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HomeMy WebLinkAboutLot 18-21,31-33 Precise Grading GENERAL NOTES x1s 1. All grading shall conform to the Uniform Building Code, Appendix Chapter PRECISE GRADING PljAN 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. TRA CT ' NOo 23067 4 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. a 7g SITE PHA SE 8 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. L 0 TS 18 21 & 31 33 7. Stability calculations with factor of safety of at least one and five tenth (1.5) shall be submitted by a Soils Engineer to the Building and �a ,,P,>.10 Safety Department for cut and fill slopes over 30' in vertical height. cy, 15 8. Provide 5' wide by 1' high berm or equivalent along the top of all fill slopes over 5' high. 9. Provide a brow ditch, designed to handle 100yr Q Storm flows, along the top of cut slopes. N.T.S. 10. Minimum building pad and drainage swale slope shall be = 1% if cut or fill VICINITY MAP is less than 10', 2% if cut or fill is greater than 10'. Drainage swales shall be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of cut or fill slopes. ca 11. "No obstruction of flood plains or natural water courses shall be permitted." a 12. All existing drainage courses on the project site must continue to function, N especially during storm conditions. Protective measures and temporary NOTICE TO CONTRACTOR: drainage provisions must be used to protect adjoining properties during lb �- o grading operations. fit• CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY I �► FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS n 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 o 1/27 per foot fora minimum of 3'. REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL N WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND co 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, i planted with grass or ground cover to protect the slope from erosion and REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE instability in accordance with Ordinance No. 457 prior to final grading inspection. O OF THE OWNER OR THE ENGINEER. r y 15. EROSION CONTROL: All slopes required to be planted shall be provided qNk� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES o with rosea ice plant (or equal) ground cover at 12 on center. Slopes � S�► T�� �a, �(��?'� SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. I exceeding 15 in vertical height shall be planted with approved trees TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT spaced not to exceed 20' on center or shrubs not to exceed 10', ora 36 37 38 3940 THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL w combination or shrubs and trees not to exceed 15' in addition to a grass41 PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER mix or ground cover. Slopes exceeding 4 in vertical height shall be provided -MAC7" NO. 23067--ft423 / LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR W with an in ground irrigation system. Slopes equal to or less than 4', may 4 44 45 48 4 48 49 50 51 / THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. V) be irrigated by hose bib located at the top or toe of the slope, spaced to 35 52 U make use of a hose no longer than 50' in length. The irrigation system shall be G CHANNEL ST. 53 ALL RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY Q_ provided with an appropriate backflow device per U.P.C., Chapter 10. 