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HomeMy WebLinkAboutLot 68-72 Precise Grading v r LEGEND PROJECT SITE N191 POINT P/1D ELEV. -0.3' IN. 000. TOP OF CURB 0 00 B T.C. PALOMA DEL FLOW LINE F.L. I SOL lQ4N/4 ROI►0 B C HIGH POINT H.P. _ _ _ f Ftpl`p 15' TYP. 15' TYP. FINISHED FLOOR FF 0000. 0 A A (EXCEPT C C (EXCEPT p p MODEL ITE V\ FINISHED SURFACE F. S. NOTED) NOTED) LINEAR FEET L. F. YIA RAMI�5 I 1TRACT NO . TOP OF GRATE T- G. xlz •li 24134 = '�' PAUBA W • g p V1CCc GARAGE FLOOR GF 0000. 0uj SA1PG ROAD PAD ELEVATION PE 0000. 0PRECI E RADING PLAN N a W 00 �� r INVERT INV. 0000. 0 10;"r+x. iox tom• t2 g AIR RELEASE VALVE WATER METER ❑I �A� 0 Pico j ! MAIL BOX ® TYPICAL SIDE Y RD DRAINAGE T�4 apao FIRE HYDRANT ` Y HWY. 79 ELECTRICP 12" MIN- P/L 8 ' MIN. BDG. PAD TO SAN DIEGO TELEPHONE T ABOVE PAD 5 ' MIN. 3 ' MIN.- /00� ELEV- GAS G COMPACTED " MIN. 10% BERM SEWER S TRACT NO . 24132- 1 PROJECTED TOWNSHIP 8S, RANGE 2W, SECTION 15, �j SAN BERNARDINO BASELINE AND MERIDIAN WATER W •'' 61 VICINITY MAP DRIVEWAY 2: 1 MAX. 2% MIN. 00• 60 62 _ - 2% MIN- 21 % MAX. FAUBA 63 %-p NOT TO SCALE STREET LIGHT 0_ SECTION A - 59 64 ELECTRIC TRANSFORMER PAD ® FOR SIDE YARD SLOPES GREATER 46 48 5857 C-1 65 ELECTRIC HAND HOLE H.H. ® THAN 5 ' IN VERTICAL HEIGHT 8 2 30 31 45 49 56 s 66 GRADING NOTES T 28 44 0 50 ELECTRIC PULL BOX P.B. ® 9 0 55 -p 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, 6 27 32 43 p�C 51 54 0 , AS AMENDED BY ORDINANCE 45T. ELECTRIC SERVICE TO BUILDING `� 12" MIN. ABOVE PAD ELEV. 526 � 111 33 42 C+-!O 5253 �\ % 2- MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. t" B ELECTRIC SUBSURFACE STRUCTURE EE13 4 �r 25 34 41 40 <<� P TO 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . WATER SERVICE yV ROUND OFF TOP 3 p 24 �+0 0 9r 36 39 y 4. PROVIDE 5 ' WIDE BY I ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL SEWER SERVICE S �_51 ` 12 35 13 2 �U'p 14 23 22 37 T3 FILL SLOPES OVER 5 ' HIGH. � I I % 38 P T4 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SLOPE II IS 21 <<-4 J` 75 \,gyp SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 16 20 T6 PROJECT PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS EXTRA DEPTH FOOTING 17 18 19 TT �i P� SITE OVER I ' DEEP. SECTION B - S TRACT NO . 2 41 34—2 s T8 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO C t TY OF TEMECULA WHEEL CHAIR RAMP !'UOLIC M011tK3 DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FOR REAR YARD SLOPES GREATER 79 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THAN 5 ' IN VERTICAL HEIGHT 85e0 ISSUANCE OF THE BUILDING PERMIT- CERTIFICATION SHALL BE TO LINE, 84 83 82 8 I TRACT NO. 24133-3 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. RETAINING WALL amDultip T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 STORM FLOWS, ALONG r 5 ' MIN. P/L 5 ' MIN. " TOP OF CUT SLOPE. O CONSTRUCTION NOTE 6" MIN. 6 MIN. 3 ' MIN. I ' 1 ' 3 ' MIN. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN AREA DRAIN SYSTEM CATCH BASIN MUDSILL MIN. MIN. MUDSILL t'�' C SOS �� yo• GOMF'AGTIDfV ONE FOOT. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF FENCE :� ` DRAtrt PIPE G' MtN• THE PRELIMINARY SOILS INVESTIGATION BY: • .. -A—g5" . Get.tyEtzSe GoN&uLTo.N?s DATED: J^%J- 17, 149 459 INDICATES COLOR XO 12" MIN- � TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 2% IN. k4tw s" e,LwAN r " WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- LOT NUMBER X❑ 2% MIN. 2: 1 MAX. 6" TYP. 21 % MAX. %4"L- warmpli-4& MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- INDICATES ONFORM- NoICATES MODEL 2 I % MAX. AREA DRAIN BEDDING DETAIL ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SECTION C C 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA LZPl PUBLIC INDEX MAP WORKS. • TELEPHONE (7141) 694-6411 AT LEAST 24 HOURS IN ADVANCE UNIT TYPE 4B REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR INDICATES ELEVATION SCALE : 1 " = 200 ' EACH LOT. 5 ' MIN. P/L VgVEEP WITH V ROLWO GVATe OW 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5 ' IN VERTICAL HE i GHT AND FILL INDICATES AMOUNT OF XO 3 ' MIN. 1 ' V EQUA!_ ItJ ;Zr AFZeAS SLOPES EQUAL TO OR GREATER THAN 3 ' 1N VERTICAL HEIGHT SHALL BE EXTRA DEPTH FOOTING MUDSILLMIN. " PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 6 MIN. TaP C 'TE CT G. EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO THIS LOT REQUIRES A BACKWATER VALVE ELEV. MFM PLAN VA MIPI THE APPROVAL OF FINAL INSPECTION. PER SECT. 409 OF U.P.C. PER APPROVED — =. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. WATER AND SEWER PLANS. _ 2% MIN. 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT �oR ADDITIOhJAL LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET. Z 21% MAX. 2: 1 MAX. < -0uTLLwT Use '6" 14. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT -j SECTION D D hs RaaQuIR.wo CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS CL (2)—AREA DRAIN DETAIL. ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL co CONSTHUCTI0N NOTES b QUANTITY ESTIMATE BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE Z IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE d NO. ITEM QUANTITY UNIT GIVEN. D: A CONSTRUCT 0.25' A.C. OVER COMPACTED NATIVE MATERIAL 3905 S.F. 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER w BENCH MARK B CONSTRUCT CONCRETE DRIVEWAY APPROACH PER CITY 154 S.F. 15 ' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLAN- cn TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS — COUNTY OF RIVERSIDE B.M. N0. T-29-81 --- STD. 207 Ws24' Xs 2' SHALL BE PLANTED AT 10 ' ON CENTERS, TREES, 20 ' ON CENTER, COMB I NA- V cc 1 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. C CONSTRUCT 6" A.C. DIKE PER CITY OF TEMECULA STD. NO.21 