Loading...
HomeMy WebLinkAboutTract Map 29929-1 Lot 7-11,37-52,64-67 Precise Grading GRADING NOTES Tract No 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING 0 29929 1 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTEDrecise A MINIMUM ra an OF 2 FROM THE TOP OF CUT OR FILL SLOPES. 15 215 3. + �r MAXIMUM CUT OR FILL SLOPES = 2: 1 . - �4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL HAS 0 S 7117 375 AND 66 FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City te of li ami a SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 7 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 L E G E N D ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG GE OF PAVEMENT EOP TOP OF CUT SLOPES. ED v 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE o ' FL n vo ONE FOOT. HIGH POINT HP �► ::.; 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF tib 15 R a THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG DATED AUGUST 15, 2001 . V 11.5' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM-- 'f%`,% 100 VICINITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. z MS VARIES R SAN PAD ELEVATION PE 0000.0 %' j%r % #IN PEi� 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING �O S 00 0000 - 0 0000 00 R DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE PROPERTY L INE �► REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR C / SEE TRACT 29929-1 REVISED ROUGH - z EACH LOT. WATER SERV I CE -�W :''r �'f GRADING PLAN FOR ALLEYWAY SECTION CC S of AVEMENT N N f' AND CONSTRUCTION MATERIALS EASEMENT 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SEWER SERVICE �' � '; Z1 I III � r� r�? SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL ACCESS fP GARAGE A i .1s' s'ALLEY BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE S 'y° I I N GARAGE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY S o LOTS 44-47 �C CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION, � � O'r N.T.S. Gam, IES, AND 12. IN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE is LOCATION PER PLAN 11 PAD B B PAD z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS O \4) FF - - FF MATERIAL. LOT NUMBER Li 1 y� S ,.� L� 3. s' 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN Q8 R FG PER PLAN -p MI ► -w MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION 1 �� tS 0�0 PER BLAH AN @p j 6" MIN. PATIO Oz PATIO oz PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT or V? � MUDSILL RETAINING WALL . z � z � OF FILL MATERIAL. Q IN GARAGE AREAS z INVERT ELEVATION IE 4y lip, �� HE I GHTEND STEM WALL SILL I S 6" M I N PER SEPARATE PLAN 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF j �O HEIGHT PER PLAN ABOVE FINISHED R/W SIDEWALK 14. PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVESBW �� GARAGE F GROUND c'�--- PARKWAY SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO culla CORED CURB UNLESS f '' = :.= OTHERWISE NOTED f' ADJACENT PROPERTIES. PER PLAN ENHANCED ELEVATION TYPE- EH ,,� v 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED s BY THE DIRECTOR OF PUBLIC WORKS. EXTRA DEEPENED FOOTINGS- G A RAGE DETAIL TYPICAL LOT DRAINAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE AMOUNT OF DEEPENED FOOTING Q r, ;' N.T.S. N.T.S. