Loading...
HomeMy WebLinkAboutTract Map 31053-1 Lot 24-27 Precise Grading GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE 16 ,� tibr STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. Tract No . 31053 1 AE3EERDIEEEN 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A recise MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL r a n SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. Models Lots 7 15 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED .SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREASa i orni a TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. a ate of InCity7 St of 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL Sw ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY LEGEND I 101I III THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 0000.00 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TOP OF CUR TC 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S LINE I ' � PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FLOW L _ GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, HIGH POINT HP �,. GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. off\ ACT 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG 0 N E FOOT. ���. o / -' 1►0 (� - �1 FINISHED SURFACE FS \# \ 'VICINITY MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/25/04. TOP OF GRATE TG ,� �''�' r.'' ,r--- �` NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ` 24 ` PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF FOOTING TF RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF WALL TW _ ,�,� NG s ` 11 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 I I� 1 `� Za ��'tk\ \ 30fi6 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. TOP OF SLOPE TS �' _ ¢ ev22 , (P. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ��� °y HIGH POINT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411. GARAGE FLOOR GF 0000.0 21 o ` ' � A PAD ELEV. -0. MIN. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 20 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY '� 27 \ " DURING THE GRADING PHASE. FINISHED FLOOR FF 0000.0 ,,�����' }` 6 MIN. aK z rK z BUT NOT BE LIMITED TO INSTALLING =2 MUDSILL � M � � 11. POST-GRADING ACTIVITIES SHALL INCLUDE, B \ IN GARAGE AREAS WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF WATER SERVICE " IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. GARAGE FLOOR ABOVE GE SILL IS 6 MIN **** to' ** SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SEWER SERVICE --�5 I as '• FLOOR SLAB WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. +�` VARIES $ VARI S ## B C Rt C `` vim 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DRIVEWAY �f7 GARAGE DETAIL III * VARIES BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF 31as PAD PAD STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE _ MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. w FF FF z CIVIL ENGINEER SOIL ENGINEER OR ENGINEERING GEOLOGIST SHALL \� `` ` - ~ 27 A REGISTERED � APPROVE PLACEMENT OF FILL. LOT NUMBER - 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 1780 ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING UNIT TYPE/ELEVATION PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING AR t+t �` �'� B �`` ~y �` 12" MIN. ABOVE PAD ELEV. ? AND DOWNSTREAM \ ► __ - ! 