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HomeMy WebLinkAboutLot 1-7, 62-69 Precise Grading GENERAL NOTES 1 . All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PIAN 215 33, as amended by Ordinance No. 457. 15 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. m TRACT NO 2306 7 4 PHA SE 8 6. Maximum cut and fill slope = 2:1 . 7. Stability calculations with factor of safety of at least one and fiveLOTS 1 7 & 62 69 tenth (1 .5) shall be submitted by a Soils Engineer to the Building and �o RD. Safety Department for cut and fill slopes over 30' in vertical height. R�pNAwK cy, 8. Provide 5' wide by 1 ' high berm or equivalent along the top of all fill __- 15 � M,S44 Ra 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 o 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 NOTICECONTRACTOR: drainage provisions must be used to protect adjoining properties during d •.� grading operations. �► g 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 was at not less than PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THAT THIS 1/2" per foot for a 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, 0 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 3:NG FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE � I PROJECT, EXCEPT instability in accordance with Ordinance No. 457 prior to final grading inspection. OF THE OWNER TTHE ENGINEER. O 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. o ePceeding 15 in vertical height shall be planted with approved trees 7ACr NO, 2308 �-4j TO THE BEST OF OUR KNOWLEDGE, � THERE ARE NO EXISTING UTILITIES EXCEPT cv spaced not to exceed 20 on center or shrubs not to exceed 10', or a 36 37 38 39 40 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL sol 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 T mix or ground cover. Slopes exceeding 4' in vertical height shall be provided rfmcr ,Na, Mi OE -116 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 4MEBM 43 44 45 46 47 4849 50 THE PROTECTION DF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. w be irrigated by hose bib located at the top or toe of the slope, spaced to 51 Ln 35 52 w make use of a hose no longer than 50' in length. The irrigation system shall be C� 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. 11 A � 34 26 54 AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. x 16. All grading shall be done in conformance with recommendations of the �� 33 25 21 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL z updated soils engineering report by Geo Soils Inc. dated January 27, 1998. � 27 18 7 55 REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. U Two sets of the final compaction report shall be submitted to the 32 24 20 19 1 Building and Safety Department which shall include foundation design recom- tyA 28 66 8 59 60 61 mendatlons and certification that grading has been done In conformance with the 31 22 57 5 62 63 Q recommendations of the site investigation report. 23 15 16 84 65 66 29 11 12 13 14 LdLd 17. 