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HomeMy WebLinkAboutTract Map 29929 Lot 9-16,24,25 Precise Grading GRADING NOTESTrlAct 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Niom 99999 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. i dng 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise Gr a an SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM 15 215 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 6 OTS 9 TO 167 AND 25 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5HIGH.A A C15 LL GR DING SHALL BE DONE UNDER TH SUP RVE E ISION OF A COMPETENT City of Temecul St te a alifornia SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG 2992 -2 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG EDGE OF PAVEMENT EOP TOP OF CUT SLOPES. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE F ONE FOOT. 19 HIGH POINT HP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG 2 O DATED AUGUST 15, 2001 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 21 NOT TO SCALE MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 18 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 29928-3 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING PAD ELEVATION PE 0000.0 22 HIGH POINT DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 17 YSABEL BARNETT A PAD ELEV. -o. ' MIN. REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 �,,\� y, TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ELEMENTARY SCHOOL EACH LOT. WATER SERVICE >\,,:'. 2 3 z z •', are � a!e 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL � 1 SEWER SERVICE �5 ` �,` ,. .�` 1 rJ .',1 s \ SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE1�\,, \ .;,'• ` �'; �' ,; .•�, tp'TIp. gyp'np. FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY ;.2 4 CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. DAVENPORT COURT \ VARIES (DuffB AR (DWT*** B � C RI SC SLOPE ti. \ *** MED 00)) * VARIES 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS Nt `\ 1 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS .�\`` ` `` ?� ` MATERIAL. LOT NUMBER � � �`` ti \�\`. , ` '\� , ,`� ; \�� , PAD PAD FF FF z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN \1`3 ;, ;'1 1 1 109 \ s 2 8 UNIT TYPE/ELEVATION � �\ . �., MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �� :, ,,, ti. ,`.�.,�;; ,,\• ��, ,`�,, ��,� , ,�,,,, \ • d � 1e � 'e PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT \�'�.\�' ..` \` ';*:; � �; � ;�r\\ Nz OF FILL MATERIAL. ` `� `' O INVERT ELEVATION IE 2 7 z z 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF zo z PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES BW 5 6 7 8 o Boz "` Boz, SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 3 49 28 29 30 31 x ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH R W BRISTOL ROAD 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 32 BY THE DIRECTOR OF PUBLIC WORKS. AMOUNT OF EXTRA DEPTH 4 Q 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE FOOTING REQUIRED TYPICAL SIDE YARD DRAINAGE DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO EXTRA DEPTH FOOTING 3 73 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. cc PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 0 4 4 4 5 4 4 4 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 0 8 4 7 74 