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HomeMy WebLinkAboutRough Grading ESTIMATE OF GRADING STRUCTURE QUANTITIES GRADING NOTES 2' ROUGH GRADING PLANNo DESCRIPTION I QvaNrrTY uNrr 1. All grading shall conform to the Uniform Building Code, Appendix Chapter 1s 9 A CONST. RIP-RAP PAD PER DETAIL ON SHEET 2 1 EA. 33, as amended by Ordinance No. 457. 2. All property corners shall be clean delineated in the field prior to aB CONST. 4" A.B., CL. 2 OVER COMPACTED NATIVE SOIL ACCESS ROAD 36 C.Y. P P Y Y commencement of any construction of any construction/grading. FOR BUTTERFIELD STAGE ROAD 3. During rough grading operations and prior to construction of permanent RIVERSIDE COUNTY STANDARDS AND QUANTITIES QUANTITY UNIT drainage structures, temporary drainage control should be provided to CONST RETAINING WALL PER RIV. CO. STD. 1284--197 do PROFILE ON SHT. 2 2801 L.F. prevent ponding water and damage to adjacent properties. EXTENSION 79 4. Dust shall be controlled by watering or other approved methods. 5. No fill shall be placed on existing ground until the ground has beenTRACT 23067 3 & 23067- 4 �o cleared of weeds, debris topsoil and other deleterious material. NO, q 6. Maximum cut and fill slope = 2:1. 7. Stability calculations with factor of safety of at least one and five WNER: SOILS ENGINEER: Q� tenth (1.5) shall be submitted by a Soils Engineer to the Building and PETRA GEOTECHNICAL INC. o`� K tip Safety Department for cut and fill slopes over 30 in vertical height. CENTEX HOMES R V"A 15 `' ��,�1 SITE 2280 Wardlow Drive, Suite 150 7fi20 Commerce Center Drive, Suite 103 � � o 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill Corona, Co. 91720 Temecula, Co. 92590 ` 85 slopes over 5' high. (909) 279-4000 (909) 699-fi193 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 LOPOGRAPHIC SURVEY SOURCE: 84 78 VICINITY MAP is less than 10', 2% if cut or fill is greater than 10'. Drainage swales AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: TOWNSHIP (T.8.S) • shall be a minimum of 0.2' deep and be constructed a minimum of 2' from _� RANGE (R.2.W.) NOTICE TO CONTRACTOR. the top of cut or fill slopes. ROBERT J. LUNG do ASSOCIATES // SECTION 14 & 15 2832 Walnut Avenue, Suite E 83 CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY 11. "No obstruction of flood plains or natural water courses shall be permitted." Tustin, Co. 92780 79 FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS (714) 832-2077PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS 12. All existing drainage courses on the project site must continue to function, 1*4 - / �_ REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL especially during storm conditions. Protective measures and temporary WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND drainage provisions must be used to protect adjoining properties during HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, grading operations. 