30 I seep sloping terrain occurs upon which fill is to be placed, it must be cleared, 9 10 keyed and benched into firm natural soil for full support. Preparation shall be 5 6 7 8 approved by a suitably qualified and registered professional prior to placement 4 of fill material. 1 2 18 19 20 21 22 18. All grading shall be done under the supervision of a competent soils , 14 15 Goo 16 17 23 ,24 ,25 EGFN OF ABBREVIATIONS5YA49OLS engineer who shall certify that all fill has been properly placed and who 13 T.c. TOP OF CURB - - - 100 .- EXIST, CONTOUR shall submit a final compaction report for all fills over 1 ' deep. 5 6 7 9 10 11 12 F.L. FLOWLINE ELEV. ` 100--- PROP. CONTOUR 19. Final compaction report will be required for all fills greater that 1 '. 1 2 3 4 , 34 33 32 26 T.G. TOP OF GRATE -- PROPERTY LINE CIO q g 93 94 36 35 31 30 29 G.B. GRADE BREAK DAYLIGHT LINE Ld 20. A suitable qualified and registered professional shall submit to the 92 Ey 51 50 28 27 F.G. FINISH GRADE 27 SHEET FLOW RATE W -�- -- --� �- Building and Safety Department written certification of completion of r�� WeR.G. ROUGH GRADE GRADED SWALE 90 91 49 ¢ rough grading in accordance with the approved grading plan prior to 69 60 52 F.S. FINISH SURFACE -�- CENTERLINE ❑ requesting inspection and issuance of the building permit. Certification B9 70 63 fit 37 38 39 40 41 goo Q q g p g P B8 7 53 48 42 43 � 1N�. INVERT OF DRAIN SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. 87 73 72 , 68 59 44 P. PAD ELEVATION FLOWLINE o a 86 74 64 58 54 47 F.F. FINISH FLOOR ELEV. �"""�, / SUBDRAIN ,r- 67 55 45 G.F.F. GARAGE FINISH FLOOR 21 . A suitably qualified and registered professional shall submit certification _ __ � _ _ AREA DRAIN � of building pad elevation. Where specific elevations are required, the 8485 75 65 elevation (with respect to mean sea level) shall be given. If an elevation 76 t 66 57 46 B. V.C. BEGIN VERTICAL CURVE ��""`" TOP OF SLOPE o 4 with respect to adjacent ground surface is required, the actual distance 83 771 4000 56 E. V.C. END VERTICAL CURVE . TO OF SLOPE above the adjacent ground shall be given. 82 78 .0-- "'� P. POINT OF INTERSECTION RETAINING WALL ❑w 31 79 '~"~ Of MACr f�f O, M061-r.� E.P. EDGE OF PAVEMENT �, FIRE H YDRA N T 22. A suitably qualified and registered professional shall submit to the Building and Safety Department written certification of completion of 29 3D 8180 T.W. TDP OF WALL ELEV. -� STREET LIGHT af final grading in accordance with the approved plans for all grading 28 T.F. TOP OF FOOTING ELEV SOUND OR SCREEN WALL a_ designated as "engineered grading". 