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HomeMy WebLinkAboutLot 48-51,100-104 Precise Grading IN THE CITY OF TEMECUL A, CA. GRADING NATES GENERAL. NATES: 1. All grading shah conform to the latest prov►slon of the 1998 Cdifiwnk Bullding Code ql pmdk ECISE GRADING FOR, 1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. Chapter 33, as amended by Ordinance 99-2.. pad and drvin Swale snarl be = 1 X Ornir► shaft 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. 2. Uthimum buMg age *pe age be a minimum of 0.2' deep and be constructed a minimum of 2' from the top of art 23209 TRO VA TO J. ALL FRONT, REAR, AND SIDE YARD DIMENSIONS ARE PEI? PLAN. or fA►l slopes. PHA N0,11111 4. SETBACK IS MEASURED TO THE NEAREST VERTICAL PROJECTION, NOT INCLUDING 3. Maximum cut and AN slope - 2:1. SE 4 L 0 T ARCHITFCURAL PDP-OUT FEATURES 4. Provide 5' wide by 1' high berm or equivvfmt long the tap of 4 N slopes over 5' 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SIT. high. 7t7 RfIER9'2X 5. M grading shalt be done under the of a competent Sams engineer who sha�N 6 LOCATION OF SWALES SHOWN ON PLOT PLANS ARE PER DIMENSIONS ON PLANS certify that all NI has been properly placed and who shall submit a final conlVmtlon I >O C09 0YVA 7 SEE ENGINEER'S PLANS FOR LOCATIONS OF UTILITIES. report for all fA►Is over 1' deep. I o4 6. A registered Chill Engineer shah submit to the City of Temecula's Engineering Department / ,� ( � � OF) I Q` 8 NO DRIVEWAY SHALL EXCEED 14X GRADE, 10774 A VERTICAL 1J CURVE AT THE GARAGE. a written certification of completion of rough grading in accordance with the approved \ grading plan prior to issuance of the building permit. Certification shall be to line, Rillo ood grade, \ �f° Hot 9 EACH LOT TO BE SERVED WITH A 4" SEWER LATERAL AND grade, elevation and location of cut Mslopes ♦ I A 1" WATER SERVICE, UNLESS OTHERWISE NOTED. I CAUE aEWA I \ y 7. PhoW* a brow ditch, designed to hande 100yr Q Storm flows: along tap of cut dopes SI�TF 10 FENCES AND WALLS ARE NOT PART OF THIS PERM/T. I � � � -- ,fir 8L FJhd compaction report wi! be required fear ail INs rooter than one foot 4 ( 11 FRANCHISE UTILITIES I.E. GAS, ELECTRIC, TELEPHONE, SHOW HEREON I © a # ARE SCHEMATIC. SEE FRANCHISE UTILITY PLANS FOR CONSTRUCTION ro 9. AM grading shat# be done In eonthrmance with recommendations of the prieftinay sots "� i err DETAILS investigation by Norl Engineering dated %kne 6, 1997. Two sets I rc ® I Lo of the incl compaction report shat/ be submitted to the Engineering Department whkh � � RpQd 12 FINISHED GRADE WILL PROVIDE A MINIMUM POSITIVE DRAINAGE OF 2� 110 A shall include foundation designrecommendations and certification that radia has been I � �� iC or n SWALE 4' MIN., AWAY FROM BUILDING FOR SIDE YARDS AND 1 D FT. AWAY FROM grading dlif Sco BUILDING FOR THE REAR YARDS. done in conformance with the recommendations of the preliminary soils report - p 1 a The can tractor shah notify the Engineering Department at least 24 hours in advance LEGEND requesting finish lot grade and afainage Inspection. This Inspection must be approved I {� "'< Q prior to building permit lural inspection for each lot ® � � ,IMPRQVEMENT STD. DWG. N0. SYMBOL 0 a SrIBD1W_9AN Wt NDARY. EnglneeringDepartmentPharre: (909) 694-6411 \ � - - - - - - - - - - - - - - - - - - - - - - - - - I I � �' --- STA 7E- ROUT T9 EA,SE71/ETV T L/IVL�. 