82 \ 80 REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS _ PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 13. Finish grade shall be sloped away from all exterior walls- at not less than 7 7 M Cr JV�, OF THE OWNER OR THE ENGINEER. _ 1/27 per foot for a minimum of 3'. .23067-1 067-j *14� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES 14. Cut and fill slopes equal to or greater than 3' in vertical height shall be 31 \ SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. planted with grass or ground cover to protect the slope from erosion and 81 TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT instability in accordance with Ordinance No. 457 prior to final grading nspection. THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER 15. EROSION CONTROL: All slopes required to be planted shall be provided _ LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR with rosea ice plant (or equal) ground cover at 12" on center. Slopes 30 _ THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. exceeding 15' in vertical height shall be planted with approved trees �_ ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY 0 spaced not to exceed 20' on center or shrubs not to exceed 10', ora B � a combination or shrubs and trees not to exceed 15' in addition to a grass G�► AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. mix or ground cover. Slopes exceeding 4' in vertical height shall be provided \ W CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL with an in-ground irrigation system. Slopes equal to or less than 4', may ,q �� REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. o be irrigated by hose bib located at the top or toe of the slope, spaced to \ q make use of a hose no longer than 50' in length. The rrigation system shall be provided with an appropriate backflow device per U.P.C., Chapter 10. ca 16. All grading shall be done in conformance with recommendations of the \ `� updated final soils engineering report by Petra Geotechnical, Inc. dated May 6, 1998. Two sets of the final compaction report shall be submitted to the \ 28 34 0 Building and Safety Department which shall include foundation design recom- \ , LEGENDQFABBREVIATIONS N mendations and certification that grading has been done in conformance with \ Y the recommendations of the site investigation report. T.C, TDP OF CURB 100 w EXIST, CNTOUR Q ~~100-�� PROP. C17NT17UR o \ � � 35 F.L. FLDWLINE ELEV, Lij TG, TDP OF GRATE -- PROPER T Y L INE keyed and benched into firm natural soil for full support. Preparation shall be \ 28 ,B, GRADE BREAK -� - - approved by a suitably qualified and registered professional prior to placement 610, GDAYLIGHT LINE q of fill material. \ G ` F.G. FINISH GRADE P _ SHEET FL D W RATE \ S S 36 R.G, ROUGH GRADE - GRADED SWALE 18. All grading shall be done under the supervision of a competent soils ���7Oc�, F,S, FINISH SURFACE - CENTERLINE engineer who shall certify that all fill has been properly placed and who ��' �p � - ti°° Fl- shall shall submit a final compaction report for all fills over 1 deep. 9i INV, INVERT OF DRAIN - SWALE HIGH POINT -� �' P. PAD ELEVATION FLDWLINE 19. Final compaction report will be required for all fills greater that 1'. 37/ 37 F,F, FINISH FLOOR ELEV, ��J'.