27 32 ~'"~�� D.F. DEEPEN FOOTING o ,� DEEPENED FOOTING 26 33 '4 L. LENGTH o0F o o0F WA TER METER 23. The contractor shall notify the District Building and Safety Department �� 25 5 34 •9�� DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage 24 3 36 N.T.S. NOT TO SCALE 3' O.X. DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 37 P.U.E. PUBLIC UTILITY EASEMENT final Inspection for each lot. 21 22 39 38 r 20 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 41 Id 1 RIVERSIDE Ig a 1 -800- 422-4133. TY F 15 16 43 42 COUNTY 0 = 12 13 14 46 4 44 -� PORAPHIQURV DURCE: DEPARTMENT OF w 11 `�E 47 � 0 BUILDING & SAFETY �- 10 48 000 00 AERIAL. PHOTOGRAPHIC METHODS, FLOWN BY. APPROVED w 49 �, EARTHWORK ESTIMATE 0 Underground Service Alert 7 B 51 5° ,�/� �rwlw>~a er DATk ROBERT J. L UNG & ASSOCIATES 52 �� 2832 Walnut Avenue, Suite E EARTHWORK QUANTITIES F ~ 6 53 d�� ,� ( Q ES OR PERMIT PURPOSES ONLY Approval of these plans shall not be construed to b� z Call: TOLL FREE 54 Tustin, Co. 92780 a permit for, or an approval ot, any violation of a.nv �� • 5 55 714 832-2077 of the provisions of the state or county laws. This U 57 56 �,Q ( ..... 7 C.Y. Y TOTAL CUT....••••r•.. ..•/ 50 W• 1 . set of Diens must be kept on the job until completion. 11111111111111118003 4 59 58 : TOTAL FILL....................750 C.Y. 00 � 6 NOTE 2 227� 2 1 61 W -SOILSTHE 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 00, CENTEX HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES TWO WORKING DAYS BEFORE YOU DIG 4000 D 100 200 400 600 800 Temecula, Co. 92590 2280 Wordlow Drive, Suite 150 7620 Commerce Center Drive, Suite 903 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON Corona, Co. 91720 (909) 699-6193 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279--4000 CONSTRUCTION MAY VARY. 0 "CAUTION": Remember that the USA Center co notifies only those utilities belonging. to the center. There could be other ulities SCALE: 1"=200' present at the work site. The center will ay Inform you of whom they will notify. - I z m RECOMMENDED FOR SEAL COUNTY SEAL rLEGAL DESCRIPTION; APPROVAL APPROVED BY DATE HUNSAKER & ASSOCIATES SHEET NO. .�-��-- \\\ COUNTY OF RIVERSIDE PARCEL 12 OF PARCEL MAP 24387, AS RECORDED IN MAP ,09,o SSS I o/v IRVINE INC BOOK 7 64 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS /�x� ��0p�fs q� �l� FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIA ,i TRACT NO. -",,� T � l4 INLAND EMPIRE REGION10 l i a z11r R.C.E. N0. ai:, 2900 ADAMS STREET, SUITE A-15 PHASE s N RECORDS OF RIVERSIDE COUNTY, CALIFORNIA N0. 58020 m I w EXP. 6/30/02 % RIVERSIDE CA 92504 (909)352-7200 OF SHTS The private engineer signing these plans is responsible for assuring the accuracy DATE j ac PREPAR B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 1 -7 & 62- 69 0 PRECISE GRADING PLAN FILE N0. and acceptability of the design hereon. in the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible DATE BY MARK AP P R. DATE CHECKED BY ',���Tc�' e l v ti` o����� � SCALE 1"-200' A BRASS DISK STAMPED RIV. CO. SUR. T-27-61 IN CONCRETE o OF F �� BENCH MARK FLUSH : D.3 Mi. WLY. OF BUTTERFIELD STAGE RD. *12' W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER R EVI S I 0 N S COUNTY DATE \\\\���� -~ PAUL H U DD L TON J R. AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN the county. DESIGNED BY DRAWN BY CHECKED BY 58020 DATE UNIMPROVED AREA ±2' M OF UTILITY POLE #1751190E FOR W.O. R.C. N0. EXP. DATE 6/30/02 SEPT. 2000 ELEVATION 1230.56 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 ^ � /� T.G. ELEV. 1'-0" SPEED-0-TUFF GRATE -� � C 3" A.B.S. PIPE 0 L.F. N.D.S. .No. 1212 (GREEN) LOT N0. SPECIFICATIONS (SEE PLAN OR APPROVED EQUAL �`r D CONSTRUCT RETAINING WALL PER RIV. CO. FORM 284-197 REV 10/94 496 L.F. `N. F G Q� E CONSTRUCT RETAINING WALL W/WOOD FENCE A80VE PER DETAIL HEREON. 