11. Cut slopes equal to or greater than 5' in vertical height and flM slopes equal to or . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- greater than N' in vertical height shoN be planted with grass or ground cover to protect the slope from erosion and instabilityin accordance with Ordinance No. 457 to the I -� \ ` / � � '' EZE</AnaV - - - - - - - - - - - - - - - - - - - - - - - FF.= 259.1 approval of final Inspection. 17 GARA(E FACE EZEVA TION . . . . . . . . . . . . . . . . . . . . . . . . . . QF.F= 2M4 Milli12. No f#1 shall be placed on existing round untl the round has been dewed of woods, I � � �- - SA NDIEIG Lor NUMBER 124 debris, topsoil, and other deleterious material. I ' DA� WAS' PAD ELEVA PON . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . PAD = 1.1 If steep slaping terralh ocem upon whkh IN Is to be placed, the terra*+ must be C i yrs' I FSI/-W Q?AX . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FG cleared, keyed, and benched into ficin natural sa for full support Preparation shall be I I - -- LOCATION MAP FS F11V/,W %IRFAQE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - approved by a Registered Engineer prior to placement of f#1 material. NO SCALE flow L/n+� . . . 14. During rough 9!'�9' operations and prior to canstrvctlan of permanent d�vihage struchro�, \� _ .■■. I I ® (� TG temporary drainage control should be provided to prevent ponding water and damage to ad�tacernt ' I -- --- TOP OF O?A 7E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . properties. � � PROPOSED SZOP S. . . . . . . . . .2.•1 WESS 07HEMSE WED. - - 15L Dust whorl be controffod by watering or other approved methods I I ® A y y PROPOSED CONN ORs - - - - - - - - - - - - - - - - ' - - - . . . 5a� 18. AM drainage ainage courses on the project site must continue to Amcn tk , especlarly during � I �"' �e�P� PAD ELEV. storm conditions+ Protective measures and temporary drainage provisions must be used to protect SWALE 1% MIN. EXIST. Cr7W70URS_ . . . . . . . . . adjoining properties during grading operations _ _ - - - - - - - - - - - ` 10' MIN. . . 17. Stablllty calculations with a factor of at lease one and flytenths ( 1 . 5) shad► be submitted `� � � � ON GARGE SIDE) 6 � G CURB � GrJT7E7P- - - - - - - - - - - - - - - - - - - - - - - by Soi►s Engineer to the Engineering Department for cut and M/ slopes over 30 in vertical height ` , ADJACENT 5# E717ST. P.C.C. .SJO1EwAL/r. . . . _ 1►� ®, TO STREE f 5 MIN. I& A Registered Civil Engineer shah submit certification of bu#dWg pad elevations Mhem specific ♦ }' ` `, 2 CEBU elevations are required, the elevation with respect to mean sea level shall be given. If an '� a EXIST. PLrDLrS1R/AN RAMP. - - - - - - - - - - - - - - - - - - - elevation with respect to adjacent grrwnd surface is required the octud distance above the (� adjacent ground shall be given. I FRONT EXIST. S70W DRA N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . k SETBACK UNE 19. ER09C W COIVTROr..: M graded alapes snarl be planted with Rosea ke Plant at 12" on centers or -' EXIST. STt�11/ DRAIN another approved n . Slopes over 15' In vertical height in addition to ground cover, � � A'VLET. . . . . . . . . . . . . . . . . 