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) $ 2 Q 4 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT w 4 3 48THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. JO 4 3 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING = 1 � 4 7 IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED ac ,4 THE ELEVA- 2 4 1 4 O 3 9 4 2 MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 29 8 73 41 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL - R DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 100 0 100 200 300 6" MIN. VARIES *** VARIES *** 6" MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 3' MIN. 1 ' 1 ' 3' MIN. PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 6" MIN. MUDSILL MIN. MIN. MUDSILL OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE GRAPHIC SCALE MUDSILL FG FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS IN GARAGE AREAS SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, ff , , ''f�, LOTS INCLUDED GARAGE FLOOR SILL I S 6" M I N EXTRA DEPTH 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT f ~= ABOVE GARAGE FOOTING E IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10•R. CONSTRUCTION NOTES & QUANTITY ESTIMATE FLOOR SLAB =PAD ELEV-FG 12" MIN. WHERE NECESSARY12" MIN. 20. FINISH GRADE» SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT NO. ITEM QUANTITY UNIT GARAGE D2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. n LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 21X MAX. MIN. 21% MAX. � p1 LOT GRADING ( 10 LOTS x 50 C.Y. ) 500 CY N 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. Q2 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 140 LF 42' 47.5' 45.5' SECTION B-B Y 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. O3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 10 EA m 1 /_3 CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 10 EA THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 3 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- (0 ao to A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPONcn - REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED VARIES *** P/L o TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o o 12" MIN. ABOVE PAD ELEV. 3' MIN. 1 ' LO ROUND OFF TOP MUDSILL MIN. 6" MIN. FG TYPICAL FOOTPRINT 5 EXTRA DEPTH SCALE: 1 " = 40 ' QpO �P�PN FOOTING N =PAD ELEV-FG cm co ��A F WHERE NECESSARY 2: 1 MAX. U 12 MIN. 6" MIN. PLANNING ■ DESIGN ■ CONSTRUCTION 2% MIN. SOURCE OF TOPOGRAPHY OWNER Z DEVELOPER SECTION A-A 21% MAX. V) BASIS OF BEARING NOTE FOR REAR YARD P R SECTION C-C W SLOPES GREATER oc PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES THAN 5' IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES i 27555 YNEZ ROAD, SUTE 400 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREETSUITE 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WESTIN 0 IN z TEMECULA, CALIFORNIA 92591-4679 RIVERSIDE, CA. 92501 , FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.RBF.com CORONA, CA 92880-2006 (909) 686-5103 ON A MAP OF TRACT N0. 29286, MB 298/86-89. THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 BOTTOM IS A MINIMUM fi BELOW SWALE FLOWLINE. 