61 L.F. P.L. 5' MIN. GRATE HOUSING 15' TYP_ (10' MIN_) TOP/TOE OF w ADAPTER N.D.S. No. 1221 CONCRETE: F.L. SLOPE SHOWN REDUCER 3' MIN. 1 � OR APPROVED EQUAL ON PLAN 5' MIN PORTLAND CEMENT PER ASTM C 150 PIPE RISER I PLASTIC TEE F, AFL Q � �� w NOTE. FOR BINDING z z F.L. ,l, CONCRETE AGGREGATE PER ASTM C 33 A.B.S. TO P.V.C., F.F. ELEV. 3 MIN. J f'C Z000 PSI AT 28 DAYS. PIPE SIZE INV. ELEV. USECONWELD-ONRACTOR AD ELEV. J PER PLAN (SEE PLAN) SOLVENT OR EQUAL. 0° 2%MIN. CEMENT TYPE II PER SOILS ENGINEERS RECOMMENDATION A B *2:1 MAX.* m c� a 6 MIN. 2 r PAD REINF. STEEL: LANDSCAPE AREA DRAIN DETAIL �� PAD \ 6"MIN. Mq�- ELEV. -�---- A NOT TO SCALE �" �� T . � 1 6„MIN. G.F.F ELEV. [B.S.L. 12"MIN.T �. DEI=ORMED 81LLET STEEL BARS PER ASTM A 615 AS F�DLLOWS: NOTE: 4%MIN-20%MAX for 3' x then 2%Min-w 20%MAX. CONTRACTOR SHALL EMBED HARDWARE < 12"MIN. #4, OR SMALLER GRADE 40 FENCE POST STALRIOR TOON O(JT/WOOD OU ALL CELLS S+�IUD o 0 EXCEPT BERMS LESS THAN 1' HIGH #5 OR LARGER GRADE 60 THE BLOCK WALL CELLS NG BACKFILL: 9090 COMPACTION MAY BE CONSTRUCTED AT 1 1/2 TO 1 � T.W. AS SHOWN ON PLAN o SECTION A - A�� CONCRETE BLOCK. ° CUFACE° ° 'SIDEWALK o 8•• BACKFILL MATERIAL PER PER IMPROVEMENT PLANS PER GRADING PLAN �G' DIRECTION OF FLOW .��' Cm = 1500 PSI AT 2B DAYS � �' SOILS ENGR. APPROVAL �n 1-#4 CONT. CONTRACTOR TO PROVIDE CONSTRUCTION 1' GRADE N HOLLOW UNIT BLOCK PER ASTM C 90, BLOCK TYPE, ® 32" 0.C. (TYP.) =1�I��II uI=►�,_ - U x JOINT IN SIDEWALK ® CENTERLINE OF TYPICAL LCT FINISH GRADING COLOR AND /OR ARCHITECTURAL FINISH PER LANDSCAPE PLANS » PIPE R/W OPEN GRATE TYPE CAP OVER TDP OF TEE TO ACT AS BUBBLER N.T.S. "ND SPECIAL INSPECTION" A BAR- TOP AR ^� N�TERPROF SPEC. o 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) 2" � I DRILLED IN CURB I 2-#4 CONT. W/ " MIN .� SET INVERT OF PIPE SIDEWA K `�`� P.L. MCfTT/`1I�: #2 TIE WIRE k 5' MIN. 5' MIN. 0 0 0 1/2" ABOVE FL. GUTTER -� C 3" A.B.S. 1. SWALES TO BE CUT IN AT 1% MIN. » a 0 ao 4 . s" P.V.C. 90" TEE AT ROUGH GRADE AND PRIOR TO _ TYPE �'S" PER ASTM C 2 70 B BAR 2" o a Q C 3 A.B.S. (FOR CLEANOUT) BUILDING CONSTRUCTION. w 3' MIN. F L 12" F.L. 3• MIN, w ap a N �, z 6' 6" z 1 PART CEMENT a z "' 6 TO 3 A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE J EXTRA DEPTH -� ° _ CATCH BASIN & PIPE , OR OTHER - o of FOOTING TO 1 2 PART LIME PUTTY _ AREA DRAIN CURB OUTLET DETAIL SIMILAR DRAINAGE DEVICE IS © BE DIMENSIONED ^- _-__ , _'-r _ •,•- B REQUIRED WHEN A STOOP m ON PLANS I 1.0' OR oa 4 112 PARTS SAND NOT TO SCALE FIREPLACE OR PORTION OF THE BUILDING EXTENDS WITHIN LESS 5-#4 CONT MINIMUM ESTABLISHED DRAINAGE PAD 6"MIN. I . 1Z" 72" "C» BAR SETBACKS. ELEV. \ 2%MIN. „; GROUT. 11 » *2:1 MAX.