9� � 9� I shill be planted with approved trees, shrubs, or combination thereof. Shrubs shall be planted ` I ,DYRAIIVAGF SWALE. . . . . of 10' on centers; trees, 20' on center, combinations, 15' on centers. Slopes over 4' in vrrticd . . ' . ' ' - - - - - - - - - - - - - �~ height shofl have permanent Irrigation systems with bacl prevention dew*m per U.P.C., l W , Chapter 1 D.r. / NA TER PROPOSED S£MER -TRWOF LA TERAL. . . . . . . . . . . . . . . . . . . . . . �_ 3 ;:r S " N � �� �W� STREET PR+A�.SED wA7FJP SERNGLr'LATERAL_ - - - - . . . - - . . . . - . . . . . . .�.._. .�...�. 20 17nlsh grade sinal# be sloped away frown ail exterior wails at not fess than 1/4 per foot five v � � � 5 Affil. minhmum of 3 feet. EXIST. RRL+H)VRANT. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21. No obstruction of flood plains or natrses d water courshaft VES'be permitted SESLOPE`MER LATERAL GA 7F VAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ � 1111 22. All corners shah be dear✓ dle/Jheated In the AWd to commencement of an ` I IIS P�'tY Y P� Y II 61'/T1ElP1�ZYVALI�ES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - construction/grading. TYPICAL LT DRAINAGE 7lwusr a o A 23. Approval of them plans by the City or ft agents does not r+elleve the W#k- nt and his engineer from the responsibility for the correction of errors or omissions discovered duringconstruction. & SETBACK DIMENSIONS AIR VACUUM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U � the y to an revisions snarl be promptly submitted to the City Engineer for _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � > �� pr pY Y g KEY MAP _ _ INDICATES LOTS RELXJIR/NG. review and approval. FOR TYPICAL GRADING, DRIVEWAYS, AND SEWER BACK FLOW PREVENTER SCALE 1` 100' swALESr SEE DETAILS ON SHEET 2 BETA/MNG WALL - PER SEPARA 7F RL7P #r . . . . . . . . . . . . . . . £7TRADEP7HF00MV6. . . . . . . . . . . . . . . . . . . . . . . . . . . . Q2'DF CONTRACTOR'S NOTE PMI Plea 2 Plan 3 Plant 4 Plant 5 UNAUTHORIZED CHANGES & USES: The engineer preparing California Council STREE`TLIGHT_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . 11i.-Y these plans will not be responsible for, or liable for, unauthorized , changes to or uses of these plans. All changes to the plans must be of C A Engineers 45 40 45 45 45 OPTIONAL DECK. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . in writing and must be approved by the preparer of these plans. & Land St"eyoreFMSWD FLOOR FLOOR Construction contractor that AS �� AS VA �MfS OIN PLAN TYPE 1A C cont o or agrees t a in accordance with generally accepted construction ) ; AS SnriONW joy PLANS) (AS_%M joy PLANS practices, construction contractor will be required to assume sole and complete responsibility for nMS WD FLOOR : cp icy cn jab site conditions during the course of construction of the project, includingCalifornia Council safety of all persons O ELEVAIKJW � cy ELEVATION TYPE and property, that this requirement shall be made to apply continuously and not be limited to Of CH Evgkw 1'al O AS 9OW ON aANs V h N �! O normal working hours, and construction contractor further agrees to defend, indemnify and hold & Land