0 (SEE SOILS REPORT) LD03-MG`R o z a J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCID BENCH MARK SCALE Q F E S S 10 DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o �� JE/MJB RLS/JE MJB RECOMMENDED BY: DATE: 4iV40j' CITYOF TEMECULA vEP OF PUBLIC WOFM 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� 'N C. 0 CONTRACTOR CONCRETE CURB STAMPED "R I VERS I DE HORIZONTAL ,��� �� y, tea, LANS RE ED UNDER THE SUPERVISION OF LO COUNTY BENCH MARK T-46-81 RESET 1997" .� ACCEPTED BY: DATE: EASTERLY of THE CENTERLINE OF SR-79 AT AS NOTED `� ^ TRACT 29929 PRECISE GRADING INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE ce- DATE: J Z-I /-O� RONALD J. PARKS n OVER SANTA GERTRUDES CREEK; 4.5' J MATTHEW C. H I KS DEPUTY DIRECTOR OF PUBLIC WORKS - PHASE 6 Q DATE COMPLETED CONCRETEYS DEWALKSOUTHERLY SIDE OF THE VERTICAL Jf'l Q�ti `�E R.C.E. NO. 63494 EXP I RES: 9`30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05olrf---"-1a"= LOTS 9 TO 16, 24 AND 25 a ELEVATION = 1097. 163' AS NOTED F C A °'�•rn• SHEET 1 OF 2 i I / rs PE 1122.2 � 20.5 / FG 20 iiiiiiiiiiiiiiiiiiiiiillillillillillillillilI0 20 4060 // PE - 1121.6 13.77 FS ,C 4% GRAPHIC SCALE 2 / ��''' F 18.58 C, TC r02. // 45'02' EX• Z' �� 19.5� /Q 0.07 � 18.33 3 20. 1 2 FG/ TC psym �RA�1 T�OIl�1 Mlles DWAL FL-FP 20.5 - cv 1 /mac 7.5. FG o �e °' 19.8 r. - 'V / . ,? FL-Ff' ,� 20.0 19.3 1 .� Nl _ N _ o � �^ �y � N FL-+P 1 // / •? 1 '� PE = 1120.1 �► / 4.31• 20.0 0 z rn10z ` 1 1 •t F .7 Io \ ' R/W 4" WYE AS REQUIRED / // / 0 20.5 20.0 N 15'79 „ b INSTALL / r C o ® FG - FL OF PIPE 1/2 SIDEWALK c� / / 2 © 19.5 19.5 ABOVE GUTTER 6" REMOVABLE /� ^i 2 R FG FG FLOWL I NE PLUG // 3� `' z ® = 4 INVERT ELEV. A 4 PVC i / M 1 PER PLAN J �x / FF = 1121.3 5 z x I A - - 01 2 4 1117.73 TG 3 17 PE 1120.5 II FF = 1120.8 � I 17 2 1117.23 I1 98.33' ;FG .37J- �,h : �l PE = 1120.0 _ TC 18 2 FL-(� r h 1120. 01 r- B 1117.41 TC SIN ^� / 8 H _ ��, 2 •. -:.�_ • - 20.5 FF = 1120.3 I a 1116.95 IE 19.3 FG •� r 19.3 G �' 6 5' SIPE = 1119.5 r 19.3 I TS 19.3 h `° ��► 6 Ig w ❑ ❑ FG / FL-GBti - o r 60 FH (i 1 19.1 I - ►- ,4 0 D GF s 1119.8 (O I ® FL-W 414 c. 4 FG •. a) GF 11 S p 19.3 EH 10 r� 20.3 5 19.5 INV ELEV PER PLAN / o �h 3 11118.41 T co o FG 3 CURB kGUTTER / 4 � 117 G ❑ � FG " " 4"x4"x4" TEE / / f,58 S ~ -91 t 18.83' '1 19.4 FG ❑ 3x4 REDUCER / 45 o )� BW B � -� 20.95 `•- � 20.0 .17 p o d � � 17.33 � � 3 MIN PVC (SCHEDULE 40) / / I o o C FG �� _ 18.6 w TC 1117.88 TG 00 �,� 5, FF 1120.1 2 ; YSA L �A R N�Nr / 19.0 FS 6 11 e 2 29 OS, � $ In FL-GB 1117.38 IE 3 ��Lry. r 1 7 PE = 1119.3 MIN ELEMENTARY 19.3 X 18.03 _ � 17.93 a� I EMAIMi FS-GB w 4 S - FS N FS _ 4' _ - 17.65 - 57 t FS n SCHOOL w � � � : --� FS- .20 4 32.95 - I -' I T 14, 3 1 S 12+86 35 19.3 / 18 4 18.38 18.1 2z 4 DWY 117.37 °' 19.3 FG FG 30.13' iST / F - 4 w I W=18 S 11.9% LIGHT 1118 15 TCC 2 1117'10 I W 2 3• cn �n 1117 69 IE 17.95 17.63 17.33 (� 16.92 1 7X 18.1 FL-G'8 1 MIN TC 17.79 n TC _ 1 TC IM 17.14 47.93' 18.50 1118.00 TC 2 TC n N ao r TC to rl20.28 - 95.89 w INSTALL POLYETHYLENE / 1117.55 IE r- r I T N I r�.X �° , 18.0 FL--(y'8�n 1.Ox M I N 19.0 PLASTIC JOINT MATERIAL / RIM EWER �w a ST. L �i 3,3 FG I 1 1 2" MIN. COVER "QUICK JOINT" OR EQUAL 23. / y ms's 11 N55`05'30"W 1 17• r 17-29 19.0 FG I / g / '� I 1" AV/AR 0 0.50% Z TC FS 19.0 11 :.r . / I WN _ DA RT LOUR _ r_ / 1 NPO qt 12+53. FG x �t iz 18.51 oG "� 17. TC # h. DWY, 17.21 f 10' as 17. 9 E W 15.9 :' ' ►'- ' 4 r ;� - ';• , / TC " WATER - 1117.33 TC 2 �, u 17. TC 17.79 .-c� av Z 18.8 h r 19.2 g�4 �j,5 r '� 2 17. 