�./ SUBDRAIN o GFF. GARAGE FINISH FLOOR _ _ _ AREA DRAIN cn 20. A suitable qualified and registered professional shall submit to the � B.V,C. BEGIN VERTICAL GURVETOP OF SLOPE w Building and Safety Department written certification of completion of rough grading in accordance with the approved grading plan prior to ,`�I� 610 E,V,C. END VERTICAL CURVE T _ T _ TOE OF SLOPE w requesting inspection and issuance of the building permit. Certification v� /� '��i A 38 P,I, POINT Df INTERSECTIDN RETAINING WALL shall include line, grade, elevation and location of cut/fill slopes. �� \ F s G�� E-P, EDGE DF PAVEMENT FIRE HYDRANT 21. A suitably qualified and registered professional shall submit certification \ T4 �i T,W, TDP OF WALL ELEV, CF-0 STREET LIGHT of building pad elevation. Where specific elevations are required, the 'Q9i,� 39 TF, TDP DF FDDTING ELEV, SDUND DR SCREEN WALL 00 elevation (with respect to mean sea level) shall be given. If an elevation \ ^ \ D.F. DEEPEN FDDTING DEEPENED F1717 TING with respect to adjacent ground surface is required, the actual distance \ 24 �,j/ L. LENGTH °'�F n °'�� WATER METER above the adjacent ground shall be given. \ DWY. DRIVEWAY CATCH BASIN & LOCAL DEPRESSION \ N.T,S. NOT TO SCALE 22. A suitablyqualified and registered professional shall submit to the ,4ss 3 p,x, DEPTH OF REQ'D OVER EXCAVATION q 9 P 23 P.U.E. PUBL IC UTIL I T Y EASEMENT W Building and Safety Department written certification of completion of final grading in accordance with the approved plans for all grading / \ w designated as engineered grading". \ 23. The contractor shall notifythe District Building and Safety Department 22 AA& � 9 Y at least 24 hours in advance requesting finish lot grade and drainage \ \ \ c inspection. This inspection must be approved prior to building permit a A* final inspection for each lot. � 21 42 24. Contractor shall notify Underground Service Alert, two days before you , dig at 1 -800-227-2600. Q 20 Q Pak. 43 � � \ / 19 EARTHWORK ESTIMATE: Underground Service Alert 18 \ // �-CJ A, CU FILL45 - z \ / RAW VOLUME 10,105 C.Y. 9,600 C.Y. • Call: TOLL FREE 46 SHRINKAGE (5X) 505 C.Y. / \ TOTALS 10,105 C.Y. 10,105 C.Y. r 1111111111111111111111800 0 30 60 120 180 240 / / / / BALANCE TOTAL -----> 0 C.Y. 47 / / RECOMMENDED FOR o 2271111111111111111111112600 / / NOTE ; APPROVAL z SCALES 1"=60' THE ABOVE 48 / / / OF MATERIAL LISTED CUTAND FILLED.QUANTITIES REFLECT QUANTITIES ARE OR ESTIMATING AND ES77MATE OF THE CBONDITUAL NLUMES G PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES TWO WORKING DAYS BEFORE YOU DIG FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON LEGAL DESCRIPTION.: FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING "CAUTION": Remember that the USA Center CONSTRUCTION MAY VARY. DAT notifies only those utilities belongin to PARCEL 12 OF PARCEL MAP 24387, AS RECORDED IN MAP CHECKED BY the center. There could be other uyilities BOOK 164 PAGES 5 THROUGH 20, INCLUSIVE OF MAPS n present at the work site. The center will RECORDS OF RIVERSIDE COUNTY, CALIFORNIA inform you of whom they will notify. AIS Q C] (08 « 0 2001? DATE m NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: TRACT N0, 23067-39 IP NO, 990016 SHEET NO. WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT -���a� " IRVINE INC A BRASS DISK STAMPED RIV. co. SUR. T-27-81 IN CONCRETE COUNTY OF RIVERSIDE ,e90 S ,y pFESs xC11q,\\ FLUSH t0.3 MI. WLY. OF BUTTERFIELD STAGE RD. f 12' W. OF SHALL NOT COMMENCE UNTIL AN A. oT q��\ APPROVED BY: v HUD°IF "< INLAND EMPIRE REGION AN ASPHALT DWY. f45' N. OF C L RANCHO CALIF. RD. IN AN o w ti� � ��� �. ST j / TRACT NUMBERS ENCROACHMENT PERMIT AND/ORA ��� �P qti ti /� °y 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA t2 W. OF UTILITY POLE 11751190E c•, GRADING PERMIT HAS BEEN ISSUED. �,I y ELEVATION = 1230.56 "" °- N0. 