34 26 r- AND ARE TO BE CONSTRUCTED PER SEPARATE PERMIT. x V w 16. All grading shall be done in conformance with recommendations of the 33 w 25 r 21 55 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL w updated soils engineering report by Geo Soils Inc. dated January 27, 1998. ,� 27 oc 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 to 18 17 56 Building and Safety Department which shall include foundation design recom-- 28 cn mendations and certification that grading has been done in conformance with the �G� 31 3 22 57 58 59 60 61 62 63 64 0 recommendations of the site investigation report. 2 is 16 85 Be w �p 29 11 12 13 14 i 17. If steep sloping terrain occurs upon which fill is to be placed, it must be cleared, 30 g 10 keyed and benched into firm natural soil for full support. Preparation shall be 5 g 7 8 approved bya suitably qualified and registered professional prior to placement 3 4 of fill material. 1 2 7 18 19 20 21 2 23 24 18. All radia shall be done under the supervision of a cam etent soils 15 16 1 25 LEG D OF A BREVIATIONS & YMBOLS g engineer who shall certify that all fill has been properly placed and who i2 13 14 PHASE 8 T,C, TDP OF CURB �---- 100 - - EXIST, CONTOUR shall submit a final compaction report for all fills over 1' deep. 4 5 8 7 8 9 10 ii 26 F.L. FLOWLINE` ELEV, "~-100 _ PROP, CONTOUR o 2 3 T,G. TOP OF GRATE - PROPER T Y L INE cn 19. Final compaction report will be required for all fills greater that 1'. 1 34 33 32 > P P q 9 94 38 31 3D �'9 G.B.GBGRADE BREAK DAYLIGHT LINE w 20. A suitable qualified and registered professional shall submit to the 92 93 o ABBEY ROAD 51 50 �: 28 27 F.G. FINISH GRADE �� SHEET FLOW RATE w q 9 , p . , 91 R.G. ROUGH GRADE - GRADED SWALE Q Building and Safety Department written certification of completion of rACr NO, 90 v 52 49 d r.. F.S. FINISH SURFACE -� CENTERLINE rough grading in accordance with the approved grading plan prior to 89 69 r 83 B2 61 80 .�, p o. requesting inspection and issuance of the building permit. Certification 2 ` 087-4 88 71 70 v Z 53 �� 37 41 4.2 � � INV, INVERT OF DRAIN _ ti°�`� - SWALE HIGH POINT shall include line, grade, elevation and location of cut/fill slopes. 87 72 68 7 59 44 P, PAD ELEVATION FLOWLINE 86 73 0 64 54 47 FF, FINISH FLOOR ELEV, �'�1�'-._..� SUBDRAIN 21. A suitably qualified and registered professional shall submit certification 85 74 67 5 55 45 G.F.F. GARAGE FINISH FLOOR _ _ _ _ AREA DRAIN LO of building pad elevation. Where specific elevations are required, the 75 65 elevation (with respect to mean sea level) shall be given. If an elevation 78 57 56 4B B.V.C. BEGIN VERTICAL CURVE Y f ti TOP OF SLOPE with respect to adjacent ground surface is required, the actual distance 83 77 E.V,C, END VERTICAL CURVE .r "' TOE OF SLOPE above the adjacent ground shall be given. 