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �" J�" CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. f'f�'r MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �/!� , � �j PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 17• STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) �F,� ,� �► SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. r Ro S R 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING f� j j 12' 3' UTILITY EASEMENT R/w PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- j ACCESS ESMT. 1 .0% 3' 5 TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 10t MIN• S/W DARKWAY TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL �� DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. v? vP �G TOP OF WALL Q Q�,P� 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE �¢ PER PLAN � � PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 100 0 100 200 300 I.0% Q 1 .OX 1.p% �C, 1 ,OX 1.p% OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 00000000 ° MIN MIN. MIN MIN. ��MIN k PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 4" PVC Qv P P CPN SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, GRAPHIC SCALE FOR ALLEY CONSTRUCTION SLOPE PER PLAN �- P PES E 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT o SEE ACCESS ALLEY DETAIL Q�v ���� FS 2.0 MIN. -�G P�p,N � IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER Ft 10.R. 'j; LOTS I NCLUDED Q ••. - ZE - PE o CONSTRUCTION NOTES & QUANTITY ESTIMATE - Q�p� P� 0.5% MIN o 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT N0. ITEM QUANTITY UNIT ti� �, Q� Q' m LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Qar PFR �Q- ti �� ���Q� N ) GF PLANQ Q�, 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. p1 LOT GRADING (25 LOTS x 50 C.Y. 1250 CY N 00 Y Q2 INSTALL 4" P.V.C. SCHED. 40 PER PLAN 5,566 LF N Flo- A 0 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR FG- N PAD ELEV. � SECTION A-A m TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q3 INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT 165 EA PAD ELEV. � F6i�i 24' Q w m PAD ELEV3 MIN t' 0 N.T.S. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. 303 30 EA 10' ' ' 3:THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 10 2 PAD ELEV. R 0 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5 INSTALL 6" P.V.C. SCHED. 40 PER PLAN 128 LF � L� " 3. 16' MIN. 3. 16' MIN " 0 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 1 6 MIN. fi MIN. 0 TO THE CITY ENG N B - FG= IL ENGINEER FOR REVIEW AND APPROVAL. fi CONSTRUCT AREA DRAIN PER LANDSCAPE ARCHITECT'S PLAN 9 EA C� 2. 16 MIN 1 1 2. 1fi MIN Q ", PAD ELEV. 3 P� MUDS I LL * * MUDS I LL CIES VARIES < Q 1'• MIN 1RVA .5% N "1.p� !<,Q' 1 .0% � �' �� FG `y Q AFG '" w 0100 0000 0 - 0 00 0000 °°,o�� MIN MIN. EXTRA DEPTH V. EXTRA DEPTH Q FOOTING FOOTING a 2-3.67 23.6-7-r' 23.67' =PAD ELEV-FG '' ' =PAD ELEV-FG i TYPICAL FOOTPRINT FOR ALLEYWg9929-1 REVISED ROUGH GRADING PLAN WHERE NECESSARY WHERE NECESSARY SECTION AND CONSTRUCTION MATERIALS *** 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.