'y ! 9 �' •�C -. - �-r to # w ." 0- s! C '�.-� �' C '�'� ,� ,� . n` r� •ZZ 8.4J0 -- rn-� x cv �� ► `^ '! Pill 6 pAYLIG LINE '�►` ft- V �� - LA v v ;5 84$ \ N 1 1 'v c•�w,-" � a+ 19.02 y .r y Y •Y _ LO I 240 0 N 1� LJ \ 4 _ 1 115` W 138.7 0 1� 1225 \ , 0 \ry"h 123000 1235 O W Q L1. W 0- W Q d Ld ' X W Z Underground Service Alert ry� LLJ � � c 40 C .. Call.* TOLL FREE W 1 800 • 00227 260 '. TWO 0 WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 "CAUTION": Remember that the USA Center m notifies only those utilities belongin 0cc to cc the center. There could be other utilities present at the work site. The center will inform you of whom they will notify. SCALE: 1 -30 z I APPROVAL DED FOR SEAL oomw SEAL APPROVED BY DATE � wY sHEET No.- HUNSAKER & ASSOCIATES COUNTY OIVSIDE m Y Q �►UDD( \ IRVINE INC23067-4 FOR TRANSPORTATION DEPT.. RIVERSIDE ooUN1Y CALtFORNU : TRACT NO. till), ry INLAND EMPIRE REGION 0 '� 4 � z Y R.C.E. N0. M,� 2900 ADAMS STREET IT CN PHASE 11 � ; SUITE A-15 � c, N0. 58020 r,f F ��: RIVERSIDE CA 92504 (9091352-7200 rn a °tP• e/30/Q2 �� PREPARED Y DATE PLANNIN / 37- 48 OF SHTSThe privvte engineer signing these plans is responsible for assuring the occurocy DATE / G ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LATS and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �,�� Y q coup approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DA \�r�c►oCl 1%.`�p� Gly' SCALE Np�p A MASS DISK srA�o RV CO. SUR. T-27-x1 IN coNc� PRECISE GRADING PLAN FILE No. BENCH MARK FLLM *0.3 M- MY OF BUTTMOD STALE RD. *12 W. OF o for determining an acceptable solution or revising the plans for approval by ENGINEER R EVI S I 0 N S 0 U N T Y DATE `A� PAUL HUD ESTUN J R. AN ASPw&T orn�. tis, N. or C w►Nct to cAuF RD. IN �w the coon DESIGNED BY DRAWN BY CHECKED BY DATE UNIMPROVED AREA *2• W. OF U nUmr Pa.E #175i1WE FOR W.O. R.C. NO. 58020 EXP. DATE 6Z30/02_ JANUARY 2001 EL.i=VATION a 123$.58 CENTEX HOMES 0919-23067 rllr