4! �' • ' _ o �ov 005oGRADING OPERATIONS. INVERT ELEVATION IE ��► ROUND OFF TOP10x T APPROVED BY THE CITY ENGINEER. \ 14. DUST SHALL BE CONTROLLED BY METHODS � P/L BACKWATER VALVES 0g) 7 5' R 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS B (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH 90 CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED 'r s -/ TYPICAL SIDE YARD DRAINAGE SLOPES OVER 30 IN VERTICAL HEIGHT. TRACT 29539-2 \ 4 � � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION EXTRA DEPTH FOOTING \ s �` OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO , r� TRACTA-AENTRACES MAY BE SETBACK A MIN OF 7 . ( ) -o.x .;� SECTION ) ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT \ BOUNDARY FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE GROUND SHALL BE GIVEN. DROP GARAGE �_ CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS \ _ TRACT 29639-2 THAN 5' IN VERTICAL HEIGHT TO THE HOUSE. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SCALE: 1 100' ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. " = 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING COMMENCEMENT OF ANY CONSTRUCTION/GRADING. I LOTS INCLUDED PER SECTION B-B DETAIL OR SECTION C-C DETAIL. R 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A VARIES *** VARIES *** 6" MIN. VARIES *** PUBLIC RIGHT-OF--WAY. CONSTRUCTION NOTES & QUANTITY ESTIMATE 6" MIN. , 3' MIN. 1' o 3 MIN. 1 1 3 MIN. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANTNO, ITEM QUANTITY UNIT MUDSILL MIN. MIN. - / MUDSILL MUDSILL MIN. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 6" MIN. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL (: LOT GRADING (4 LOTS X 50 CY/LOT) 200 CY FGFG FG to °f BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. r. Q INSTALL 3" PVC SCHEDULE 40 - T M DOES NOT IMPLY OR PROVIDE � LF .,- -i I- � EXTRA DEPTH -.,� 22. THE ISSUANCE OF THIS PERMIT BY THE CITY 0F E E CULA FOOTING ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 3 EA 00 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 12" MIN. 12" MIN. =PAD ELEV-FG CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE � INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 3 EA WHERE NECESSARY " 2:1 MAX. o CLEARANCES ROM TESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 41 ' 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. 12" MIN. 6 MIN. Q 01CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 4 EA 4O' 4 20% MAX. MIN. 20� MAX. 2X MIN. ® REMOVE PORTION OF DRIVEWAY STD. OORESSED CURB k GUT. , REPLACE WITH 5 LF _ 20% MAX. E TI NC-CA 6 CURB & GUT. PEC SECTION B B, S C O o :2 GROSS AREA@1PAINT1 EA SEE TYPICAL SIDE YARD DRAINAGE SOLID BLUE HAN I CAP PARKING SYMBOL SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �n DETAIL NOTES n LOTS 24-27 0.523 ACRES 11 PAINT 4" SOLID BLUE HAND I AP STRIPE