58020 RIVERSIDE CA 92504 (909)352-7200 cfl ND. 33950 � PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ' The 'vale engineer -ni these ans is srble for assuri ffle ocCu►n�C EXP. 6,30,06 KHALED A. OTHMAN, R.C.E. 33950 EXP.: 6/30/O6 DATE 1 EXP. 6/30/06 ROUGH GRADING PLAN 4 r � g � � � �� � y � � 1� � � PREPARED BY: OF SHTS. and acceptability of the design hereon. In the event of discrepancies arising after � �/ R.C.E. NO. 58020 ` coup► approval or during construction, the private engineer sholl be � c IVB ��~ �� 9T Civ �� FOR W.O. COUNTY o f f va/ MARK BY DATE APPR. DATE � F � F or detenninin an occe table solution or revisi the ams or a OF CALIF° 4F CALIF Gf /oz,_ SCALE: FILE N0.g P n9 Pl PPro �' REVISIONS �� , - H: AS SHOWN V: AS SHOWN 2346-230673 the county. ENGINEER COUNTY RECOMMENDED DATE PAUL R. UDDLESTON, JR. R.C.E.58020 DAT ---......................._...._._........m.m - .._..............................._.m.m.__.-- ------------------------------------------------__.......___.._- _._... 1- 4 CONT, i T NO. 1 AT ROUGH GRADE AND PRIOR 0 N " ig � 0 32 D.C. GROUT ALL CELLS SOLID WW/ LIMITS OF WAIL "A" LIMITS OF WALL "B" BUILDING CONSTRUCTION. REINF. & PORTION RETAINING PER DETAIL HEREON ; PER DETAIL HEREON o 2. A PAVED DRAINAGE SWALE ©� (46 M? CATCH BASIN & PIPE , OR OTHER E BACKFILL: 90� COMPACTION o � 1"3 TYP. (tri &ON.) SIMILAR DRAINAGE DEVICE IS U REQUIRED WHEN A STOOP O 32" 0.C. `o ff � NN -q- 14 N FIREPLACE R PORTION OF CENTERED IN CELL c`p �q- RE LACE 0 © RIW _ THE BUILDING EXTENDS WITHIN EXTEND MIN. 24" INTO et- �C5 MINIMUM ESTABLISHED DRAINAGE 0 INTO 8" BLOCK abp' z - SETBACKS. 2'_4" 44' TO CL I I �o + F.F. ELEV. K x 3. SEE STD. PLAN 101 FOR A APAD ELEV. B B DRIVEWAY APPROACHES. -- T.W. AS SHOWN ON THE WALL PROFILE �o 4. PAD DRAINAGE TOWARD SWALES AT 2% MINIMUM o * p .+,. Q g" 1/2 WAL HEIGHT I vi N �z4o � __..__........... __ _._ W_....... .... . o .- .................... - ...a_....._._............................ i.. _.-_................ -- �_-..... __. - NAV G.F,F ELEV. B.S.L. 0Q 2-#4 CONT. W/ 12 TIE WIRE 1 gco to i CN CN 24" GLIME OR CONC. /�� ac E _ //i//���/���=�/ /,iii � � �° �ca� wN CUT-OFF WALL �, o �N - UNLM SHOWN OTHERWISE 2� ATERPROOFING PER "' � K N _ OTE 1 1 OFSPEC. FINISH G UND 0 R/W tp "A" BAR - ¢ o ao �i� CN EXPOSE 1/2 of ROCK SURFACE ,jJ,,.......'.'.'.'. ?,o CN ►-i� TOP OF PROP. WALL : a DEWAL.K ......... .................... Q _............. 10' ....... r-^ o CURB FACE ~ UNLESS SHOWN OTHERWISE _ i tN N.. - 2 #4 CONT w/ w N ' PAD 33.5 DIRECTION OF FLOW FIN04ED OR EXIST. SURFACE m^ `'PAD 12 TIE WIRE VERY LOW To LOW °° I i FLOWLINE .. .. -: EXPANSIVE ON SITE g °' LOWLINE TYPICAL LOT FINISH GRADING "B" BAR :.......... :.: :.:.:.:.:.:..:.:........... - BACKFILL MATERIAL 3 d' TO 12" 3" .-.•.:.:�:�:�:�:�:-:-:�:-:: :•:•:•:•:•:•:•:�:�:�:�:�:�:�:�:�:�:�:-: PER SOILS ENGR. N.T.S. RocK APPROVAL o ................ PROPOSED �..............._..�T_ _ _--_..........M_.... --- .........._ k DRAINAGE 2-#4 CONT. w/ :...... 'c`� ........ -- _.....-----_. a� o -___ _- � _._ � o o� 2 TIE WIRE r :::........ o o p p �--�- p t p 1. SECTION "A-A" APPLIES WHEN THE 3 r �: p o"7 ^.= `� r7 DIFFERENCE IN PAD ELEVATIONS EXCEEDS 1.0'. SEE CONSTRUCTION NOTES "C" BAR o-. ° . .... .................... a.� � .................... + � �. � FOR PAVED DRAINAGE STONE GRADATION '7-" �° ° .. 4 N N 2. SECTION "B-�B" APPLIES WHEN THE DEVICES HEREON A 3 " CNN^ F'� o N-d DIFFERENCE IN PAD ELEVATIONS IS 4►,y SIZE x LARGER THAN :o.° Q ; � r�jp 1.0' OR LESS, do THE EXTRA DEPTH 200# 0 - 5 q' 6 P V- �14 N + N� OF FOOTING IS SHOWN ON THE SECTION "E--E" 100# 50 - 100 _ - - - Z ,; N NN �N GRADING do STRUCTURAL PLANS. - 50# 95 - 100 TOP OF PROP. FOOTING 3, IN NO CASE SHALL THE SWALE ' FLOWLINE BE LOWER THAN THE RIP--RAP DETAIL BOTTOM OF FOOTING WITHIN 5' FROM BLDG. LINE. "D» k 4. PROVIDE 4' WIDE BY 1' HIGH BERM N.T.S. 14 CONT. 0 18 O.C. OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH, RETAINING WALL PROFILE - NORTHERLY SIDE OF BUTTERFIELD STAGE ROAD P.L. � � 12" SCALE: 1" = 40' HORIZ., i" = 4' VERT. F.L. 15' TYP. z P.L. 5' MIN. 10' MIN. TOP/TOE OF HEREON #4 � " " F.L. SLOPE SHOWN RETAINING WALL B DETAIL 3 MIN. 1 ON PLAN m 5' MI". W/LEVEL BACKFILL N•T•s• W F,L, TOP OF SLOPE PAID 3' MIN. z SHOWN ON � ZX MAX ELEV. MIN. �_ -� PLAN MIN ' J 4" PERFORATED PVC SCH. 40 PIPE ENCASED W/1' WIDEx 1.5' MIN. HIGH UP TO 1/J WALL HEIGHT � `"` OF 3/4" TO 1 1/2" OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. OUTLET SUBDRAIN W/4" 5' VARIES R`W PVC SCH. 40 SOLID WALL PIPE TO STORM DRAIN OR CURB OUTLET 27LMIN. *21 MAX.* M 27CMIN. 12"MIN. NOTE: MIN. PAD MIN. 20%MAX. 1- FOR WALL HT. 4'-0" & LOWER HOOK THE "A" BAR INTO FTG. IN THE SAME CONFIGURATION AS "C" BAR RW ELEV. G'MIN. 2.1 PAD --� Ems' 6"MIN. . -• 2- FOR WALL HT. 4'-8" TO 6'-8" HOOK THE '14" BAR INTO FTG. IN THE SAME CONFIGURATION AS "C" BAR F F 88' v 12"MIN, 4XMIN. 20%MAX. • SECTION "fir - C" PAD ��� 2 12• 32' 32' 12' 2 4XMIN. 20%MAX. � �i'�l,-�l 1 3' 3' 1 �I�� 12"MIN. TYPICAL REARYARD GRADING f 3 ADJACENT TO 2:1 SLOPES * EXCEPT BERMS LESS THAN 1' HIGH 1 OR STREETS OVER 4.5� MAY BE CONSTRUCTED AT 1 1/2 TO 1 44 RE W 'B" W LEVEL BACKFILL SCHEDULE RETAINING ALL ss ss .._. -2 .0 T r.� (�\ y��� ��+y BLOCK BLOCK r� pip p ��p pip "mow .y a� ry SECTION A A wALt a' BLOCK 12" OI.W 16' [7L�/V/� BAR Q' L7rK� ICO BA RD" BA ! L" U' IK" 2' 1�» ' TYP, a.5 0 RIW 2'-0" 2'-0" - - 14016' - - #4016" 9' 30-IN 12" - TYP. 2'-8' 2'-8" - - #4016" - - #4016" 10" 3'-2" 12" - ROUGH GRADE LINE Lij o 3'-4" 3'-4" - - #50 t s' - - 14016" 110 3'-3" 12" - Cn ADDITIONAL STREET UNDERCUT FOR 4'-0" 4'-0" - - 1508" - - 14016' 1'-1" 3'--5' 12" 3" ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY LiA w 4'-8" 2'-8" 2'-0' - /4016` 14016" -- #4016" 1'-3' 3'-7" 12" 7" ~ 44' TO CL 2'-4" o 5' MIN. P.L. 5' MIN. 5'-4" 2'--8" 2'-8" - 14016" 15016' - 14016" 1'-5" 3'-9' 120 110 F.L. F.L. 6'-0' r-8" 3'-4" - 14016" 1508' - 14016" 1'-8" 4'-0' 12" 1'-3"^ BUTTERFIELD STAGE ROAD Uj 3' MIN. 1 3' MIN. --- z z 6'-8' 2'-8" 4'-0" - #4016" , 608" - 15016" 1'-1 i" 4'-3" 12" 1'-7" EXTRA DEPTH 1- 4 CONT. O 32" D.C. T-4" 2'-8" 2'-0' 2'--8" #4016" #4016' #5016' #5016" 2'-5" 4'-9" 16" 1'-8" N.T.S. rn OF FOOTING TO GROUT ALL CELLS SOLID W/ M BE N DIMENSIONED PLANS INF & PORTION RETAINING 8-0 2-s 2#-Off 3-4 #401 s #4016 #508 15016" 2'-9* 5v-IN 16" 2'-00 rn RE r w s " r w s r r " " r w ON I 1.0 OR J . . � LESS • r � " I N 1 " " r " " a " I " " I rm PAD r. IN BACKFILL: 909 COMPACTION � 8-e 2-8 2-0 4-o #401s 14016 #608 #6016 3-1 5-5 1s 2-4 0 • " i " . r s " r r r " • " • r " w (1 . .