82 78 7f ACT' NO,O,, 23067-4 P,I, POINT OF INTERSECTION RETAINING WALL UJ 31 79 E.P. EDGE DF PAVEMENT �, FIRE HYDRANT < 22. A suitably qualified and registered professional shall submit to the 30 80 T.W. TOP OF WALL ELEV, o STREET LIGHT w Building and Safety Department written certification of completion of .29 81 o final grading in accordance with the roved Ions for all grading TF, TOP OF FOOTING ELEV, SOUND DR SCREEN WALL 9 9 PP P 9 9 28 A D.F. DEEPEN FOOTING DEEPENED FOOTING � designated as "engineered grading". 26 27 S 32.0 0°� o o�� 33 fie► L. LENGTH WATER METER 23. The contractor shall notify the District Building and Safety Department �� 25 V�' 34 '>�► DWY, DRIVEWAY CATCH BASIN & LOCAL DEPRESSION at least 24 hours in advance requesting finish lot grade and drainage 24 36 35 �� N,T S, NOT TO SCALE 3- p X DEPTH OF REQ'D OVER EXCAVATION inspection. This inspection must be approved prior to building permit 2 38 3 P,U,E. PUBLIC UTILITY EASEMENT final inspection for each lot. �� -� 21 22 39 *00 . 24. Contractor shall notify Underground Service Alert, two days before you 18 19 40 w dig at 1 --800--422--4133. 1 4241 � '--T Of 0 15 i 8 13 14 10POGRAPHIQSOURCE:, &iAP5y w 11 12 v�' 47 48 �� i 0 �0�1 �' 48 AERIAL PHOTOGRAPHIC METHODS, FLOWN BY: E A R T H W R K E T I M '�'�°`� '° b , w 9 F�W �� ti S ATE a Underground Service Alert 7 8 LO�� 51 so C, ,��' ROBERT J. LUNG & ASSOCIATES 52 , 2832 Walnut Avenue, Suite E (EARTHWORK QUANTITIES FOR PERMIT PURPOSES Otrcy eha►1 not viconstrued a o 01 em cie' z 6 53 '� P of9 any -MIS ' w Call: TOLL FREE 54 '� Tustin, Co. 92780 of an a coum'�• 714 832-2077 � tor. . Ot to s b untllU . 5 57 56 5 S�Q C � TOTAL CUT....................350 C.Y. �prov � a,the�a • 4 58 .. .• TOTAL FILL....................350 C.Y. 00 1 800 5� 3 2 8 NOTE 61 227�2600 i �lll IN THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL VOLUMES ,o 0 PETRA GEOTECHNICAL, INC. OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING _ CENTEX HOMES PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 2280 Wa►rdlow Drive, Suite 150 7520 Commerce Center Drive, Suite 103 FOR CONTRACT PURPOSES. SHRINKAGE, SUBSIDENCE, AND ANY REMOVALS ARE BASED ON TWO WORKING DAYS BEFORE YOU DIG �' 0 100 200 400 600 800 Corona, Co. 91720 Temecula, Co. 92590 FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITION DURING (909) 279-4000 (909) 699-6193 w CONSTRUCTION MAY VARY. o CAUTION : Remember that the USA Center N-Ir 00 notifies only those utilities belonginto SCALE= 1"=200' the center. There could be other uyilities present at the work site. The center will o inform you of whom they will notify. z m RECOMMENDED FOR SEAL ,�„� SEAL APPROVED BY DATE. , HUNSAKER & ASSOCIATES SHEET NO. LEGAL DESCRIPTION: APPROVAL yr �� ,' �f �� CSU NTY �F RIVERSIDE �� � ��r{ hr, IRVINE INC ,. pFESS �ki�� r �- PARCEL 17 OF PARCEL MAP 24387, AS RECORDED /N MAP ���� Nuoo� "q�>>\ '� ��� ' � TRACT N23O67---�'�, �„ s,, FOR TRANSPORTATION DEPT., RIVERSIDE COUNTY CALIFORNIAINLAND EMPIRE REGIONBOOK 164 PAGES 5 THROUGH 2D, INCLUSIVE OF MAPS ��Jv oy c�jN RECORDS OF RIVERSIDE COUNTY, CALIFORNIA �•, PHASE 8 a ND, 58020 R.C.E. N0. 