* PAD 6 MIN. _ e L 3. SEE STD. PLAN 101 FOR 12"MIN �� 5"MIN. ELEV. 4 CD DRIVEWAY APPROACHES. v� 12"MIN. CONFORMING TO ASTM C 476 2%MIN. 1 PART CEMENT GROUT SHALL BE OF FLUID RL7AINING WALL TYPE 2 0 2:1 MAX. 4%MIN,-20%MAX for 3' 3 PARTS SAND CONSISTENCY LEVEL BACKFILL N.T.S. then 2%Min-20%MAX. NOTE: -41 2 PARTS PEA GRAVE 1- FOR WALL HT 4'-0" & LOWER, DOWEL THE »A" BAR INTO FTG. IN I- R/W * EXCEPT BERMS LESS THAN 1' HIGH THE SAME CONFIGURATION AS »B" BAR 0 R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 �----4" PERFORATED PVC SOH. 40 PIPE W/1' WIDE x (H/3 OR 78" MIN. HIGH) NI 3IN-GROUND UTILITY HOUSINGS X NOTES PER LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED /N FILTER FABRIC, 00 FLOWLINE SWALE 1% MIN. TOABE INSTALLED FLUSH TO ALLOW Lh / � SECTION " B - B" OUTLET SUBDRAIN W/2" PVC SCH. 40 PIPE ® 10' 0.C. _ PAD UN-OBSTRUCTED DRAINAGE „ 1 . GROUT ALL CELLS SOLID. 4�2 1/4 PER 1 2% --� 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED GROUND OR UNDISTURBED ENGINEERED COMPACTED FILL.3. WALL SHALL BE LAID TRUE AND PLUMB. " soD (IF usED) SHALL BE INSTALLED h X 4. PROVISIONS SHALL BE MADE FOR ADJOINING CONSTRUCTION. FLUSH WITH SWALE TO ALLOW P.L. 5. ALL SPLICES SHALL BE 48 BAR DIAMETERS. P TO 5'UN-OBSTRUCTED DRAINAGE izj: U1' FIG. NO. 2 MORE THAN 5' h/2(MAx 5') NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W 6. ALL CONSTRUCTION SMALL BE DONE IN ACCORDANCE WITH o TYPICAL SD ANDUTiLI DETAI 2' 4' APPLICABLE SEC! IONS OF THE 997 UNIFORM BUILDING CODE NTS F.L. 15' TYP. _ AND A.C.I. STANDARDS 3B1 -95. 1. SECTION DIFFERENCE IAN PAD LELEVATIONS IES WHEN HE SEE NOTE #4 10' MIN. -� 7, ALL BARS SHALL BE BENT COLD. EXCEEDS 1.0 . o A IIT DESIGN WITH RETAINING WALL TYPE 2 SCHEDULE .. 1 8. CONTRACTOR SHALL VERIFY COMPATIBILITY Y OF DES G ET. HEIGHT 8" BLK. 2" BLK. "A" BAR"B" BAR "A" BAR "L" "K" 2. SECTION "B-B" APPLIES WHEN THE BERM To BE EXISTING CONDITIONS PRIOR TO PLACEMENT OF FOOTING STEEL. DIFFERENCE IN PAD ELEVATIONS IS REMOVED 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE----,,,,,. 159, M PAD �T ' ' » ' » _ " _ _ OF FOOTING IS SHOWN ON THE SHOWN ON _ 2q AX ELEV. 9. BACKFILL SHALL BE PER SOILS ENGINEERS RED 2-0 2-o #4®24 #4t�16 3-0 `- c MIN 6"MIN, v �� GRADING & STRUCTURAL PLANS. PLAN - 10. SUBDRAIN SHALL BE 4 PERFORATED PVC SCHEDULE 40 PIPE » » _ » •• _ 2-8 2 -8 - #4024 #4@16 3-1 0 3_ IN NO CASE SHALL THE SWALE �� / WITH 2 PVC OUTLET PIPE 9 10' O.C. (THRU CELL NOT W 3'-4" 3'-4" - 4®16" - #4@16" 3'-3" - > PLANTER AREA TO SLOPE AWAY FLOWLINE BE LOWER THAN THE 4%MIN•-�20%MAX for1:� 12"MIN. CONTAINING STEEL) PLACE 1 .0' WIDE x H/3 OR 18 MIN. HIGH PER # w FROM FOUNDATION AT A MINIMUM BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. �' FROM BLDG. LINE. LINEAR FOOT OF OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. 