3 IE FL o / TS 2 5 �,-� „ _ 17.95 = 2 I 2.0% 9" 6" _ Z c � 6 FH Y TC 2x 4 15' e 2 w 17.2fi K I ® MIN C-41 •cc 2 � w w e 4 TC I- W . �� 2 N � .97 42.07' 2.00 F It o p, 110 /2 \2�/ R // . f •fi3\ 4 - B. 1F- 18.1 fi 15 50 12 S _ _ - - - X66- S O `D 13' - i / 18 w - TC 4 r J 17.90 - 17.82 .74 FS I I FS O TC ' .3 S M � 17 G �i• '� PUE FF = 1119.8 18.19 TG FS FS to FS 1117.67 T o ? "' I ro •� T�23 TG 3 •t Jr. to 3 1117.17 IE N •�� z S 19.0 PE = 1119.0 19.0 6• q2• � 3 17.69 I E / 18, � w 17.73 IE 'n 04� K -t I FG G 35.11 ' 7.51' �'S 3 18'2 £ s 0 A4. _ 03 t, ,�ni so FG•5 1 1" AV/AR w I > D ►) / FG � o � • p?' 2z 7 � 18.22 w � 19.8 I 16.89 � '�.t � - 1.0% M I N - p p ''D�^ 4 a,t FS u, 19.8 FG 6' I TC N I94.84' 2b,,� �- �4 S 40 ,n A 7 FG ( O i 17.9 FL-GB r' S• "� F-'-• - n M o 20.1 OF = 1120.1 19.4 1 n^ ^� ! FG FG 16.84 11117.19 TG 3 /f ^ 120 •1 � 18.46 n 20.1 6.5 8 _ I N F5 4 11116.69 IE ao 6 FG i � o GF - 1119. ® I r I s // 3 ro N ® rn ,8 �0 I PE 1118.7 ^ 20.1 a' $ Q' °O /-2I 1 NTERSECT I ON J I I / ^ c' FFG FG' GF - 1120.4 13 � 1 R -u - // o r © 5 Q r A z Ig I 12+26.61 DAVENPORT CT.= / / •- o © [� o; R - 112+62.00 WORTHINGTON PL. 5' 'f 1120.6 . o; ,� z Z ao I Iary a FF - 1120om) .3 150 I o _ i" ® 0^ $ z >� FF = 1120.6 K PE = 1119.5 I I / ►� PE = 1119.8 6' 28 C o� K} 1R - w EH o / 0.5 I *.,t o I 2 0 � 1 s 1 FG FF = 1121.3 A � N •t 19.8 _ �t z 19.8 r 1 1 g' 18' 1 -41 I n I PE = 1120.5 o FG o . � FG I 6' 04 PE = 1120.3 ? A 19.5 _ z L C14 19.5 I I I LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION 5' FF = 1120.9 19.6 _ FG o FG I ELEVATION ELEVATION VALVE CATEGORY w cv PE - 1120.1 -Fp ••I 9 X LEFT NOT REQUIRED I 1 20. v FL N I .- 0 _ - -�-•� I I m FG 20.3 10.67' h; � o 19.3 I I 10 N/A N/A NOT REQUIRED I g FG o z 20.1 - z •1 0 FL -P I I 11 N/A N/A NOT REQU I RED I 20.3 "` �'3 FG o o 2 FG I 12 N/A N/A NOT REQUIRED I o FL-I-P � - I z - - X RIGHT NOT REQUIRED II o 1 I 13 ��{ 19.9 Lo 19.5 I I o FL-W °fw FL-FP ci 19.8 FG ~' 14 X LEFT NOT REQU I RED I a 67.00 1 N `� FG 30.60' 24.42 15 N/A N/A NOT REQUIRED I Lo 20.1 �O 20.5 20.5 20.3 FG 56.05' 16.45 FG FG FG 75.43' TC 16 X RIGHT NOT REQUIRED I co © 24 X N/A REQUIRED III � 35.34' 25 X N/A NOT REQUIRED III = ® PE = 1116.1 = 1116.9 © PE = 1115.3 5 SLAB PER FOUNDATION PLANS C4 cp PE = 1115.1 N f- U Q CONSTRUCTION NOTES PLANNING ■ DESIGN ■ CONSTRUCTION W c!1 �2 INSTALL 3" P.V.C. SCHED. 40 U Li O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 27555 YNEZ ROAD, SUITE 400 0 TEMECULA, CALIFOF�NA 92591-4679 �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER z 0 CONSULTING 909.676.9W ■ FAX 909.676.7240 www.RBF.com DETAIL ON THIS SHEET LD03-102GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK �p F E S S t p DESIGNED BY DRAWN BY CHECKED BY ! WORKS DRAWING NO. o SCALE Q �'��C. JE/MJB RLS/JE MJB RECOMMENDED BY: DATE. CITY O TEMECULA PUBLIC HORIZONTAL ,1� '` f a, P P AR UNDER THE SUPERVISION OF /L �� a3 z � CONTRACTOR � Lo l ACCEPTED BY: DATE. O AS NOTED a No.63494 DATE: /�'��" RONALD J. PARKS = TRACT 29929 PRECISE GRADINGLo INSPECTOR SEE PAGE 1 Exp. 9/3o/oe DEPUTY DIRECTOR OF PUBLIC WORKS p - PHASE 6 VERTICAL Jt eIYjx- �� ATTHEW C. C S - DATE COMPLETED elf��� 3494 9-30-06 ''r-- Q = - o 1E R R.C.E.C E NO. EXP I RES: R.C.E E. NO. 19744 EXP I RES: 9-3D-05 r LOTS 9 TO 16 & 24 AND 25 a AS NOTED �F C f`� ,� SHEET 2 OF 2 