A 2' O.C. 160 SF cc o o i cD U, 12 PAINT 4" SOLID WHITE PARKING LANE 100 LF J BACK OF o @,CONSTRUCT 3" A.C. OVER NATIVE SOIL OR AS REQ'D BY SOILS ENGINEER 3,400 EA PORCH AREA SIDEWALK O i 81CONSTRUCT 4" CONCRETE SIDEWALK PER C.O.T. STD. 401 (2X MAX CROSS-SLOPE) 178 SF FS PER Z PLAN Q 15 INSTALL WHEEL STOPS (TYP. ) 7 EA 2.02 AMAX VARIES i " " ACCESS AISLE TYPICAL_ FOOTPRINT o.5z MIN LO 16 PAINT WHITE 12 HIGH LETTERS STATING NO PARKING IN CCES 1 0 ADJACENT TO DISABLED ACCESS PARKING VISIBLE TO PARKING OFFICIALS 1 EA SCALE: 1" = 40' FS PER PLAN w PER PLANt I 5 LD05-117GR mUNDERGROUND SERVICE OURCE OF TOPOGRAPHY OWNE DEVELOPER °� MAX 0 NUMBER OF STEPS 0.5%MIN BUILDING AND SAFETY ALERT rLANNIN■ ■ oEa�nM ■ caN■TRucT�oN MERITAGE HOMES BASIS OF BEA RING NOTE PER PLAN ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. Z 0 647 N. MAIN STREET, SUITE 1A 19600 FAIRCHILD ROAD, SUITE 100 REVIEWED FOR COMPLIANCE WITHIr CALL TOLL FREE R I VERS I DE, CA. 92501 THE BEAR I NGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST STEP DETAIL TITLE 24 DISABLED ACCESSIBILITY ONLY �. 1-800-422-4133 ■ ■ ■ X10 COUNTY�°�'s� IRVINE, CA 92615-2510 TEMIIII,CALFORM 92MI-4679 (909) 686-5103 (949)250-6600 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN C©N S U LTI N G O.MOM■ FAX 9M.676.7240 - www.RBF.cm DATE OF PHOTOGRAPHY 8/5/98 ON A MAP OF TRACT NO. 29286, MB 298/86-89. APPROVED BY- z C o NME DATE z TWO WORKING DAYS BEFORE YOU DIG a J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY - DRAWING NO. f SCALE Q�QFESSrp��! T AMC JDT RECOMMENDED BY: DATE: 4.5" CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2* DIAMETER ALUMINUM DISK, FLUSH IN ��O �, TA �, JD n CONTRACTOR 0 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`'� �, Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997~ ,`� V, ACCEPTED BY: DATE: 1 oS r PRECISE GRADING PLAN o THIEEASTERLY OF THE souTHIEASTERLYENTERLINE CORNER OF BRIDGE AT AS NOTED � No.e0132 � - Date: g Z�' �S RONALD J. PARKS TRACT 31053-1, ABERDEEN AT H A R VE S T O N �, INSPECTOR /30/06 DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK; 4.5' N D. TANNER I I I NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jr C 1 V �, �� __ MODELS: LOTS 2 4-2 7 Q DATE COMPLETED CONCRETE SIDEWALK. �lE` E��� R.C.E. No. 60132 Expires r es 06-30-06 R.C.E. No. 19744 Expires 09-30-05 f1 �gsa= 0 ELEVATION - 1097.163 N/A 4F C 1►�1p PA45_0 203 SHEET 1 OF 50 J 1 CONSTRUCTION NOTES Q2 INSTALL 3" PVC SCHEDULE 40 �� Q4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 01, 01, ( INSTALL 6" GRATE PER IDS NO. 40 OR EQUIVALENT 10 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 11 PAINT 4" SOLID BLUE HANDICAP STRIPE ® 2' O.C. r 19 12 PAINT 4" SOLID WHITE PARKING LANE - 13 CONSTRUCT 3" A.C. OVER NATIVE SOIL OR AS REQ'D BY SOILS ENGINEER _ MFH, a 14 CONSTRUCT 4" CONCRETE SIDEWALK PER C.O.T. STD. 401 (2X MAX CROSS-SLOPE) _ 15 INSTALL WHEEL STOPS (TYP. ) �r09�� L1� 16 PAINT WHITE 12" HIGH LETTERS STATING "NO PARKING" IN ACCESS A I SLE ADJACENT TO p,G1 '� -, l DISABLED ACCESS PARKING VISIBLE TO PARKING OFFICIALS 7, rc 1� R FIRE