4'- 0" 4'-0" - #5@8" #4®16" 3'---6" - L2% %. PLANTS AND SHRUBS SHALL w 3' LACED SUCH THAT THEY DO 4. PROVIDE 5' WIDE BY 1' HIGH BERM >> �� 1 1 . WATERPROOF BACK OF ALL THE RETAINING WALLS W12 COATS „ _ Q MPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C - C , 4 -8 2`-S 2'-0" #4016 #4016" #4@16" 3 8 0 FROM THE FOUNDATION ALL FILL SLOPES OVER 5' HIGH. OF ASPHALTIC EMULSION PER MANUFACTURES SPECIFICATIONS. „ FINISH FLOOR TYPICAL REARYARD GRADING 12. BACKFILLING SHALL NOT BE PERMITTED UNTIL AT LEAST 7 DAYS 5#-4s' 2'-8" 2'-8" #4®16 #5®16 #4®16 32-11" 3 0 4POSED WALKWAY AFTER THE WALLS ARE BUILT. 6` -0" 2'-s" 3'-4" #4016" #5@8" #5®16" 4'-3" 5" PAD o' 13. CONTROL JOINTS SHALL BE PLACED AT ALL ANGLE POINTS AND AT A MAXIMUM 24' 0.C. 14. OUTLET OF ANY SURFACE DRAINAGE PIPE INTO THE SUBDRAIN IN GROUND PLANTER DETAIL ���� x ° SYSTEM IS ABSOLUTELY PROHIBITED. Ld NTS G �.\F�' �.� CL 4 w 2% / z F0.0 N 3Uj Lo PLAN' 94L o 2090L 2648L F=00.80 F P=00.0 �, P=00.0 �- PICA ELEVATION 91 CE -, _FF=00.50 a �° FF=00.50 40' c° 5'MIN. ' 409 .._ _S7 TOP OF_ CURB _ S MIN. I 5'MIN. 15 MIN. 5'MIN. __ NTS Imo._ r L' : `I i 00 DO GFF- GFF= 0 GFF- AIaF't; �' 40' OUT _ CASITA GAR. PADS �� av - O oO W 00.00 ELEV. -0.2 H.P. F►_v;Ew F / r3 A t °D r. 0D r... ,.. ..,� °o +a .,.. ... .,� z `� FF 5'MIN. o FF- ;. FF= w mei p(tOrc,v =n�tf-.!ed to bo N 00.50 N 00.50 I_ I I I � 100.50 � TOP OF SLOPE 1% 1X MIN. t I;,r;};, gat �,ny Underground Service Alert DEEPENED FOOTING r PER PLAN sit �} z z z z N w �rr ww a Cali: TOLL FREE CASITA OR r' a U N N N Ir , DEEPENED FOOTING * OPT. GARAGE FOR GARAGE OPTION- - PER PLAN - FOR P=00.00 GFF- HOUSE GFF -0.41 001111111111111111800 CASITA ONLY FF=00.50 H �. *FOR CASITA OPTION- 2090 SQ.FT. 2648 SQ.FT. 2794 SQ.FT. o 2271111111111111112600TOE OF SLOPE H/3 BUT NEED NOT SAME PAD & FINISH FLOOR 2 STORY 2 STORY 2 STORY EXCEED 40 MAX. ELEVATIONS AS MAIN HOUSE 2-3 CAR GARAGE 2-3 CAR GARAGE 2--3 CAR GARAGE TWO WORKING DAYS BEFORE YOU DIG W OETAIL REDHAWK I m NTS 00 "CAUTION": Remember that the USA Center TB IN SLOPE TYPICAL HOUSE TYPES � notifies only those utilities belongin to NTS the center. There could be other utilities + present at the work site. The center will SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS Inform you of whom they will notify. z M RECOMMENDED FOR SEALCOUNTY SEAL APPROVED BY DATE APPROVAL HUNSAKER & ASSOCIATES COUNTY CF RIVERSIDE SHEET NO. �� Y �0�ESS��\\ ; r- .�O P HUDD( �q(`\1 , ; IRVINE, INC TRACT NO. 23D67�-4 - £ST F 1' FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIA0 0y �� INLAND EMPIRE REGION N - R.C.E. W. ;+1�; 2900 ADAMS STREET,REET, SUITE A-15 PHASE 8 a N0. 58020 ' 3 RIVERSIDE CA 92504 (909)352-7200 OF SHTS - ,Cr EXP. 6/30/02 / LOTS 1 -7 & 62- 69 r oc / P R E PA DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS 0 01 The private engineer signing these plans is responsible for assuring the accuracy DATE lI� � FILE NO. and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY 1 9 �� A BRASS DISK STAMPED RIV. Co. SUR. T-27-81 IN CONCRETE PRECISE G PLAN C; county approval or during construction, the private engineer shat! be responsible DATE BY MARK AP P R. DATE \\ �F / I F o�_� SCALE As NOTED BENCH MARK FLUSH ±0.3 MI, WLY. OF BUTTERFIELD STAGE RD. ±12' W. of for determining an acceptable solution or revising the plans for approval b ENGINEER RVI I N COUNTY ��\�F CALF -� PAU _ HUDDL ST N JR. AN ASPHALT DwY. f45' N. OF c/L RANCHO CALIF. RD. IN AN 9 g y DATE �`���'��'�' DATE UNIMPROVED AREA t2' W. OF UTILITY POLE #1751150E FOR W.0. the county. ❑ESIGNED BY DRAWN BY CHECKED BY R.0 NO. 58020 EXP. DATE 6 30 02 SEPTEMBER 2000 ELEVATION = 1230.56 CENTEX HOMES 0919-23067 CA 7 +.