261 L.F. TIONS, 15 ' ON CENTERS. SLOPES OVER 4 ' IN VERTICAL HEIGHT SHALL HAVE AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER EL TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD,I N THE N.W. D INSTALL 3" P.V.C. AREA DRAIN SYSTEM 203 L.F U.P.C. CHAPTER 10.R. uj CORNER OF THE I NTERSECT I ON I ' E. OF A T' CHA I NL I W FENCE, 21 ' 16' M` ALL PROM I Y CORRM WML BE CLEARLY DE1L11N JMW N TME MD PRIOR TO ~ I A�Nb �( Dt� t= »asT v>~IG- rdAt_Iw1^-r OF ANY CONSTRUCTION/oRADING. AROUND SO. CALIF. GAS VALVES, 40 N. OF P.P. (NO.R) 94 N. OF THE CENTERLINE 17. APPROVAL OF THESE PLANS BY THE CITY 0!E rm Asem om NOT RELIEVE THE A}PLICANT AND M OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET I ' W. OF MONUMENT. E CONST. AREA DRAINS PER DETAIL 2 TN1S SHEET 5 EA. ENGMIEER FROM IM RESPONSORM FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED J ADJ. DATE: 9-13-82 ELEV. 1128.410 1iCL Moe y DISPost✓ EXIST. ^.C.. _ OLAtlN6 UPON REOUES'T. TIDE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY � I F3905 S. SUBMRTED TO THE CRY ENGINEER FOR REVIEW AND APPROVAL. 0 �e� �� f�TPR.�T LOTS G6 91 APPROVED B Y BASIS OF BEARINGS OWNER/DEVELOPER "17 W 0>�v�o MOML, etay. o SHEET _ Robert Bean, Willtiam Frost & Associates � *x *-xuC-Tl� Kb'rq*o- F CITY - - OF TEMECULA THE BEAR I NGS SHOWN HEREON ARE BASED ON A PORTION OF THE MESA HOMES L A. r} -4r'+ lmww CENTERLINE OF BUTTERF IELD STAGE ROAD AS SHOWN ON PARCEL 29765 SINGLE OAK DR. SUITE 100 PROFESSIONAL ENGINEERS, PLANNERS 8 SURVEYORS � � cl TRACT NO . 24134- 1 1 TEMECULA, CALIFORNIA 92590 =a*w sic osc �+��• wi so. ca��. cs,ira��� vzsso v N MAP No. 23432 FILED IN BOOK 159, PAGES 38 THROUGH 61 of � _ � DUGtAS M. STEWART R.C.E. 37254 0 D E L SITE PARCEL AAPS IN THE OFFICE OF THE COUNTY RECORDER OF (T14) 4 r ('1 4) °t°-n4° No. 43090 EPUTY CITY ENGINEER TXP. 6/30/92 • RIVERSIDE COUNTY, CALIFORNIA BEING N 04. 25 '05" W PREPA EXP.3-31-90 c I TY of TEMECULA PRECISE GRADING P L ANS °F Z z REV I E11E BY: t ��,V CIV 1�- �r � !m OPDATE C� E DATE BY DESCRIPTION APP 'D DATE 6z M ICH EL A- LMAN R.C.E. 43 90 \ IALOTS S8 — 72 < R E V I S I O N S DATE: � J. N. 400163 CORTE SIERO CARTE C AB�LL 0 \\'( -C, 1 (0 \ O _ P � \,LOQ G• �tiOO �'• O M O ti N ,T CAMPANAR I 0 `' le �'_ • DRIVEWAY TO 4e-rX11ST. WATe!IZ A LO �h NEW LACATI 6EltV10E TOM 16 - \ y .,• LOCATION ♦ • \ O a 100 \rLO� G �'LO G. 111 �1 �Z G• �� 9 CIO 41 5' Izo�"4v 1 to3. �� G• �' o G 3 z 15 '�• 1 04,& 04.1 F.9. INV ► \�9 G' �D F w 5 w W S dp Q Ih► J. F S 66. 95 ' 1 8. 513 ' 2I.aJ1 W - .0 p5. - W 66ww- . 5 ` . R5. 1205.T F5. ! J 43. 1 S �" - ,.,,, �. � 05.0 f. � � • ' � S 6 .95 t1L o 1205.2 o 3. - F 04 2 1 �► OZ.c. 01.1 < X 23.00 Q . 6' 1206.6 N D FL,GB _ r ♦ l F5- F G \ G 9 034 Ft�bf3 111 N _ / O 66.9 FL.GB - t a,.� ToP 8, 106.3 to o r 5 -- - Fh '� �J�- \ 107.7 .4 t 1 I - "-' N GF 1 204. 4 6F 1 5' b' - 'S' .C, 8 F 0 .0 GF 1206. 