2900 ADAMS STREET, SUITE A-15 RIVERSIDE CA 92504 (909)352-7200 1 EXP, 6/30/02 ;o LOTS 18�-21 & 31 ----33 OF�,. SHTS The private engineer signing these plans is responsible for assuring the accuracy DATE 1� / PREPARE BY DATE �.. PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS cr) o and acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY ���� Y FILE NO. county g g DATE BY MARK APPR. �\��rF cxuY� p4`' SCALE 1'_200' A BRASS 03° sr�rev co. SUR. T-x7-$1 IN caNci� PRECISE GRADING PLAN o coup approval or during construction, the private engineer shall be responsible \�QF CACIf BENCH MARKounUtFlE4A STAGE W.t 12' W. OF for determining an acceptable solution or revising the plans for approval by ENGINEER REVISIONS COUNTY DATE t���`�- PAUL R. U D D LES N J R. ,w A5PHALT ARE *2' N. of C c1751 rzo. IN MI the county. DESIGNED BY DRAWN BY CHECKED BY y 58020 EXP. DATE 6 30 02 DATE MARCH 2001 8vA�° 1 3 5�' W. Or i' Pow 1'175/lsai~ FOR CENTEX HOMES W.O. R.C.E. 0. / / 0919-23067 so -..� ESTIMATE OF QUANTITIES NO. DESCRIPTION QUANTITY UNIT ^ A LANDSCAPE AREA DRAIN PER DETAIL HEREON. 0 EACH T.G. ELEV- SPEED-D-TUFF GRATE LOT N0. B CURB OUTLET PER DETAIL HEREON. 0 EACH N.D.S. No. 1212 GREEN C 3" A.B.S. PIPE 0 L.F- (SEE PLAN) OR APPROVED EQUAL Qp� D CONE,STRUCT RETA/NIW W4LL PER RN. CO. FORA/284-197 REY. 10/94 0 LF. F•G• $ MIN P.L. E CONSTRUCT RETAOWW WALL W1000D FDWE A9M PER DETAIL HEREON. 0 L.F. 5' MIN. GRATE HOUSING 15' TYP. (10' MIN.) F RE & REPLACE DR YIENY AS NECESS4Rf! 0 L.F. ADAPTER N.D.S. No. 1221 F L TOP/TOE O�' 11 W REDUCER OR APPROVED EQUAL !, 3' MIN. 1' SLOP N PEI.ANHOWN PIPE RISER PLASTIC TEE �� <`L Q �� w 5' MIN. NOTE. FOR BINDING F.F. ELEV. FL3' MIN. z A.B.S. TO P.V.C., CONTRACTOR TO PIPE SIZE INV. ELEV. USE WELD---ON 194 PAD ELEV. m o PER PLAN (SEE PLAN) SOLVENT OR EQUAL. A B *2 MAX.* m PAD ' 6 MIN. LANDSCAPE AREA DRAIN DETAIL �,� ELEV. "MIN. ?' M.q�. �� - A � 6 M I N. a NOT TO SCALE G.F.Fj ELEV. B.S.L. 12"MIN. \ 4%MINN20%MAX for 3' then 2%Min-20%MAX. 12"MIN. * EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1 1/2 TO 1 o . SECTION A - A CU FACE° ° 'SIDEWALK o DIRECTION OF FLOW PER IMPROVEMENT PLANS PER GRADING PLAN CONTRACTOR TO PROVIDE CONSTRUCTION 1 JOINT IN SIDEWALK 0 CENTERLINE OF " " TYPICAL LOT FINISH GRADING PIPE R/1N OPEN GRATE TYPE CAP OVER TOP OF TEE TO ACT AS BUBBLER N.T.S. 3.5" 0 HOLE CORE CURB (REQUIRED AT PIPE ANGLE POINTS) DRILLED IN CURB SET INVERT OF PIPE SIDEWAL P•L• 1. SWALES TO BE CUT IN AT 1% MIN. ' 5 MIN. 5 MIN. . 1/200 ABOVE FL. GUTTER C 3" A.B.S. AT ROUGH GRADE AND PRIOR TO F.L. F,L. " 6" P.V.C. 90' TEE BUILDING CONSTRUCTION, " p G 3 A.B.S. (FOR CLEANOUT) 3 MIN. 13 MIN. N 6" TO 3" A.B.S. REDUCERS 2. A PAVED DRAINAGE SWALE J EXTRA DEPTH 1'6" -_j _ CATCH BASIN & PIPE , OR OTHERQ- SIMILAR DRAINAGE DEVICE IS a OF FOOTING TO N AREA DRAIN CURB OUTLET DETAIL REQUIRED WHEN A STOOP BE DIMENSIONED a ON PLANS 1.0 OR m I m I � B NOT TO SCALE FIREPLACE OR PORTION OF I LESS THE BUILDING EXTENDS WITHIN MINIMUM ESTABLISHED DRAINAGE PAD 6' IN. cn SETBACKS. ELEV. \ *2:1 MAXIN. PAD 6"MIN. 3. SEE STD. PLAN 