� � � _ ��-*00, ESTIMATE OF QUANTITIES 34.74' 27.7 ' 60.00' 6 .00' 60.00' � ,00' 1 .0010 NO. DESCRIPTION QUANT17 Y UNIT h S S 8 (9 9 C A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH OD r?' �?" °� r?' •S •S •S •S, F.- • •S' F. - B CURB QUTLE7" PER DETAIL HEREON, 0 EACH 1 v (�•1 `9 `9� �"� `�cS 199 F 10'f .9� C r A.B.S. PIPE 0 L.F. O -,9J, •Jts • w -�^ •r • O •�� .tf D corn WXT RUAMM MU Pair w. CO t� 284-197 REV. 10/i 496 LF. �-J �C' `�7 ,�CJ� E CONSMUCT RETiWWNG NAA W/IWOD FENCE"ASTM PER DETAX �I. 61 LF. w INIUM I NAWK tjASZ) b4'40 1 00.0e w . --�- •cS -�-''S I j r�� �' •`�0 �' •`mac-� •"4' •"sem A J (.VV r 1205 2: 32p3 2: N isa•s � N ,� j�--' 1210 f �. 1 4Ix p, . �t o 90 a 0 I z a• a � s � I f � 0 0.60T� 1+ 1 . . . ro 'so �� � x , 7 Q Bim' 120 �,�, ,.P. .r,p I I PLAN 2 Hp 1 N o FAS$ , �1 ., M o• 1 FPN 2 03 401E 10. �rw H P 1 .+ �r 10�•2648R o PLAN 3 0• 1 00 1 1206.r0TF i?14,61-TW N I I P= 1199.2 0•F. 27J4R l� p48� d° # oo�oRo;°' 1 .�:'$ N 2 1 - 1 10.5N�217.3TIh{� C-,`�S FF= 1�9, 7 P= 1200.7 1202.4 0' v. P=1205 o� 1 l� 0 1 _ 121, 2arF N FF= 1201.2 FFA 1242.9 °D FF=1 •2 i�E7�.1 � VF 6�QRo• .� r 1 GFF= o r •-- r- 05 7 _ P= 1208.5 1 ef• o P� 1211.9 1 �I,Aj1T r2 0. I I 4 { 1199.2 ''" 1 r # P 1 L,t- FF= 1209.0 ooFFF� 1212.4 1 2648 0• 1 . 't I I~- o•' ;, 4, o' I 6 Z. 1 I D 1 ,�` L �� P -�a-. P= 1215.2 1 r-L '. o• Grr,- o• GEF- , GEF_ D F 1 DLF FF= 1215.7 f _jr• �' I Q'F• FL.Nc. GEF= ►-�� 1 1205.2a 11208.5 GFF= =1198.7 o '0 1200.7 03 9 o•T . 1 1 ► o. 0 .4 �. 12119 F 'f ' I * '��• D o s� x1201.99 foo.so F.L. .B. B p 1 •�r 1 1 4 �. -1204.7 o ao 1 a. 1 r o.s. , 1 5 GEF_ I I s's P= W', ° L r •� 120x.4 �. P� �s F j�,' Fc, c.8. o• =- C +o i 1 12�, 1 �• C' .9 s� 2Q2 2 fttz0e.og o a jo , '211. q i 1215.20 � � ��pF � �� + � � •B, p•F. :1�. � � ,�, a� 9 9j tv 12n0�0 G Of �,, 4 O,B, iad� ,Q 1," a o '�1211.9 197.5 °@ � - .e• � � � "'` o� � , 1� o• � oL G.B. � / - �,, •. rr,� =214.7 j 4�fio' S4 29'�� �<, H' ��ry� Tv c,, -� a js 9 j 1 r '• 1 55 •� ti`!� H~ ��`: DF. '�' ft 121$.2 oc +9 � .d, O 5► � N' � � �F N � oTo s o �c 107.09 R=600.00 - - or 02 90 z�i=I 0 13'34" _ �.� o� '� •�, a o � N 024'01' E 3 2. 1 80 35.7x' _ 50.20' l 11 D0o N I ►� 54.24 e 197.5 / 2:1 4$ r w n s 0000 zo -�� ;7.9 1205 o� `� �' • .� �. ._._ -- H' � 1 r°Q•• 45.E --- -- , 3 ,�• A v ti ra• O�FiI " N Q, ;n 4NG B• o`e t� ' 1�4. ,� X ^ �IIN. MIN. Ii' e o F r 1 �G�• N•` p� .--- c 64 .1I 1.4! U .9 I 119 ,z��,P• N N CQ 00c) �. z ,� j �. 15# =1215. D.F. 11' co PD t" Imo ' s oq cV 6'�, 3r 11212.3 0 ;1216.5 0 o j.7 it •F. w 29'f I c� � _ q •} ) ID II o V Qr, GFF= I .. 