Surweyorg " 1I PVC PIPE w/AREA ORA/N. . . . . . . . . . . . . . . . . . . . . . . . . . city of Temecula harmless from any and all liability, real or alleged, in connection with the N performance of work on this project, excepting liability arising from the sole negligence of city of n lam' 1 ENHANLED REAR EZEVATIA�V. Temecula professional. . . . . . . . . . . . . . . . . . . . . . . . . . >it.5' FF- 0.02x14.5 ER yin 4" [FF= fir= 2% 33=FF=-0.62 FT : DROP FF-(a 02 x 29.5)-433 FF40.A2 x 23 0.33 FF-(O. -5) ENHANLYD S FDF EZEVA 176W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ES n W FF =FF-a w FT =FF a 75 FT � a3-FF-a r8 Fr ' #NAGE� FLOl� FF4a02x95)-a33 FF=•�2 x 5, PERMIT: LD03- 136CR PRI VA TE ENGI NEER.S NOTICE_ TO ,JHE CON TRA C TOR: (o.oz x zo.5}-0. _ o 52 FT • DIG ALERT BENCHMARK =FF o.�4 FT * a33�FF-o. THE EXISTENCE AND LOCA TION OF ANY UNDERGROUND U77LI TIES OR COUNTY OF RIVERSIDE B.M. NO.T-29-81, 1-1/2" BRASS DISC IN CONC. DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF CYLINDER LOCATED FROM THE INTERSECTION OF FRONT ST. AND RANCHO ; AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TO THE CURB LINE PR0JWTLhWG?fti 1-800-422-4133 EXISTING lummES EXCEPT THOSE SHOWN ON THESE PLANS THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD, IN THE TANKS CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO N.W. CORNER OF THE INTERSECTIN 1' E. OFA 7' CHAINLINK FENCE, 21' x 15' * '� FOR '� t F'F�A1 rs: D on R IRAN SID 4 NVCtlES� ALAN ii11C1 PI�01 ElEVA11idV Allo AND/br� NLNII IR OF DROPS FROM FF. PUNK � AL• SLRVW/GN AT LEAST TMDAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES AROUND SO. CALIF. GAS VALVES, 40' N. OF P.P. (NO.1)94' N. OF THE 43460 Ridge Pork Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECT] CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS WITNESS POST SET 1' FOOTPRINT DIMENSIONS 909-695-5596 FAX909--695--5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. W. OF MONUMENT. N.TS. • IIN1MD DERGROtSERVICE ALERT OF SRN CAL.IFORIMA ADJ. DATED 9--13-82 ELEV. 1128.410 CONSTRUCTION RECORD DATE BY REVISIONS ACCI) DATE BENCH MARK Designed B Drawn B Checked By Dir No. i SCALEG CITY OF TEMECULA DEP of PUBLIC WORKS QREssr 9 Y yg. R �o L wy; +� FAIM UM M ES H Recommended By. Date. Contractor Horizontal y� . z PRECISE GRADING PLANS M torr AS SHOWN w N0` �'D14 01 Spec Em.l6.3o.05 F' Accepted By. Dote. • Vertical * Lot 3 MR. RONALD J. PARKS, R.C.E. 7RA CT NO. 23209 DEPUTY DIRECTOR OF PUBLIC WORKS � p ARNOLD L. WHITE, R.C. NO. 57014 ......::.:__ MOVATO NIA C t � �°ll :i9ea:::= I REGISTRATION EXPIRES: R.C.E. No. 19744 Expires: 09-30-05 Sheet 1 of 3 r E ES. Ofi.30.05 PMW 4 - LOT AFO'3 48 TH4L!SI AAD V0 TH4l1 AM W IN THE Cl TY OF TEMECUL A, CA. PRECISE GRADING FOR&O PRMERTY LIVE GARAGE FRONT SMA CK VARIES � n W 10 PARKWAY 2, 2, PHASE 4 L 0 T NO'S 48 THRU 51 , 40,o v �' f' ^`,'' ' F, I ALK Q• 14% MAX \ / TRA C T NO, 23209 TRO VA TO 100, ]I l 'r- - ! 71 i __r.-.._....__._._.,.__ MA DR /SOLAT►ON "NT �' f 1 w•i GRADE (EXPANSION i �, PAD�fill! � / �r I f 1 { oe TYPICAL DRIVEWAY 1 � r ' N.T.S \ / PADP13D9.'3 I iR � . \ I / r 58 1 I 1 i r (3-6) swALE SHALE o 000' �. \ 1 ;� I 1 '............_.,.._.._.-.Y...._.100 .._..__...__._ S'fAM. 50 I 1RIF \10I , / I I 6 .t 1289.8 \ '� �?