*** SCALE: 1" = 40' 2% MIN. MIN. Q LRMERGFKMD SERVICE ACCESS ALLEY 21% MAX. % M I N. � O ALERT PLANNINM . DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS F BEARING % MAX. bi /"Y.ER O NOTE N.T.S. SECTION B-B a PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES 647 MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST UNLESS OTHERWISE NOTED LL CATOLL FLEE ■ ■ ■ 27�1�RO�'�400 391 NORTH MAIN STREET(STE. 301 ) FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN *** VARIES PER SOILS REPORT z 1-800"`422-4133 � cuLA,CALr-oA 925A1-4679 RIVERSIDE, CA. 92501 CONSULTING 909.676.5042 ■ FAX 909.676.7240 www.RBF.can MB 298/86-89.(909) 686-5103 CORONA, CA. 92880 ON A MAP OF TRACT NO. 29286 CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS Q LD03-221G R o " Q DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS TWO WORKING DAYS BEFORE YOU DIG A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) LM-078GR z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT) BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY // Dom ., NO. o 8/03 RBF 'TEDITED ALLEYWAY SECTION. " ��OFESSI���! MJB MJB/RLS MCH RECOMMENDED BY: DATE: 9! DEp OF PUBM W o 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN .1% CITY OF T Q CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ���' ,`'�` 'w C. 'S'1 �s PLANS PREPARED UNDER THE SUPERVISION OF 0 COUNTY BENCH MARK T-46--81 RESET 1997" , � EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED ACCEPTED BY: DATE: C) TRACT 29929-1 PRECISE GRADING "' INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Pb•63494 � o DATE: _ _ 7 D RONALD J J. PARKS OVER SANTA GERTRUDES CREEK; 4.5' Exp. 9/30/05 DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 2 VERTICAL sf ti MATTHEW C. ICKS -- DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE 1 v I� Q CONCRETE S I DEWALK. lF OF �k\0 R.C.E. NO. 63494 EXP I RES: 9-30-06 R.C.E. NO. 19744 'x;---== ELEVATION = 1097.163' AS NOTED -EXPIRES:RES: 9-30-05 �.„� LOTS 7-11, 37-52 AND 64-67 SHEET OF 5l ^ Soo �• _ hl 8A y RD L-'trgINift 14• w � - 47 z OD C�? (1 BY�xTeC1- rte, See ARS Ir - at- I r 4 e s �. "A rE►� 3 � w 13.05 TC •s S 3 12.59 IE 4" PVC R/W w SARA TE REMOVABLE PLUG FRONT YARD WALL 13 3 . 4 TG S _ 3 13 4 TG 4" WYE 50 It 1p �i� ~ ~ - s 12.65 I 3 ' .a:g TG PER PLAN 68 94 a 3" PVC `� " IE PER PLAN t• � s 11 O LF � � 14.2 14,9 0 0 2 4" PVC B 1C R P\- SLOPE PER PLAN , x x rti PF 1115• - 4.0 r TG PER PLAN ]]1 14. 1 T 1114.5 115. 1 ♦ ", I E PER PLAN S 13• G pE 114, I �t 5 PARKWAY t , , •� 1 'S 4 f 3 3 r 114 7 86 04 92.85 3 PUE 7 3 14. O�9�lk,,FZ13'7 _635rS W3.731 4 1 FF PE 1113.8 E ry ^ 3 3.9 r `� �` 1114.9 _ ]3.2 IE 2. 3 13.8 T 89. 9.F'E 1114. 1 14• �1/y 00 LF 4 0.50X 2 `Y�'`' 2 91.95 !� 2 89. L 3 14 2.0% 00 � .- 00. SOX 1,1-9 TG - 3 14. o MSN' 14.0 1 5 5 14.S 13.7 ^ FP- ok .� R/W o � �i 4" WYE AS REQUIRED SIDEWALK 1115. 139 14. ^ t z FL OF PIPE 1/2n " INSTALL 3 13-4 rG c��'� ABOVE GUTTER 6 REMOVABL fir i GF -* IE FLOWL I NE PLUG .�� 1114.83 13.8 TG 0 3 12.96 TG !