� 4XMIN. PAD MIN. - � - 14 O 32" 0.C. � 9'-4" 2'-80 2-0 4'-B' #401 s #4016 #8oB 6016 3-5 5-9 16 2'-8- A � *2:1 MAX.* ELEV CENTERED IN CELL rb 12"MIN •�� ---- N' 12"MIN. a EXTEND MIN. 24" INTO o q a_ 4XMIN. INTO 8 BLOCK I `3 4XMIN. 20%MAX. ' 2:1 MAX. 47CMIN. 20'XMAX. Q 0 * EXCEPT BERMS LESS THAN 1' HIGH 15' R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 T.W. AS SHOWN ON THE WALL PROFILE GRADING » WATERPROOFING PER 5• SETBACK s�, RW SECTION B �- B NOTE- 1.1 OF SPEC. MIN. 2-14 CONT. W/ 10' 2a' 20' 10' 2 #2 TIE WIRE F.F. _ I ADJACENT TO 2:1 SLOPES 112 WALL HEIGHT OR HEEL r o R RET. WALL A W a[�cn o � PAD 1' OR STREETS OVER 4.59G " " WI TH WHICHEVER /S GREATER I 4� + i A BAR D LEVEL BACKFILL SCHEDULE .. ......................................... " .......................... VERY�.OW TO LOW --• WALL .... .............. o..'.'.'o.'.°'.............................. EXPANSIVE ON SITE y �\ HT 8" BLOCK "A" BAR "L ..�. •• ANS IT � - 2 °. 2" °: e ::.::....... ..... BACKFILL MATERIAL Go 4016 3-11 ' r ° 2'-0" 2'-0" " " 14» 0 5 . ............ .... ::.:... PER SOILS ENGR. �. nder round Service Alert ............... i.1 APPROVAL _ _ TYP. . U -- - - ..a..o . '-o.. ROUGHGRADELINE 2' 8" 2'-8" #4016" 3' 11" z w w `,- ;,;; - _ :,- - ;J 3'-4" 3'-4" #5016" 4'-1" ADDITIONAL STREET UNDERCUT FOR Call. TOLL FREE =. _ DRAIN ONLY �+ - -. - - "' 4'-0" 4'-D" #508" 4'-3" _ .', . ,• ROUGH GRADE SECTION STREETS wrrH STORM 6-#4 CONT. • 1-800 A RECOMMENDED FOR "L" 4 0 16" 0.C. o APPROVAL LONGFELLOW AVENUE, ABBEY ROAD 227�2600 SO tip -- RETAINING WALL DETAIL A N.T.S. TWO WORKING DAYS BEFORE YOU DIG W/LEVEL BACKFILL N.T.S- "CAUTION": Remember that the USA Center DATE CHECKED BY A�4" PERFORATED PVC SGH, 40 PIPE ENCASED W/1' WIDEx1.5' MIN. HIGH UP TO 1/3 WALL HEIGHT notifies only those utilities b e l o n g i n t© OF 3/4" To 1 1/2" OPEN GRADED GRAVEL WRAPPED IN FILTER FABRIC. OUTLET SUBDRAIN W/4- the /4"the center. There could be other u ilitIes p r e s e n t a t the work site. The center Will PVC SCH. 40 SOLID WALL PIPE TO STORM DRAIN OR CURB OUTLET inform you of whom they will notify. DATE S 386 m SEAL--COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: TRACT NO. 23067-39 IP N0. 990016 SHEET NO. NOTE. -��� TRANSPORTATION DEPARTMENT ~ IRVINE INC FLS Ht0.3 MIASS DISK S WLYEOFRBUTTCEORFELD STAGE RD.If12ONWROF UE COUNTY OF RIVERSIDE WORK CONTAINED WITHIN THESE PLANS \ �.Q�°FESS�F*�\\, 2 1-0? AsoI4�', APPROVED BY: �� NUDDL�r D EMPIRE REGION AN ASPHALT DWY. 145' N. OF C/L RANCHO CALIF. RD. IN AN STAGE ROAD EXTENSION SHALL NOT COMMENCE UNTIL AN .