101 FOR 12"MIN. �� 6"MIN. ELS' 4 � oD DRIVEWAY APPROACHES. �� 12"MIN. _ T 2%MIN. " °- 2:1 MAX. I 4%MIN-20%MAX for 3' n then 2%Min-20%MAX. co * EXCEPT BERMS LESS THAN 1' HIGH R/W MAY BE CONSTRUCTED AT 1 1/2 TO 1 N wl 3' IN-GROUND UTILITY HOUSINGS X Li (WATER METER, CABLE TV ETC.) SECTION " B - B" v PADF WLINE SWALE 1 X MIN. TO BE INSTALLED FLUSH TO ALLOW h Erf 111UN-OBSTRUCTED DRAINAGE 4 2% 1/4"PER 1' I SOD IF USED SHALL BE INSTALLED h x x FLUSH WITH SWALE TO ALLOW C:UN-OBSTRUCTED DRAINAGE >` "' FIG. NO. 2 UP 5 1 P.L. v MOREE THAN 5' h/2(MAX 5') NOTE: 3:1 SLOPE PERMITTED TO BEGIN AT R/W TYPICAL SOD AND UTILITY TAIL 4 L. w NTS 1. SECTION "A-A" APPLIES WHEN THE 1 z I DIFFERENCE IN PAD ELEVATIONS SEE NOTE #4 10 MIN. EXCEEDS 1.0'. HEREON c � a 2. SECTION "B-B" APPLIES WHEN THE BERM TO BE m - DIFFERENCE IN PAD ELEVATIONS IS REMOVED 1.0' OR LESS, & THE EXTRA DEPTH TOP OF SLOPE I PAD i o] OF FOOTING IS SHOWN ON THE SHOWN ON �� _ 57 MAX ELEV, s„M�f-N-- a GRADING & STRUCTURAL PIANS. PLAN ­22-'r 3. IN NO CASE SHALL THE SWALE 0 FLOWLINE BE LOWER THAN THE 4%MIN~20%MAX for 3' 12"MIN. PLANTER AREA TO SLOPE AWAY BOTTOM OF FOOTING WHITHIN then 2%Min-20%MAX. > FROM FOUNDATION AT A MINIMUM 5' FROM BLDG. LINE. bi tr OF 236. PLANTS AND SHRUBS SHALL [4.2% BE PLACED sucH THAT THEY Do 4. PROVIDE 5' WIDE BY 1' HIGH BERM �� �� w NOT IMPEAD THE FLOW OF DRAINAGE OR EQUIVALENT ALONG THE TOP OF SECTION C - C o AWAY FROM THE FOUNDATION ALL FILL SLOPES OVER 5 HIGH. FINISH FLOOR TYPICAL REARYARD GRADING PAD PROPOSED WALKWAY ,.�Y. 10 ,n P.L. .. N GROUND PLANTER-_ DET 4 NTS G, 1• TDP OF BERM ELEV. 1 w C�• �, PAD ELEV.+12" I o= ~'-� TEMPORARY BERM z z z w TOP of SLOPE SHOWN ON PLAN PAD E w Z�� M NOTE: ALT. SECTION TO BE BUILT PLAN 1 PLAN 2 � � PLAN 4 � ONLY WHERE SHOWN ON PLAN. 2301L 2814L FF N 3 3378L P=00.0 =00.0 WMIN. 73L �° P=00.0 TYPICAL. ELEVAI TION DIFFERENCE � � FF=00.50 FF-00.50 0.0 � FF=00.50 A ._,,._,...., 5'MIN. 0.50 40, TOP OF CURB NTS 5� u 40' _ WMIN. cn 5'MIN. . 5'MIN. L iv MIN. I I o 5 MIN. Imo, 1 p GFF= a X GFF= GFF= GFF= © u w c � z 00. o.0 00. o Underground Service Alert TOP OF SLOPE Z z SEE DETAIL ON SHEET 2 FOR IN-GROUND 4' z N ' PLANTER AREAS(TYPICAL) . Cali: TOLL FREE ^^ ^- J 0 • v 00 1 80010soH 2301 SQ.FT. 2814 SQ.FT. 2973 SQ.FT. 3378 SQ.FT. d� Q �,o. � ,,1�' H 3 BUT NEED NOT 2 STORY 2 STORY 2 STORY 2 STORY �`' �� Go ion° �s o 227�2600 TOE OF SLOPE E CEED 40' MAX. 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE 3 CAR GARAGE �Q� ��004v'o`5 REDHAWK 0% �� , e TWO WORKING DAYS BEFORE YOU DIG 11 % W r4V o "CAUTION": Remember that the USA Center TYPICAL HOUSE TYPES 4 V_ notifies only those utilities belongin to NT5 the center. There could be other ueilities present at the work site. The center well SEE ARCHITECTURAL PLANS FOR COMPLETE FOUNDATION DETAILS z Inform you of whom they will notify. z En- RECOMMENDED APPROVAL DED FOR SEAL , SEAL APPROVED BY DATE �fr 4Ir ' HUNSAKER & ASSOCIATES SHEET No. .��\j\ y N COUNTY OF" RIVERSIDE °FESS/ IRVINE, INC23067-4'�`� Y4W TRACT NO. 0 FOR TFiANSpOF't1'A710N DEPT.. FtNERSIDE COUNTY CIWFORNIA ffi;a� INLAND EMPIRE REGION 2 N a R.C.E. N0. EXP. DATE 2900 ADAMS STREET, SUITE A-15 PHASE 8 I NO. 58020 - r, 3 rn m RIVERSIDE CA 92504 (909)352-7200 _ OF SHTS rn h a IIDfP. 