~ INVERT ELEV. 4" PVC A 2% 14.0 G` a •3 I E J �_ - �` 1177 14.6 3 1 •6 TG `•..=- .. " 13.1 IE - - �•cp, - 1k in �� - ..- ip _A. ��.y:r�r. ..fes. ?. ��. '. . 11 ^ 14•,3 0.6 3 14.24r �4F. ~� ��� 4"x4"x4" TEE 143 13.7 IE 1114 11 N 13 9� CURB k GUTTER 13 TG _� 4• / ` o� 3"x4" REDUCER 8 If 3 GF s 111 3" MIN PVC (SCHEDULE 40) tip•4 13. 4. .y. 3 13.3 : 1114 o +t IE 13.8 4 ' yl ^ 14.0 LP•9 ---- 13.3 IE 3 ` GF 11140 13.5 13.5 TG 3 13. 1 LP 14.5 3 4 '� 1Z I E 14. 3 13. 1 rG 3 12.9 rG - 13.7 13.� 14.2 0 HP +� �•010 j cV�2 6 INSTALL POLYETHYLENE 11 o O 1 9zLF2 � 3 13.8 TG 2'8 TG 3 14.8 13 3 TG 92.0 86.04 12'86 IE I 13.8 o .� PLASTIC JOINT MATERIAL •p4 x 3 O 1 3 LF 01. LF 2 .� o z QUICK JOINT OR EQUAL 2 92 0 0 .7X 2 � X � 2•pX N1 1 1/2 MIN. COVER O 2L A 0 2 94 j 1 LF~ IN 1.0% O 4 3.6Z nk 13.4 TG14. 120 14.0 1 �e g 3111.5 TG . I ,Y11 �41]1514.4 O1 11 .4 � � 6% 14.g 2 . 4 .6 rG 9" O 1 6i"• tii= zr.* ti . `?: . w• 12.36 IE 3 N� 14.2 FF = 1 1 PE ' 115. 1 2 81.03 1114.3 0 1.9,v `a k 913.8 FF 1114.7 7 12.3 p 3 s o a 04. 1p LF PE -Z 1113.9 13• r .. 1.6% 2 `� 12 o+t o 1102 LF 2 PE 1113.8 N N 12..12 3 S �` 0 9X -� N cn N 3 4 N w 13. S 1 0 �a -4 �Z -\fj 3 - ~ to o. 4 a, w S 3 1 � 13.4 TG � r 3. -4 w 0 11.42 rto 3 A 4 - J .- ice R�Nrn to T 4 RD �TAINIiaG w ���.� q ANpSCq ALL -1 " •��' 0 w Er BY&4RAE r �r F'Lq� 4 ENHANCED REAR ENHANCED SIDE BACKWATER �sEELOT N0. ELEVATION ELEVATION VALVEOF 4 FoR T�I r WALL. 7 N/A N/A NOT REQUIRED wq 8 N/A N/A OT REQUIRED 0 CONSTRUCTION NOTES 9 N/A N/A OT REQUIRED a 10 N A N A OT REQUIRED � � M 1 ire ``J INSTALL 4" P.V.C. SCHED. 40 11 N/A N/A OT REQUIRED c 20 0 20 40 60 -o , _ �3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 64 N/A N/A OT REQUIRED Li CONSTRUCT PRIVATE DRAIN THROUGH CURB PER fi 5 N/A N/A OT REQUIRED GRAPHIC SCALE DETAIL THIS SHEET 66 N/A N/A OT REQUIRED 67 N/A N/A OT REQUIRED N rn rn N H U Q UNDERGROUND SERVICE w U) © ALERT PLANNING ■ DESIGN ■ CONSTRUCTION C) Li CALL TOIL FREE ■ ■ ■ ZMW YNU ROAD,SUM 400 c� 1--800-•-422-4133 TEI-CUL.A,CAUFoFHA 92MF4679 Q C O N S U LT I N C3 909.676.8042 • FAX 909.676.7240 ■ www.R9F.com ca Two WORKING DAYS BEFORE YOU DIG LM-078GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY / DRAWING NO. o QRpEssm4f MJB MJB R RECOMMENDED BY: DATE: �! DEP OF PUBUID WHO a SCALE o / LS MCH CITY OF TEMECULA CONTRACTOR HORIZONTAL ,c�� ,`'� '� C. NS PR PA UNDER THE SUPERVISION OF to ACCEPTED BY: DATE: S a 3 r TRACT 29929-1 PRECISE GRADING 0 INSPECTOR SEE PAGE 1 AS NOTED No 63494 DATE: 'O� RONALD J. PARKS - ExP. 9i30i� PHASE 2 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS - p DATE COMPLETED VERTICAL st'lF C/ Q��ti! LOTS 7-11 AND 64-67 AS NOTED uF C 1►��� R.C.E. NO. 63494 EXP I RES: 9-30-06 -30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 r, 199-- a F-T PRECISE GRADING PLAN SHEET 2 of 5 1 1 / RE AIN NG (MALL PER `-ST. LIGHT to LA DSC,PE ARCHITECTS PLANS 1.70% A BY SEPARATE PERMIT � N SEE SHT 5 FOR TOP OF WALL 10" SEWER STOWE ROA 29 N19'11'24"E 30 / ry 28 � 4 4 c�4 4 v w v W 4 [�4 ~�~' WATER V �' �" •., •.. �, �. ti 8 FH b' 1 4; n ca �v.o �c h' ��`,�k• AV 3 w 3 w 3 w 3 w 3 w 1 IE 3 w w 18.3 31 TG 3 18.5 TG 3 1 3 17.5 TGA 34 TG 3 3 FS 17. 