DEPARTMENT NOTES d �. �s P►� \ @ PROVIDE 36" CLEARANCE AROUND FIRE HYDRANT. FUTURE FENCE AROUND MODEL 0 01"91 COMPLEX SALES OFFICE SHALL NOT OBSTRUCT FIRE HYDRANT T. Fs FS / ~ 01 01• A p1. '-' 2 01 FS 21 MIN. ONE (1) 21 10 BC FIRE EXT I NGU I SGER TO BE INSIDE SALES OFFICE 00• OD 14 . � FG 501. \ 22 DOOR HARDWARE IS PER SEPARATE EXHIBIT F F R F,�g 75 � 3 WATER AND ALL WEATHER ACCESS ROAD SHALL BE IN PLACE PRIOR TO COMBUSTIBLES ON SITE. THE ROAD WILL SUPPORT 80,000 LBS AND SHALL BE ASPHALT OR CONCRETE �• 1.0 .oi \ F 11 rn °•� :01• �.. . -� 01.3 12 O aA G 01• _ F,.... S1 LF - � �p • 4 s-da o3 1 rc \ IQT SEE SHEET 3 FOR 5 e 1 4 33 N. HARDSCAPE 3 F Fs HORIZONTAL CONTROL DATA 0 .7 � 2. 96 .OX 51 - \ t� p v' 01 1.33 FS 4 73 .07 FS FS CL LANDSCA,Te, �• 1`�p' FS 0 44 I 1. t�' pp•16 a,; T N• ARCH I TE� c, ,� 0i0- 2 �.fix, R� ' 6 PLANS (TYP. \ ,� 8 PE ■ ?M$ 1• 1,3b \ \ FS 0 0.33 FF=1102.4 01• INSTALL S 5 50 39 PE 1101.s 01. MIN ' ', � 14 MI FL OF PIPE 1/2" REMOVABLE 1fi1. \ 'VARIES 01• 1- C- \ 6» SIDEWALK PUE PLUG WHERE 1 v 1 1 c� .+--.- FS �� GUTTER INDICATED 2 = \ 4.2% MAX• .41 FS 4 .6 � \ FLOWL I rE ON PLANS 00.04 TC T6 1,0% MIM• \ 01 45 FS it 00• FG A 1 1 2» M I N. COVER 1 0 y0 YE INVERT ELEV. PER PLAN � / 4 .3 5 K 99.58 IE 9980 I 1 1� J dA• o _ _ _ 01. - •a, �- d' . • f L M _ .`- r,... _ �._► tet .._ .lig i�is� -- i_ � - r .� -` •� r-ff _{ FG i* �g 01. •� 01.3 '-" 'w- ; .:-:'s#'- ;r ,r; .,i ' �A - ;.• ..•. FS �. • 'G _" 01 FS .:,,�;.-:;_"-,;�= t:-r•.-• - �;,- 4 PVC WHERE 33 INDICATED » w z 01. Sip � TC ON PLANS �1' $ FS E T10N CL LANDSCA, 0.16 '07 T N r' ARCH I TEC INV ELEV PER PLAN A A N ���� r FS - _�._x 0 0.33 FF=1102.4 0 •6 PLANS (TIP. CURB k OUTTEFt » W , S PE=1101.6 FG 3"x4" REDUCER 4x4 x4 TEE MIN \ 3» MIN PVC (SCHEDILE 40) L) z . z• 1. I 1 _� \ 13 • 2.0% UNLESS NOTED ON PLANS 00-04 4 00 99.58 TC 00.3?IC(D 1.06 MIK. Tc I gg.8 _ *'00't 1 23 !OG.91 = 110 . f� ' TC 00 �'fi PE 2 2 4 05 TC 0 27 .87 IE 5 n \ FS z 459 IE 01. b 1 D� .32 0 . FS ��. \ PRIVATE DRAIN THROUGH CURB DETALIworc � ,� � 1 � `� rc LOT, 39 • So \ Fs 3 0 0 4� 02.2 ^ 1 S \ 20 0 20 40 60 10p Ic BR 4 ca LANDSCAPE \ 4 r- ARCHITECT .J �,� a �� FF=1102.6 PLANS (TYP. GRAPHIC SCALE ) \ TC 7 ? �' � PE=1101.8 LOT 25 ULTIMATE DESIGN Q ��, �' • s r�:: •tet \ fF� j.° 4' t 8 k ' At N-1 dD 0 o ; N 1 N Q s �, /r N J \ e AL O C 0 ' FG FF=1102.6 • PE=1102.0 �4;,t 101 28 � f_ PE 1102.3 - sir. _.....! ' i ,. 100, 34 20 0 20 40 60 �•.- � PE = 1099.0 A a GRAPHIC SCALE LD05-117GR UNDERGROUND SERVICE 100, ALERT PILANNIN• ■ 098181d ■ eoNnMUffnON BU1LDING AND SAFETY z REVIEWED FOR COMPLIANCE WITH S CALL TOLL FREE p aawff cmrER o m m TITLE 24 D I SABLE ACCESSIBILITY ONLY 1-800-422-4133 ■ ■ ■ , ►,�A m�4M CONSULTING 9DL6N AM■ FAX 9%6n m w .RW cm APPROVED BY: 5 TWO WORKING DAYS BEFORE YOU DIG HAwE SATE $ J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALEWESSm� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o » JDT AMC JDT RECOMMENDED BY: DATE: �` G T Y O F T E M E C U L A CONTRACTORDEPARTMENT OF PUBLIC WORKS 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN � v CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�►�� �� ��, Plans Prepared Under The Supervision Of ---..