6/30/02 J PREPAR B DATE PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS LOTS 18 21 & 31 33 The private engineer signing these plans is responsible for assuring the accuracy DATE ( o and acce acceptability of the design hereon. In the event of discrepancies arising after CHECKED BY �I �P FILE N0. p � � p g A >>9T CIVIL �� � SCALE AS NOTED �I I� �, �. CO. �. ,r..z�..>3, � coNCI�rE PRECISE GRADING PLAN o county approval or during construction, the private engineer shall be responsible DATE BY MARK APPR. \�� OF `Fo BENCH MARK MFLUSHN&T W. IIYLY. of eurr CA R srACE RD. tie IN of for determining an acceptable solution or revising the plans for approval by ENGINEER REVISION COUNTY DATE ��� Ate - PAUL HUDDLESTON JR. UMMPROVO T ,DWYyEA*2'W. o�,�#175119M 1N 'w FOR W.O. the county- DESIGNED BY DRAWN BY CHECKED BY R.C. N0. 58020 EXP. DATE 6 3D 02 DATE MARCH 2001 ELEVATION - 1230.W 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 3" A.B.S. PIPE 0 L.F. D CONSTRUCT RETAWW IMILL PER RN. CO. FORM 284-197 REV. 10/34 0 L.F. E CONSTRUCT RETAWW WAU W/WUOD FENCE ABOVE PER DETAIL HEREON. 0 L.F. F RE1160W& REPLACE DRKWAY AS NECESSW 0 L.F. low WNCE ENT DE LAN0 TO�TTE �pUN71' Q RIVE ._ f DEDICA . . ---.. 1195 2.1 � � \ � �N `. • "� i,� z t 2• _ 19 z + I H.p. I , \ v. b•p_ ^� 9 H.P. Oft, FLAN 2 I PLAN 3 PLAN 4 2814R �- 2973L .. I � ` P= 1201.5 � P= 1202.5 r '� 3378R C 1 Q� FF.= 12020 �; ( FF= 1203.0 z I 9 .moi c P= 1204.0 a \ '- 33'7 B R vox r i 1 FF= 1204.5 - `�� P�1200. ' L I ��zk r----- _ 1. GFF= i--= r GFF= " GFF= a .2 52. 1204.0 12� 11 , 0 o 0.9 .r 1 1201.5 ,I 10 1202.5 D.F. GI o ,20 7 6 12 pit � \t•� 15.9 1 0 LID `° 0 1 6 DA ( �= ItR c F.LNG 1 12 Ch 2 ' F.LNG.B. F.L-G. ► I� 00 i� o � F• �t c CL I 49.00' 8.66 60.00' 60.00' k n 98.11 �� 0.36 I o Ld , A El B E Y 0 w srCL �, L c , .63 58.15 p0 ? 60.00' a ► °D .. �-No 1 0 .4 1202 � .3 G ` 5.0 FL,NG.B. °o N f FL-G.B. F.L.NG.B. 100, a� 0. 10' D.F. 1 8' 1201.5 GFT= N c, .1' I GFF= i 1202.3 I I N S � D.F. 11203.8 o ------ LL II I L rn � PLAN 4 o d � PLO 3378R :�o I 2�7 3 - P= 1202.3 PLAN P= 1201.5 9' FF=1202.8 I 2814E > o l FF_ 1202 P= 1203.8 w 1 I F = 1204.3 I F- w __ - --? --� i 1.9 12U4 zl g N.P. , H.P. #I # - 04"t 3 3133 - 1205 Ln 120 C Z.1 1215 0 1220 w 1225 0- w 53.76' 68.92' 1 .15 0 N I `r= 1 28 I y HP ` y w 0 x wd Underground Service Alert . . � Call: TOLL FREE w a • Q ,�� "'oo Wc ls ti ��1 Bao 00 227-2600 p °4ed� 0 TWO WORKING DAYS BEFORE YOU DIG 0 15 30 60 90 120 "CAUTION": Remember that the USA Center o notifies only those utilities belonginto CIO -- the center. There could be other uyilities present at the work site_ The center will SCALE: 1"=30' inform you of whom they will notify. o z I RECOMMENDED FORm APPROVAL SEAL „ SEAL�� APPROVED BY DATE SHEET No.HUNSAKER FEsS;o; � & ASSOCIATES COUNTY OFRIVERSIDE IRVINE INC FOR TRANSPORTATION SPT., RVERSIDE COUNTY CALIFORNIA TRACT NO. 2 3 D 6 7--4INLAND EMPIRE REGION3CD a �6 -7� R.C.E. N0. " :, 2900 ADAMS STREET SUITE A-15 Na. R.C.E. PHASE 8 w EAP.