1 . 14.80 14-80 S g S S 15.0 LF B - 3 16.6 TG 18 1 T- ry { �i f` 2 O 1.7% \ / 1 Q 18�rp 17.2 17.1 14.39 I E F ; " •� __ _ B 18.) FP 18.7 TG •� 8•� 18 17.5 �.P FP 16.8 FP _. 6 1 --- 18 TG 1 3 r 6.8 W • IE ' 19.1 TG 18.2 G 91 0 L 2 7.46 I E 18.6 TG 3 16.47 I E 17.8 f.p 0 HWP 9 17.3 TG 17.0 TG 3 2 ;•' '�'l / 19.4 3 17.18 IE 18.2 TG , 3 15.59 IE 15.57 I S is- '- �•. �y,STRIP HP 2 16.9 TG E REFER TO LA A 'y:0 Y� I ® 4 17.1 IE 3 B 3 3 15.1 IE ; .: A 8 FF = 1118.9 o/ ARCHITECT'S, PLAN E : _ r,, 2 73.03 LF A 1 R FF _ 1117.7 / FOR PLAYGROUND A A '11tH f /• '' N1• = 18.9 0 1 .0% 1 PE 1118.1 PE - 1116.9 1 . . � FF 1120.3 • /' �, 1119.5 FP 18 93.08 LF FF = 1118.4 D 16.6 TG C 3 FS FF = 1119.8 18 4 2 0 1.2% = 1117.fi FF = 1118.1 15.46 I 6.6 TG Q / 19.34 .f 4 83.0 L 2 �� PE 1119.0 FF = 1119.4 17.7 TG 17.3 TG 3 PE = 1117.3 3 1 .84 IE ;• 0 PE = 1118.6 3 FS * = �► �A TG 16.70 16.2 I 1).5 2.0% 3 91.06 LF 90.0 LF 3 17.6 TG 1) 2 92.07 LF - 82.03 L 19.34 18.33 0 1.0% 2 2 O 1.0%o% 16 31 31 IE 83.06 LF 2 0 1.5% 8 1.6 2 = 36 19.1 TGE 1116.6 / p FSB \I to 3 73.03 LF 2 Cl 18.1 O 1.1 X 17.1 2 .0 LF 19.34 7.88 I 1 .2X 1 - �� 17.5 2 91 .0 LF HP 1.5% V Ofi 19.5 .1 1 FG 16.9 FS �58 ��t_ �?� FS � 18.6 TG •5 1.2%19.45 f.,• o 91 G06 LF 17.9 I E 3 90.0 LF 2 17.6 FG 3 16.5 TG 16.8 FP FS 19.45 �. 2 19.0 0 1 .0% 1) FG 1j o 16.8 15.29 IE / c ~+. FS 0 1.0% FG ? -� I N l FP s 19.45 1 N 10 }. 9.4 9.4 / 17.7 TG �1 F •.: ; _`; =�,;;� FL-I-P H° �H © 18.1 TFS G 16.92 I E 17.0 TG 8 ;' :.1 `• '�° H 3 18.3 TG / 3 6.1 I E 3 17.2 TG 16.07 I 3 0\ / 1 -1. 19.36 7.8 IE 16.19 IE N o FS FS 19.0 FS _: 16.6 TG 19.11 17.2 TG 3 16.1 I 3 1 / FS FS--GB �t �� �9' ,�ZG 3 '3 �$ .1 18.2 TG 16.7 I FS x co. _- TC �G 1 E I 3 0 17.4 TG � 16.2 TG� 18.73 a ST. 0 01 L 18.8 TG 18.8 TG 3 1 fi 17.7 IE 1 `.p 3 16.9 I E 3 16.9 TG "� r 1 •2 15.7 TG 3 15.7 I E FS 1" I 3 18.3 IE 3 17.7 TG /IN16.4 IE 3 16.2 IE / ST. / FS :,'r. x�.. ,,; VAR 18.54 IE 6 18.3 IE 17.2 IE 16.9 TG .1 / o ,1 ,1 GF=1118.4 .1 16 4 I 3 GF=1117.2 LIGHT /17 95 18.70 .`;,�,: 19 2 8 GF=1119.5 GF=1119.2 GF=1118.6 7.7 T91) rn GF=1117.9 GF=1117 �� WK 1851 rC �C T-T + - it 17.2 I ae co n Ie 4 0 0 , FH l 1 T / 1 8 j t / ti• �6 }� 17 42 I / £ / .� �8 18.87 TC �9' �$ �}G 18.,3,� 1zh 40 / z O -"40' O )F / �� jF S 1 �, f I / 6 20 / _ 'So •,r �, 1- 18.2 TG 3 n I 3 = _ 17.7 IE o; i �P GF=1117.7 GF 1117.4 1 ! / 17.2 TG = 3 > > y / -� C' GF-1118.8- � 17.7 TG 3 3 '1 16.5 TG 17.2-cc:)a 17.2 IE 16.7 IE 3 16. TG •s9 �4, 3 �� '8 W 8.1 18.60 \ 17.4 TG 16.0 IE 16.0 IE 16.3 TG / N / MOWSTR I P-- / t ' �11OC 18.4 3 GF=1118.3 FP 1 fi. TG 3 17.0 3 17.4 IE 3 17.2 TG 3 16.4 IE 16.4 IE _ HP 16 15.8 IE / F ��• .1 16.8 3' // ,• �-/ !� � MOWSTRIP I 17.9 16.7 IE -.1 r FP � ? 17.7 Al �� '' 0 • �� 122 82 LF 80.0 LF 17. 0 2 94.24 LF[-HP CIII64.1 L 01 1 .e% 0 2.0% _._ 17, 1 0 1.O% / l 18.3 17.2 TG N' f-p 16.6 TG ZT O t G -� E7p 021T..1TG ? 16.23 2� 15.72w G17 I O,t 3 17.6 TG I r _ / t �► 1 > >), F 1sr7 � .