1210 ; - --� 06, o rn P 1212,3 1216.5 1 I 2 4 TC cri I FF` 1212.8 1 . g �•- .26' `- j o j ' 7135 5�f o � FLAN' � • 83.61' � o`�' o I I ' 1 �V _ I �1 0 `� 0 y j P~ 1216.5 MIN. IN. r ?�?� .o FF= 121 w O I �•-- •-- 3 7.0 CO { V 11� 11.89 1D s h 2:1 ' " r �' 61 ' 88 4 . -. 62 �• 1 W 401 89 11 I 147.81 66.60' . --- ---- •.. . -w' 00..00 w �, ~ loll to I F•L Ga flu •� , o .2ti' 9 �,: •� c I tr* j 36' o N IN 0, R J N 20'� w �2 8 ivy cr a (I !I MIN. o \ � MI� IN. q �� _ � TC \ ` w N N 1 �� in,M a r 6.3Z cn -dMI o o Ip ria Iv IV �oj CKs641N k� � tr 5 49• �+ ,����Q- y C� �"I NII �k� � ,��o C� � a N I M per, '��' G • .S -t` I UCO W yA�s � 't 4,�. i , C I .a► I ,t tl o 46 tv to N - --- •- . N w I 3rf o5 �ro Fc.��� r, 9 0000._ 44 o• F, '�Q o 128.730 COUNTY OF RIVERSIDE ,o?• -o ��'`"' '4 Ch COUNTY �.e• I DEPARTMENT OF 38' I F'L o ! BUILDING & AF o o 1 00 s5# V5 8 SAFETY N N "� APPROVED Uj °� MI`�N'•`- IN. � -11. "' '' # REVIEWED B l/ • t�� { ;� � __ Ir rr � � � DATE � o s �N , � a2Tc 6 N � �..� 1551 � "� C x 15• •��P` �• ,..;rj Approval at these plans shall not be Construed to M� 1 y"ri �+ LLJ �+� a permit for, or an approval of, any violwtion of a,ny 07 I I V F•r•l MIN. =V of the provisions of the state or county laws. TO% Z 1 1 •� 1V ' set of plans must be kept on the Job until completion, w j o(Alcn Underground Service Alert 65 • • 32•# < < , y j wJ W . - Call: TOLL FREE �- ���, r�20 s3,�s, y • '' S �2 &MAEN_Tj Ci �'P' 25 % © 132.18 1-800 � N i22o P/ C3 0011-_ 12,JD N � . 21 T 14.91' 2:1 227-2600 j X235 X1225 =a ?so '240 1230 TWO WORKING DAYS BEFORE YOU DIG j ?S� ��j$' �1235 0 15 30 60 90 120 M "CAUTION": Remember that the USA Center ` ,?�O f �- �" ` �� •LQ 1240 co notifies only those utilities belongingto the center. There could be other uilities �' / SCALE: 1 -30 0 present at the work site. The center will ?> Z ~~ I inform you of whom they will notify. p '-- 4:1 a m RECOMMENDED FOR SEAL comw SEAL APPROVED BY DATE i��++�w SHEET NO. APPROVAL , HUNSAKER & ASSOCIATES COUNTY OF R �\ Q�°SES IRVINE, INC r `' HUDo< < ) FOR TRANSPORTATION DEPT. RIVERSIDE COUNTY CALIFORNIATRACT NO. 2 0 `` " fsTo Fly INLAND EMPIRE REGION3 PHASE N ti a Y R.C.E. NO. EXP. DA �' 2900 ADAMS STREET, SUITE A-15 N0. 58020 r+, 3 rn 6/30/02ffPREPAR BY AT a RIVERSIDE CA 92504 (909)352- 200of sHTS The private engineer signing these plans is responsible for assuring the accuracy DATE °L DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS1 -7 & 62- 69 o and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �� �' �P FILE NO. A DI51C STAMPED RIV. IE SUR. T-27�1 CONI PRECISE GRADING PLAN county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. DATE ��` oClv I�`F � SCALE As NOTED g E N C H MAR K 9' \ F O FLUSH *0.� �a. WLY. OF BUI•Il]iFlELD srAt,E RD. 112 W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY cA� PAULHUDDL sTQ AN ASPHALT DW. tole' N. OF CIL RANIM CALIF. RD. IN AN DATE �� DATE UNIMPROVED AREA �' W. OF UTILITY POLE 01751INE FOR W.O. the count . DESIGNED RY DRAWN BY CHECKED BY R•C1.71N0. 58020 EXP. DATE 6/30/02 SEPTEMBER 2000 ELEVATION - 1230.56 CENTEX HOMES 0919--23067