� �� / I 1 18" AIIN. s IN. FG 47 I I Ir MAX•) A \ PADw1�3 �,� ��` N � s MIN 06' . I TYPICAL SWAL&SLOPE. � � f �0 1289.8 Fc ,�,� y / ' ' / NOTE: ack ` / \ / / 1. PLANT staor nw 3tA� X dP LE= d' 2. 1 Is�Qp�- I �•1 StOLr y PLANT& IRR/GA IF SLOPE 3 OR &WATER �► �G1 %%I l I ! I I I NOTE: PMOR TO INSJAECMV _ \ A \ '\ +Z 7//7/ DENO TFS DROP FRO f]'N/SHED ` ,• :\ ,� / .�G, `9 j 4 •�' �P I�' 189. i -1 1 /_`J L TOOGARAGE FMN/SHED FLOOR \ •� '�• / �? 1 ` w 3 3 I (STANDARD DROP' IS 4 c " I 2 4" NUMBER OF DROPS11VIEPS AND • c •,T HE7GHT OF DROP 126636 TC °a O* �'��y ��1 1? l k N I ' �`fl I V` , .f 12$5.86 �-•/ '��' � � , 'd` s `�/ � � F *60 I lot VARIES fX \ � � s• l 13.1 o -- - 1 �__._ � Ex►sr. 1.oz 1291.4 12 FIN. FLR ELEVA noN r GRADED PAD s 12 '� S / FG I F I ...._._..........__..._.-..._....._._......._............_ .............. �i cn RIN. _ � 1291. � DROP PER PL 6 f '' 8b• 62 / ` .,. 2t'j I G I 1293.1 51 1293.1 ^ ; 4 �.- �_ a - 1 ' h f 1290.9 3AR FG ; 1294.9 FG • 52 .: • r FL =12�1.a7 4# I 1292.62BR r- E i ► J 89 r r �\ cB / 4, PADw1291.2 1 z FL =129, 37 1292.s 1 PAD�129,�8 C PAD=12929 FL S OMPACTED FILLH.P. A = ti f�-t-; ... • :� , �,1Z8 a5.3g : ` \ �'�89 p �. �2�9,� •1 I � � _.. ._.._, __.w .... � � 3 � � � GRADE TO DRAW HW LE 1 5' I -� 0 ! 0 PAD LINE :-:� PAD ELEV. 2910.5 1 �t r FLOW-WE OF 1X SWALE 4' (2)5 i .• � ` r \ � � � � _ ..-.� � � P�1�4 GRADED AT 1� .:.:., ALONG SIDE YARDS 27�F 1 S•T9 e d` '`7/cB / I I 1292.2 fRO�I 80 SETBACK LOCATION OF BUILDING VARIES RIr(/ 1285.7 / 1290.8 1 I 1291.8 I W7H RESPECT TO 80 SETBACK \ Yr_ 8 r ,•-I 1290.4 I FG I FL GB I , _.._. . r. /� k 1 / = 1292.7i�� ��GB1�1.� ,o 1291.9 I f � _._ _ TYPICAL PAD FINISHED GRADING 1285.7* FG 9 FG G g 24 / 1 1290.9 F I s } 28 FL, �. �s2 FG _ GT=1292.13 0. N r.� j - •�r,� i10 1290.5 128335 1 o FG I ".....__................._ ..._.. F+ 1290.1 1288.82 - --.-- - FG I r✓ l - y 1`64-47 1 FG F-�-r-JF 1�7 I ■�'/I 77------�-� ' --- .- j' 5:J \• 4 [� I it i �:, - ; " __ .�. "G� x, r� a 1 •- 23.19 r i ` �Y p� �, . , , 'M � (�:\1_ � ! �• -_ ', 8�� � _,,�,,� . �gh�\, }yp. 86,52 J � r rr • , ! _ _ iA V - _ __.._.,..._.-... J� /�/ � � � rte`✓ / ; 4 A CN C105 _ � " - 8" wA rFR T� r _.�. / y CE IN�cnav 1 30+20.91 CE BU DR.= �.,.....�.: 60 �D D 10+00.00 JULO WAY IIIII r GRAPHICAL SCALE JL PADw 12M2 , PERMIT: LD03- 136GR DIG ALERT R/VA T N !N NOTICE NTA T • NNO ., THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDC& THERE ARE NO PmxBcrDEg&w Tom -8N-422-4133 EXISTING U71LI77ES EXCEPT THOSE SHOWN ON THESE PLANS THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES O �AZ'i'� • • � •S�t� AT LEAST TWO DAYS PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES 909- Ridge Park Drive, Suite 170, Temecula, CA 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07ECTI 909-�B95--5596 FAX 909-695--5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DA TF BY REVISIONS ACCD DAT BENCH MARK SCALE SEAL: a��ss� Designed By Drown By Checked By - �,/,� CITY OF TEMECULA DW9 No. �o � FA VM VM M ES H Recommended By. Date. DEPARTMENT OF PUBLIC WORKS Canct� Horizon tvl �� � PRECISE GRADING PLANS /n�ecr�' AS SHOWN PG - 02 � �.Os.o.�M& 5M4 o Accepted er Date. MAC T NQ. 23249 * �r lh -S MR. RONALD J. PARKS, R.C.E. _ Vertical ,�},� ����� �r ARNOLD L. WHITE, R. .E. N0. 