�3 18.5 16.33 I E 17.4 FP 2 16.8 TG 3 15.4 I E �.t ,�'I 63 FG 98.48 98.55 F 2 �.p 3 15.72 I 71 , 53 89.98 LF 91.95 L \ \- 18.1 TG O 1.4% O 1.4X 0 3 90.18 L 2 � 2 01.0% � = 1116.5 O 1.4% 3 � �' .S3 16.54 IE 17.6 TG 3 17.4 2 0 1-0% aM > >> > > 3 >> �` S \ 89.85 L 6.29 I 17.8 FP 17.2 TG 17.1 �►� •9 �j > > ' S \ 2 FP 3 16.8 TG 16.5 TG 4 17 >>l9 >>�9 '6'�� l 0 2.1% 15.9 I E 3 FP l 1 •2 TC l 's •�s �� t(c. r� tE` S 94.87 L 2 1 15.7 IE 15.52 I 3 16P.8 0 1 .6% 2. 3 16.9 TG • •.q �1 S \ © 17.6 TG F 15.32 IE l l 3 .2 r r f£ ,� ,� , 3 2 / 4 �). 13 rC g �' t �� •9 tG .�b8 9, r> >, ,�3, >> p 3 15.91 I E FF = 1118. 3 R 1 s•6) I £ �8! `:_ 0 •0 �� !j •> •p )' •`� \ 18.1 TG 2 R PE = 1117.5 A B tF w 3 6.27 I \-cj 49 FF = 1118.0 CONSTRUCTION NOTE FF = 1117.7 b FF = 1119.3 E 17.2 G 14 PE = 1117.2 = 1116.9 1 FS PE = 1118.5 IPE = 1118.0 15.fib I 3 2 INSTALL 4" P.V.C. SCHED. 40 ,N `�, 18.4 ��► QE 3 '9 �'� �` h \ \ •� 16.6 TG -t '9� T \ ,�. ,�1• p1 3 p INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 0, l 4 6.91 T - •o .� =r �' �8 �' '� t � ��• �d` 17.9 15.0 IE Lo 16. C l• O 17.4 1 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER r� 16 6 \ S '-:� '? 3 �� � •� � etc O.O �. � � O' • ' �.p 17.9 �` 17.1 16.7 / r 5 o -�9 /ry" \ r 7 B -_ C,Ir. 18.4 3 18.2 TG � DETAIL ON SHEET 2 0 £ \ / __ ss �, �,�p8� •� >> 6 TG HP 15.47 IE ►� S \ / 2 •38.4 L �t�' > > >j>>�p �� rF +� - f S 5 INSTALL 6 P.V.C. SCHED. 40 0 S 17 4. 7 IE \ S 3 � CONSTRUCT AREA DRAIN PER LANDSCAPE ARCHITECT'S PLAN �n !A �� ZG _ 3 3 1 16.6 T 3 W AN ,gyp • MOWSTR I P 65 .3 IE 17,0 3 w Y S �j .� 17 / �6 w 3 w T 3 w o Lu w �� •8 1 15-32 •9 REFER TO LANDSCAPE 1 it icaw cv w 0 ^ " m 16. t 6' �8== •�� be O H° r ARCHITECT'S PLAN �E, 2 16 63 FS 90 -. - ` tF ! 3 640 IG '--17.7 FOR WALKWAY ,y\p� �.c� tib' �► �+ `8 �►s� "•2 ti rr 4� 3 �' 5 �" �' �' r 4 ENHANCED REAR ENHANCED SIDE BACKWATER N 4LOT N0. ELEVATION ELEVATION VALVE �C 1)-0 TG 2� •"'���-=' � �s�rs�c 16.) r � ST. LIGHT / 4 4 7,R4cr 1£ z. •4 LF �:_ _ >> •s� t >> 16.2 j f s � gEw �� 15 E pRY00-AD 0 ARr TR e o' ,Zip rye 't �� oo.o �F 1) v r Rits.s<a R=100a• �- -W-- _ -� --- - - - 37 N/A N/A NOT REQUIRED 0 20 0 20 40 60 q ]"' '3 == F s �' �.5z 2 _ 18. 1 IE s / 15.98 M - �� - -- - -- - 38 N/A N/A NOT REQUIRED �n 1'Rq 992 ___ �� ti':, ; _= ==== 2s. 1 / TC - _ � 39 N/A N/A NOT REQUIRED N C T 2 9- _ __ '±�=- 1) 1 __ 0 1 LF `c � 40 N/A N/A NOT REQUIRED w _ _�� " N ITER cn GRAPHIC SCALE 99 Fs •: := :Fs 1z 2 1s 8z _ -- 29 ! __ _ __ 7£ 41 N/A N/A NOT REQUIRED = F 16.08 r 1118.5 17.s TG 17 1 .) r 2o 11 O 1 B 3 C 4 42 X N/A NOT REQUIRED i 3 16.22 IE 16•�IE B 0 0.SxF 2 FS 1 15.62 r 16 6" FH _ - - - _ 43 X RIGHT NOT REQUIRED N 5 67.7 LF --- - w rC 1 ^,' - � - - - -- -- ~ - 44 X LEFT NOT REQUIRED o REFER TO LAI�SC 0 0.5% ARCHITECT'S PLAN - RETAINING WALL PER 45 X N/A NOT REQUIRED N FOR WALKWAY [�% 1 15•� 4 r - !' J - LANDSCAPE ARCHITECTS PLANS 46 X N/A NOT REQUIRED 0 �� ^ 1" V/ /r AND BY SEPARATE PERMIT 47 X RIGHT REQUIRED < PE 16.34 FG 15. (SEE SHT 5 FOR TOP OF WALL) UNDE D SERVICE 15. OUTLETS f£ �e4 / 48 N/A LEFT NOT REQUIRED uj o ALER.I. PLANNING ■ DE�ION ■ CONSTRUCTION LETS �, p7 // 49 N/A N/A NOT REQUIRED w of 50 N/A N/A NOT REQUIRED CALL TOIL FREE 27566 YWZ ROAD surM 400 / / 51 N/A N/A NOT REQUIRED z 1-800-422-4133 T�cui-A,CALF•OFNA 92W-4679 52 SOUTH S I DE N/A NOT REQU I RED C E3N S L1 LT I N C3 909.676.8042 ■ FAX 909.676.7240 ■ www.RW.cam TWO WORK I NG DAYS BEFORE YOU D I G LC�3-O7SGR z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT) BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o SCALEIOVESSIpl MJB MJB/RLS MCH RECOMMENDED BY: DATE: s CITY QF TEMECULA DEP of PUMM VV�OFWCS i CONTRACTOR HORIZONTAL �4Q �'� '� C. 