-_- COUNTY BENCH MARK T-46-81 RESET 1997' � r:, ACCEPTED BY: DATE: T oS PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w I�.e01�Z T_ INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE 04 BV. e�/06 - Date: O RONALD J. PARKS TRACT 310 53-1, ABERDEEN A T H A R VE S T O N OVER SANTA GERTRUDES CREEK; 4.5' 9 ON D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS M O DE(..S: LOT 2 4-2 7 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL r el V It -____ DATE COMPLETED CONCRETE SIDEWALK. !jF ���� R.C.E. No. 60132 Expires -�-� R.C.E. No. 19744 Ex Expires e s 09-30-05 S W A L E DESIGN S I G N fr` _.1�9Q-. ELEVATION = 1097.163 N/A 0f C A�� P SHEET 2 OF 3 CONSTRUCTION NOTES Q7 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 w REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED CURB, Co REPLACE WITH A-6 CURB & GUTTER PER C.O.T. STD. NO. 200 � NOTE N SEE SHEET 2 FOR SWALE DESIGN o_ rn 19 ~� a DATA TABLE 0. W NO. BRNG/DELTA RADIUS LENGTH 1 N12 34 37 w -- 5.00 r 2 N12034137"w — 16.37' 3 90'00'00" 4.00 6.28' 4 N12'34'37"w -- 20.00' 5 N77'25'23"E -- 13.00' Cr. 6 N77'25'23"E N 53.00' 7 N77'25'23"E 77.83' CP 6?. a N 12'34'37"IN -- 15.83' �r 9 78019'24" 5.00' 6.84' �� �• \ 10 N65'44'470E -- 3.79' b • 01 Z . cl 24 14 3N PE - 1101.3 \ a , 5 � • •�• � � 61.5 '6 � c0 ' 4' 0' 8 FF=1102.4 1 PE=1101.6 \ 23 CN PE - 1102.2 87.02' 1 10- . N ' t 4 rr •C \ 0 Sd 16't \ j Q \ .� E:F=1102.6 \ >>.Q* PE=1101.8 19 N An "sem_ LOT/ 3 9 OD ro 0 - ® O U C) t A7 4 O FF=1102.6 11 _ 20 0 20 40 60 n loo t •fir. PE=1102.0 o .011i GRAPHIC SCALE 28 loe PE = 1102.3 � 34 M PE - 1099.0Ole 0-1 t .01 r� o UERGROl1ND SERVICE 100, LD05mll7GR ir NDa ALERT �I►WWIM• ■ 09016« ■ CON0MMUC CN � QUILDiNG AND SAFETY v CALL TOLL FREE REVIEWED FOR COMPLIANCE WITH 1-800-422-4133 ■ ■ ■ cow"amm mm,°"r'E'°�° �'c�A�_� TITLE 24 DISABLED ACCESSIBILITY ONLY CONSULTING IRTMWO■ FAx 9.e.724O ■ www.MF.can APPROVED BY: Two WORKING DAYS BEFORE YOU DIG NAME DATE $ CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY DRANG NO. scALE ��,pFESS1o��! MA JDT AMC JDT RECOMMENDED BY: DATE: as T Y F TEMECULA DEPARTMENT OF PUBLIC WORKS g 3 1/2 DIAMETER ALUMINUM DISK FLUSH IN �o TAAU�._ v CONTRACTOR CONCRETE CURB STAMPED "R I VERS I DE HORIZONTAL �� �f Plans Pre ar ed Under The Supervision v i s i on Of r' COUNTY BENCH MARK T-46-81 RESET 1997- .y rte, P P ACCEPTED BY: DATE: 8 Z v s PRECISE GRADING PLAN t EASTERLY OF THE CENTERLINE OF SR-79 AT co r" INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED a ,801 -Ift - _ Date: a Z e RONALD J. PARKS TRACT 310 53-1, ABERDEEN A T H A R VE S T O N kn OVER SANTA GERTRUDES CREEK: 4.5' iK � DEPUTY DIRECTOR OF PURL I C WORKS i NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL .rl, C ` �� HN D. TANNER III w24-27 ��� � _ - MODELS: LOT DATE COMPLETED CONCRETE SIDEWALK. � '�lF p� �_�_� �,�-_-:-:�-----�-�=� ELEVATION = 1097.163' N/A OF ��1� R.C.E. No. 60132 Expires R.C.E. No. 19744 Expires 09-30-05 r�1°�;e HORIZONTAL CONTROL DATA T a / CSHEE 3 OF 3