57014 DEPUTY DIRECTOR OF PUBLIC WORKS TAOVA TO N/A REGIS TRA TION EXPIRES: 06.30.05 R.C.E. No. 19 744 Expires: 09-30-05 �..„a PMSE 4 : LOT Mp g 48 l��M f 3 IN THE Cl TY OF TEMECULA, CA. PRECISE GRADING FOR:01 TRA C T NO, 23209 TRO VA TO _ - and ,-• `� • �_• / � f:�._. � 282.1,3 F5 �A. �` �• CK) \ ;,1100, "N I, 1 /00?11 % N1000,>,-1%..N*-% .001 r o \ /001 0000, led" rC 28S AZ r28 73 ` FG I ,r,; ,.. _.• ,5.23 ,'•� � BREAK FG __- G rc ��a 1 .. �.,• 1 N FG =- r � _ - 286 g3• � U � � •,. ... FG loe 3 r i � 20.88 _ 12x9 4 �V r. ,� 1292.1 �Ca �y , N o r I Q0,3 89.4 r f ry/ - N o ER O� FG •9- s1 ry/ FG ` -- 1 12' I SB $9 1 ',, 2-. ;, 1291.8 1 1290.1 1 •1 I 4 Al raT2�, � % .� FG \` / HP ER I FG �� F I 10,61200.2 2 ' 3CR + G I I 1 8'9.2 S� ,� f, •.,r 1289.8 ?�- % 1� ` 1 1292' ` 1 0� FG 1 FL FFAN129Q57 I FL I .':' �r �` ACv .7 r PADw1289.9 I +e _1-•— 1 100 IG 281.5 FG ?A .7 , 4 2(5) I 12 ► ;" ' ry Ok 1 ■129 p FL 4 (� z �'c s .0 1 BR �- 6 _ 1 F 01291• — 1289.0 I Az 1 18 1292 X1292'1 d �;� FL P� ,t 1 I AL/� I I 1 1'? $ 1�Z FG 4 P129 , 1 z 1 + 1 89.1 I 1 FG .'. 1291' FG 0 � 12&�7 , 1 FL _ 6 �' 1 G FL Ge 5; ', — \ 1289.6 1 1 1 1289.6 + a -•'15 ? GB FG 15 1 FG _� ' �'* / g' 1 N 7t x'11 1 289.7 '� V �' _'• 'f ' \C!� 2( ) VC�43290• 286. o � o• rFG I 6 4 54 I 1 f 77 '`L •8 z 1 :1Z�- 5'� I %- FG 1 ,�� - € ,f / 1 - / '�j 129°-1 1 6 1 86.3Cd 3 8 ' ;; �o�?, / , 01�05 1290.9 FG 1288. 1 N l1�'� 'I FG I ' A 6'r j' ;` . ,c-c '° PAD=1AM0 r. 1'4 ��► 1 F�- �129a� 1 a' FG 1,© �� L=60.1 G 4S r �� f. FG 1288.88 �• 1 F ; ,�', H ; FU r s 18x 1289• � h. � �r G WA TER �°tih c�h0 Oh h• O.O h1 ` 1291.6 F 92 X2.6 _.. ti's . --% h �, h Oh' #,, ,?� / , o •-� ti � , 0 10 20 40 60 ' 1 7.7 t� •� ,�, _ +00 6 \ / GRAPHICAL SCALE 291PRIVATECEBU DRIVE N IN R' NOTICE T THE NTA TOR.- ��---�-�r r r ����� ?�S� �' PERMIT*DIG ALERT _ � . L wwwwwnn, ILL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR DIAL TOLL FREE STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO I ..�, � PROJwrDENGN0-422-4133 EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE �•f_ A' I � � TANTS A'\ ; �~ \ CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES Tn ,;� • � '� 1 --�.�, ,y - � AT LEAST THIO DAYS PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES 014 STRUCTURES � '`',, ',, a � •":� ``'` , ,-" � .-, • • i' ��, . ,- \ 43460 Ridge Park Drive, Suite 170, Temecula, 04 92590 BEFORE YOU DIG NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PR07ECTI 909-695-5595 FAX 909-695-5597 OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. tPOERGNOIIND SERVICE ALERT OF SOUTHERN CALIFORNIA CONSTRUCTION RECORD DA 7E BY REVISIONS ACCI) DAT BENCH MARK �': Ess Designed By Drown B Checked B SCALE QRS /ati, y y .5' I)wg. No. Cantrmtor 4p L wy, FA SWIRM ES PH Recommended By. Date.- Q3 CITY QF TEMECULA DEPARMNr of PUBLIC WORKS Horizontal y� ���, Na s�4 PRECISE GRADING BANS M�P�ta' AS SHOWN a .�.�.� Ir Accepted By. Date: 41%5-103 �J t� Vertical d 5 MR. RONALD J. PARKS, R.C.E. TRA C T NO. 23209 Ask d lir crvAL ARNOLD L. WHITE R.C.E. N . 57014 DEPUTY DIRECTOR OF PUBLIC WORKS NIA �� -______-_ T19�OVATO ` REGISTRATION EXPIRES: 06.30.05 R.C.E. No. 19744 Expires.- 09-30-05 'tl :i9ee:_ P .„OWN iPMW 4 = LOT MOS iaa; 1K Of Sheet 3 of 3