'yl �'� PLANS PREPAR UNDER THE SUPERVISION OF / ,LO LONACCEPTED BY: DATE: �/S �3 T TRACT 29929-1 PRECISE GRADING 3 o rill AS NOTED a No.63494 '� , ` DATE: " RONALD J. PARKS - o INSPECTOR SEE PAGE 1 ExP. 9/30/06 DEPUTY DIRECTOR OF PUBLIC WORKS _. w PHASE 2 VERTICAL F CI V I� �ti� MATTHEW C. HICKS ----- LOTS 37 TO 52 Q DATE COMPLETED fF OF A�� R.C.E. NO. 63494 9-30-06 'rJ 1�� EXPIRES:RES: R.C.E. NO. 19744 EXP I RES: 9--30--05 a AS NOTED PRECISE GRADING PLAN SHEET 3 of 5 5- � B00T - H A� ��•sem _ y �a 14 - 14.7 n jNt rw 47 YC' t4 BY eCT qPE "£RMI r S£pA_'A 29.97p 14 n 0 ALL N'gLL hi 4. 1 cb 6 v'of T 1114.9 ' ~i to go C AD 111154.5 111 � 1 X115,4 p£ a 1114.3 ori 14 7.w 63 v� 'n PE 1113.8 ^ N n 6.07 g ^ �� ►� rj C(8 v M ^ o �y0 ^ V6 .' s0 . t •89 „'i N 9.04 w 10. O M h v, 3 . ' .r •02 •7 n �i ^ N 7 0 0, i 0) t-+ w -+ Go ^ h O 6• 6.2w o 36 U s ! ~ A •' (Q (0A w 4 V- 6.41 N• Ni 5 8 ori r- ' 355 7 6.69, ,N ^ N to 1114.8 ci .63 00 k 46 3R c A - 3 FF _ V. �- pE 1115 2 y 1 1114 cb co ") i p£ _ 115.3 5 a, ahO STL�PS 1114.6 1114 ►� er E w A rt x 1114. 1 14. 1 AGI � ;� FF � 1R �i -wA wAL N 1115.0 4. vi �r1114.3 12.76 FG •�8 14.6 N ss rk-ps FF V, r; 6 N W d: 1114.6 (D 14.3 00 5 S 1113.9 in o Ef'S FG wA 1 ^� N V6 ° 6 n .� °' PE - 1113.8 �C LL 4'S 14. ^ wgLL 14, G o, IN n� fi F •97 ^� WALL 14.1 ,.�G 1 ••23 '� 5 STS 1 .9 N E v FG • E o o. h O 39 ^NAV PO LAKEtz IRON LO r =� �o Y U D LRETA zNx� ly - w 0 ANp�A� ARCHZ Y CARATE pE��ANS ca 3 0 0 c� m LO 20 0 20 40 60 N W a GRAPHIC SCALE a i ch N N H U Q UNDERC3R011ND SERVICE w�GIl�i CST HIND DESIGN ■ CONSTRUCTION W /'1 U W CALL TOLL. FREE ■ ■ ■ 27564�rr�z ROAD,aUxrE 400 1-800-422-4133 A.CASA 92591-4679 Z 0 C a N S U LT I N[3 909.676.8Q42 a FAX 909.676.7240 www.RBF.cam Q ca THIO WORKING DAYS BEFORE YOU DIG LD43-078GR z J NSTRUCTION RECORD DATE BY REVISIONS DATEACCT) BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o Q�pf ESStp��! MCH RECOMMENDED BY: DATE: �/s/� �,�E T of �� wCITY OF TEMECULA MJB MJB/RLS Q CONTRACTOR HORIZONTAL �4Q ,`'t 'w C. Hf �"� PLANS PREPARE UNDER THE SUPERVISION OF U LOACCEPTED BY: DATE: 4�/45_ 03 T TRACT 29929-1 PRECISE GRADING o AS NOTED ,� No.63494 �+ INSPECTOR SEE PAGE 1 � C3+0 - - - Exp. 9/30/C6 DATE: � RONALD J. PARKS - PHASE 2 LO VERTICAL Jf p��1` MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED �r p�� - :.-.-: . " LOTS 7-11 AND 64-67 II- /11 pF C pl�� R.C.E. NO. 63494 9-30-06 , _:-- _ a EXPIRES: R.C.E. NO. 19744 EXP I RES: 9-30-05 �J 1989== o AS NOTED HORIZONTAL CONTROL AND FRONT YARD WALL SHEET 4 of 5 3:� A / ST. LIGHT / RETAINING WALL PER 1.70% / LANDSCAPE ARCHITECTS PLANS 10 SEWER STOWE ROA 29 30 / �5 � a S a6k) !�l L) % to / " WATER / n 4 STEPS / AV/ FS F F FS 19. 