�� P� Tti � �. Q. sr �yUNIMPROVED AREA t2 W. OF UTILITY POLE #1751190E BUTTERFIELD ENCROACHMENT PERMIT AND/ORAi,Q�.r 9y yc'I� r�W �� s �� 2900 ADAMS STREET, SUITE A-15 ELEVATION = 1230.56 GRADING PERMIT HAS BEEN ISSUED. w z �� a N0, 58020 RIVERSIDE CA 92504 (9091352-7200 NO. 33950 m 1 w EW 6/30/06 PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ROUGH GRADING PLAN 4 N The pMde engineer signing these plans is M*msi* for assuring the accuracy j ac EXP. 6/30/06 KHALED A. OTHMAN, R.C.E. 33950 EXP.: 6/30/06 DATE 1 ar. /% OF SHTS. BY- and tobdt of the design hereon. In the event of discrepancies arising otter It �� ��. Ills, ��. Y PREPARED BY R.C.E. No. 58020 FOR W.O. COUNTY o P to /neer shall be Bible l 9T C xv> �� �\qTF C tvi� o¢� r. 6 col* approval or during construction, the peva eng MARK BY DATE APPR. DATE �\\\F oC `�Fo \\� pF CAI- Qti SCALE: FILE N0. for determining an acceptable solution or revising the plans for approval by REVISIONS ���,�I� � H: AS SHOWN V: AS SHOWN 2346-230673 the county. ENGINEER COUNTY RECOMMENDED DATE PAUL R. UDDLESTON, JR. R. .E.58020 DAT R1W 44' TO CL Ir 121® 3 w' i / "I 12 ................. .......... A -, ........ TH...._:�­11 3 A W 1004.' N 40 36 E '343,4 .....Q° Z ....... PASS ---------- ....... ...... . ........................... ----------------- *51 C 7-------- '47# R=:9' ---------- � 1---.---- 11--.- 1.11 - - - .'___ = -. .. ............ .... ................ 19' .............. ...........- ----------- .... .......... ...... .... ......... ...... .........-----------................... ...........:_/ - -------------------_-----------...... -- ----- j 120.19' P_ 1 ........... • 10 -4........ '215.4 40 ZZ! .. ..... P'12 ca .. ......... .... .... ...... 12 1,6_5 -ou ------ 1 -- - - 35, C 5U. 42Z 12 f . ....... 44.10' 56,481 P'12 9 50 � 1 B P-122 1 .0 4944 PAD-1233-50 P-1221 ,5 o P-1223.4 5.0 CD P--1246.6 P-1247.2 P-1247,3 *-4 P-1226.5 '4 Ok 2! P-,1247.31233.2 '--123C}.2 Q40 P-1242.1 P- Z P-1 246�4 P-1244.6 L 41- x cc 60' PUBLIC UTILITY 60' PUBLIC UTILITY Lai cli AND STORM DRAIN �e AND STORM DRAIN EASEMENT EASEMENT CA 4334• ! 12" 30 50.02# LONGFE LOW Xws 9 0 1 :E I . 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D/p ................................ -7 + 8 ............... j... .. ..... ... 4 r 1 N, 7� �j SECTIO 99B - B ._ .. r NTS , ....... vii 2 0 N rj D - D ()1 T 0............. J/, q i , z LLJ . ... ............ Underground Service Alert t Call: TOLL FREE ......j 0 f, , 11-800 GRADING AND DRAINAGE EASEMENT RECOMMENDED FOR 0 227�2600 AS GRANTED BY INST. NO. APPROVAL z CONSTRUCTION NOTES RECORDED ON TO BE MAINTAINED BY RCFC& WCD TWO WORKING DAYS BEFORE YOU DIG QA CONST. RIP-RAP PAD PER DETAIL ON SHEET 2 0 20 40 $o 120 160 1.19J7 CONST. 40 A.B., CL. 2 OVER COMPACTED NATIVE SOIL ACCESS ROAD DAT "CAUTION": Remember that the USA Center I I I I CHECKED BY notifies only those utilities belonginy to CONST. RETAINING WALL PER RN. CO. STD. 1284-197 & PROFILE ON SHT 2 the center. There could be other u ilities 0 present at the work site. The center will inform you of whom they will notify. SCALE, 1'=40' M DATE S 386g I)o 0z 0o 31 Z: NOTE: SEAL-COUNTY COUNTY OF RIVERSIDE SEAL-ENGINEER HUNSAKER & ASSOCIATES BENCHMARK. TRACT NO. 23067-3, IP NO. 990016 SHEET NO. I'mit �11! WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT A BRASS DISK STAMPED RN. CO. SUR. T-27-81 IN CONCRETE 4� ESS L IRVINE, INC COUNTY OF RIVERSIDE FLUSH +0.3 MI. WLY. OF