5 p5, 120 .♦ �F Izoz,3 fv v 66.95 F LF� ro9 1207 .9 L,G 3. 93 GF OT .T 7 I p 04. 2 E \ i .Z G8 4o I �i \\g1 F.G. - PL. I "Ili -G- F .G.72 - F L- 33 ' 402 @ 0 - 03.to 02.1 G I o w 4 1 ,4.000. Fv . FG 402 I I 22 . A 4 N C o o AFS q I 6 N - o -9 73 • 8 PE 1206.3 _ .1 LO l-O� o * FF I20T.0 \ PE 1204. 2 , t o3.� PIEftOb.G rC fZ0'L.1 - c PE 12-0 • PE 1207.7 6 5 FF 1204.9 f"G fZ04.3 IZOT I '` o d F 1208. � 4 07 .7 t f 06. 3 o F : --J - . . �� ` 3 '� = F •G• 06 F .G. I • oa.�, z.i Zt+_ o -' g' h .7: pE \ .� U4. 4O3.a IZo1.D o F �� �-1 HP FL,HP • . Fes.H.P FL. N.P p� \9 G oC,.O Isoa.ar, `� Ne 59. � �'Q!'- 59. I 61 .52 ' 8. = (zaz. . d e 5g• 18, 'LrO 'L 5g-44 107.00' 636-2T �p . h � Z-.CJ • \ �• C4 i h AMAR I TA 49 WAY so 484 I - A. h i 46 Gurrg PAVING NOTES 1, MINIMUM PARKING LOT GRADE SMALL sE ONE (L01 ) PERCENT. 2. AN APPROVED SOIL STERILIZER SMALL BE USED ON ALL SUBGRADE CON51M UNNOTES CURVE DELTA RADIUS LENGTH TANGEN O SURFACES PRIOR TO PLACEMENT OF PAVING. 51@56'45" 25-00' 13.81 7.08' Aa- CONSTRUCT 0.25' A.C. OVER GOMRACTED RATIVE MATERIAL 3, THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF 2 90.00'00" 5.00' 7.85' 5•W' ® O TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT �-CONSTRUCT CONC. DRIVEWAY APPROACH PER CITY STD. 207 W-24'. X= 2' 121'38'43 3.00' G•31' S• PERMIT FOR ALL WORK WITHIN CITY RIGHT - OF - WAY. 1 51058'45' 49.00' 27.0(0' 13.89' C CONSTRUCT 6' A.C. DIKE PER CITY OF TEMECULA STD. NO. 211 I6oecb& d^ 5-o0' 9.4 2 ' - O 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLIEAMNG OF ' © � THE PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL D INSTALL 3-1. AREA DRAIN SYSTEM 0. EXISTING UTILITIES. THE CITY SHALL BE INFORMED 46 HOURS PRIOR NOTE BEARING P15TAMCE [}� © TO BEGINNING OF CONSTRUCTION AT (714) 694-6411. I N2•cq100, 8."I 8 S, A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 93 E CONST. AREA DRAINS PER DETAIL O2 SHEET 1 2 N Z• '43'6 PERCENT COMPACTION OF BASE PRIOR TO CALL FOR SECOND INSPECTION 32$'59'00` 5 2. 0' 8 ® AND A PLACEMENT OF ASPHALT PAVING. F M O\M ANCIP DISPOSE Fx ie-,ul /►.G. SCALE: I " - 20 ' NCoI*OVOO E 13.010' 3 5NC.I'ol'code 15.00 , ba RIE(40\Ii`• ^&-I fa��SE %IST Ce11.�G- tak4t,�G1..►A,-�. GRAPHIC 6C.ALF G I &(00('QO'E 20.00 3 7 NGI•ol'ab'rE (0.44 ' g a` z8'S9' 7-:5-0101 :n O 4 8 12 120 40 GO 80 ZS•5q 2'7.uD ' Z ® A. ►� lznfir or 0�� Wrmw-f Lim "w APPROVED BY: SHEET 1 L. v. CITY OF TEMECULARobert Beira, William Frost & Associates No PROFESSIONAL ENGINEERS. PLANNERS i SURVEYORS � }� �� � 2 28M 3111 ora 00111V9. su 1 K CALIF M. mccuu►. oRN1 A 929M o � OUQAS Y. STEWART R.C.E. 37254IVY m TRACT N� . 24134- 1 i - ITY PREPA ER of : * f'�.3�-� * I TY I�EPUTY CTEMECULA� EXP. 6/30/92 2 MODEL SITE PLAN REv 1 EwED ear: tD' C1 V 1\- \r DATE: �� Cr CN-\i DATE BY DESCRIPTION APP 'D DATE " - LOTS 68 - 72 M I CHA L A. LMAN R.C.E. 4 40 R E V I S I O N S DATE. li J. N. 4001 E