16.6 TW / 41.42' 18.30 FG I / 17.80 FQ I A 17-29 FQ X 30.00, 16.27 FG A 15-76 FQ V 15.26 X 30.00' 14.R&5 FQ / 30.00 - 30.00 END - 30.00 0.00' 0.00' ^ GIN WAL END ,n BEGIN WAL - 4L3 IN WA n ,� EGIN END "� 1 r• to - WALL cO ._._ _ r L_ ...... W WAL '-- so WALL NWA STEPS 0 6"n n WAL v rri _ STEP n r. tD '~ r19.0 r 3 STEPS 0 6 to6 r 4 STEPS r °D WALL 4 STEPS cn WALL os ND WALL r M •�G / / r r BEGIN WALL N ° _ 16 r r. r n / 74 i 3 r � �' �; 2 B 3 / ® B _ q E _ 'Zl °D FF = 1119.8 FF = 1118.9 FF - 1117.7 / / I FF = 1120.3 PE = 1119.0 1 PE = 1118.1 FF = 1118.4 n 1 R PE_= 1116.9 PE = 1119.5 C g PE = 1117.6 r. / \ IMR 1119.4 nn. FF = 1118.1 / .16 ® F = 1 1 N 1118.6 PE = 1117.3 36 PE 1116.6 �8. un ro r In h7 N / co n W 1� / I'►O D1� / :' I n ILJ n n N � � , r 6.17 86.173.16 N / rto r r M1 / I _ S N N n n / o ST. / V/AR I T_ r - / n 1,,7 n n to ^ LIGHT r r r r r-- / i• 17 95 / 18.90 19,�� TC / / TC 4 6.17 tO ^ 4 5 67' __..rAl to �G - - - t1 to In u� in cotO ao r r r r r ui r 6" 30.00' 30.00m 30.00' 30.00' r 30.00' "b 31.36 30.00 30.00 / T 96.71' --- / �9' 30.00' 30.00 in a 30.00 30.00' 30.00' / FS ao 6 $ w _ o .c' `o r 6.1 r� • n Vol Li N n h 18.80moc 0 co 30, / 1 �• �• '�• •�- I = 6.17' 421 tp N ^ / •� n / 30 / 20 ft 61 E r to ' + r 1� �' n PE = 5116.5 00 to 1 'n ui �? ro FF 1118.3 2 R PE = 1117.5 A B �, �� ���� E IFF 1118.0 FF = 1117.7 / �1 �� \ FF _ 1119.3 _ to � PE = 1117.2 to = 1116.9 PE = 1118.5 FF 1118.8 >>�9 PE 1118.0 tD r .16' E G / � � ti �e, •gyp" ,�'� \ �i a / �rO _ �s.9� .7 .�� r r. 0 06 o / �`,c• / \ O+• .ALL ih ALL STEPS 4 STEPS w v BEGIN n00 �/ .. TG' E M 0 6 0 fi 00 O 6 WALL o WAL WALL ,.� WALL o o 15.78 17.5 WALL rn WAL 30.05 0 l ���0 ,� "�j :l Tw 21.95' 8.34 30.02`_ F - _ -12 y 1 to - 30.11 / V 16.58 14.75' 6. Lo -'_5'STEPS 15.93 F 15,6 2 ry• l •� `` / 16 , 6 18 5 1 w 0.50% h' m CJ �. 1M_20 16 63 / \ - '` ,5:` '`fo O / /, ,6.�5 '�•v 'h v tri c, �h•V s h•v �hV c a olp ' ST. LIGHT R• WPORT ROAD o �C 175• \ 15 NE i - o 20 0 20 40 60ARr Rq _ �� - Y T C�'' � / 15.98 , - _ �� � / TC N q C T 929_ / � _ �- _ " � � - � w�TER w GRAPHIC SCALE 2982 Q Pea 9 \. 16.08 TC 8.5 \ r � cn 04 V• ~ U : 1" V/ / UNDERGROUND SERVICE �X18•o Tce r,� /i/ Ld , O PLANNING ■ DESIGN ■ CONSTRUCTION / 01 U ALERT J-- / Ld ILI CALL TOLL FSE VW rEZ SUrM 400 / Z 1-800-422--4133 TWcuLA•CALIFoRMA 92WF4679 CONSULTING 909.676.5042 ■ FAX 909.676.7240 ■ www.RW.com TWO WORKING DAYS BEFORE YOU DIG / LD03-�078GR z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCO BENCH MARK DESIGNED BY DRAWN BY CHECKED BY / DRAWING NO. o SCALE Qo f E s s is RECOMMENDED BY: DATE: ��S/Q3CITYDEP OF PUBLIC WOFM Q O MJB MJB/RLS MCH CONTRACTOR HORIZONTAL ���� ,`'� "w C. 'S'f �"� PLANS PRE ARED UNDER THE SUPERVISION OF Lo u 99 - ACCEPTED BY: DATE: '� '¢� T TRACT 29929-1 PRECISE GRADING o AS NOTED W No.63494 o INSPECTOR SEE PAGE 1 ccxp. ����Oa DATE: - ! y3 RONALD J. PARKS - PHASE 2 z MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL sf'lF l'/ 0�,��! _ LOTS 37 TO 52 AS NOTED or C A��� R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 rf 19 - a HORIZONTAL CONTROL AND FRONT YARD WALL SHEET 5 of 5