BUTTERFIELD STAGE RD. ±-12' W. OF 3 (0 SHALL NOT COMMENCE UNTIL AN 111P APPROVED BY: DD)t I INLAND EMPIRE REGION AN ASPHALT DWY. ±45' N. OF C/L RANCHO CALIF. RD. IN AN �,Njr BUTTERFIELD STAGE ROAD EXTENSION r*9 -nuTY POLE J1751190E ENCROACHMENT PERMIT AND/OR A 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA ±2' W. OF u 0 VA -7200 ELEVATION 1230.56 GRADING PERMIT HAS BEEN ISSUED. C6 L. RIVERSIDE CA 92604 (909)352 NO. 33950 NO. 5802 rq PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS ig EXP. 6/30/06 EXP. 6/30/06 M ROUGH GRADING PLAN 4 The prco hWe engineer signing these Pb7S iS reV=bk for assuring the amurucy ;V KHALED A. OTHMAN, R.C.E. 33950 EXP.: 6/30/06 DATE ;D OF SHTS. and x*o&#� of the dm* hereon. In the event of dwWic arising after It 'A PREPARED 13Y: R.C.E. NO. 58020 comfy approval or during construction, the prhde engkwr sha# be reVonsiNe IV C I%, CrV FOR W.O. COUNTY for determining an acceptable solution or revising the plans for qWoval by MARK BY __1DATE REVISIONS APPR. DATE OP C00f C /��_-1 , Z// Z., /-..V SCALE: FILE NO the county. ENGINEER COUNTY RECOMMENDED DATE PAUL R DDLEST6N,'JR. R.c.E.58020 H: AS SHOWN V. AS SHOWN 2346-230673 _ BUTTERFIELD STAGE ROAD ftftmwa mo 130 0 13 05 -Ile Al IN IX 73 . 4 _B 12 12 1 9 )50 PE PE= Dr 1277 3 73 . 275 . 2 Of 7 T C.) 61 VON 5,00 o .. vow 'k LLJ A 13 PE= 1304 . I rl!5E= 1299 q Ke 0 Ln Ln 0 le 13 4 . 6 1 3 0 0 9 6 Zp 7 LLJ 13 Y, BC 1090.29 "I LLJ 13+83.91 ECR 0 20 40 80 120 15\ 13 12 . \1 Cn � b4 PE=1298 . 2 P�= 19 C\j Underground Service Alert x C TOLL FREE IND all $ NI 1�800 PE= 1303 . 2 RECOMMENDED FOR 20 APPROVAL 227�2600 1320 . 14 . 7 TWO WORKING DAYS BEFORE YOU DIG .. .. �c �z 171� ~^� "CAUTION": Remember that the USA Center DATE notifies only those utilities belongin t CHECKED BY the center. There could be other uyilit�i`es present at the work site. The center will f DATE in orm you of whom they will notify. 0 M S zi NOTE: SEAL—COUNTY COUNTY OF RIVERSIDE SEAL—ENGINEER HUNSAKER & ASSOCIATES 13ENCHMARK: TRACT NO. 23067-3,9 IP NO. 990016 SHEE 067 TRACT N 0 23067 4 M WORK CONTAINED WITHIN THESE PLANS TRANSPORTATION DEPARTMENT ESS IRVINE INC A BRASS DISK STAMPED RIV. CO. SUR. T-27-81 IN CONCRETE ESS FLUSH *0.3 Mi. WLY. OF BUTTERFIELD STAGE RD. :k12' W. OF COUNTY OF R RSIDE 4 SHALL NOT COMMENCE UNTIL AN APPROVED BY: -<It I INI&AND EMPIRE REGION AN ASPHALT DWY. *45' N. OF C/L RANCHO CALIF. 0. IN AN BUTTERFIELD STAGE ROAD E)[TENSION ENCROACHMENT PERMIT AND/OR A 2900 ADAMS STREET, SUITE A-15 UNIMPROVED AREA *2' W. OF UTILITY POLE #1751190E GRADING PERMIT HAS BEEN ISSUED. 0 ---- RIVERSIDE CA 92504 (909)352-7200 ELEVATION 1230.56 NO. 33950 NO. 58020 PLANNING/ENGINE ERIN G/SURVEYING/GOVERNMENT RELATIONS CN'W- EXP. 6/30/06 EXPI 6/30/06 ROUGH GRADING PLANThe p** engiw*ing Uxw phns is mspmshk for =wing Me WC&MY 01� KHALED A. OTHMAN, R.C.E. 33950 EXP.: 6/30/06 DATE OFASHTS. | misiq after PREPARED BY: and =WWi� of hwm In Me event of dfsaq" R.C.E. No. 58020 CIVI FOR W.O. COUNTY 04 MARK BY DATE SCALE: FILE N for detef mining an wceptobk solution or mming the p1m for Wp-%4 by REVISIONS QP C00 I 9:� 6 z H: AS SHOWN V: AS SHOWN 2346-230673 ft coun�. ENGINEER COUNTY RECOMMENDED DATE PAUL R.?UDDL N, JR. R.d.E.58020 DATE �c