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HomeMy WebLinkAboutTract Map 30667-2 Lot 16-29 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, Tract No . 306CD AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. ' lb 215 �T 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. recise r ading an DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR PHASE 5 .� A MINIMUM OF 3 FEET. �O LOTS 16 TO 99 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . y � 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR L E G E N D Ohs► a ate oalif 15 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 0000.00 I� I Oemecu a SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TOP OF CURB TC TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FLOW LINE ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF SLOPE TS THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. HIGH POINT HP 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S E PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED GRADE FG TR 30 5 57--I CT GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � � ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TOP OF SLOPE TS r �► t GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT 27 1� 2 125 1 I L C C I DN RE 0 T W ILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED N I SHED SURFACE FS 28 � 11� 6 24 ONE FOOT. I/ /P-1 I \ 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG 1 1 PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 10/23/03. 32 TOP OF FOOTING TF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 33 �28 OOII�T VICINITY MAP PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TR 30 5 58-1 d RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW e� , e NOT TO SCALE CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 GARAGE FLOOR GF 0000.0 34 31 16 18 17 r' HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAELEVATION THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE D PE 0000.0 11' 21, FOR EACH LOT, PUBLIC WORKS DEPARTMENT PHONE. (909) 694-6411 . 3035 ` 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WATER SERVICE -� 15 38 DURING THE GRADING PHASE. 14 13 12 11 SEWER SERVICE S 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, ^ 10 WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 1 IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. DRIVEWAY SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS - - 2 T / WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE 3 HIGH POINT PAD ELEV. -0.J MIN. BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF LOT NUMBER 11 4 A STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 5 d R MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL UNIT TYPE/ELEVATION 1A 6" MIN. aez z APPROVE PLACEMENT OF FILL. R rh' �p s MUDS I LL � m � m I 5 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES s�`3 IN GARAGE AREAS ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING INVERT ELEVATION IE SILL IS 6" MIN I �oT�. J AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BW a GARAGE FLOOR `: T ABOVE GARAGE I ( I GRADING OPERATIONS. BACKWATER VALVES • / T FLOOR SLAB I VARIES $ AR S*#* $ �; RI SC; I VARIES � I 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ENHANCED ELEVATION TYPE- FE HI 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS INDEX MAP GARAGE DI PAD PAD ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH SCALE: 1 " = 100' FF z z FF Z CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED CO M SLOPES OVER 30' IN VERTICAL HEIGHT. ��f LOTS INCLUDED I 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING 1Z z zi OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION „ I z z I (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 12 MIN. ABOVE PAD ELEV. I z P a o ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ENHANCED ELEVATION TYPE- FEH �_o I lox T GROUND SHALL BE GIVEN. -0 X, ROUND OFF TOP Ox lox R4X 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS DROP GARAGE �_ P/L R W OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES do 5' THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. TYPICAL SIDE YARD DRAINAGE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1A 1B WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1B 1E - DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SECTION A CORNER MEASURED ALONG THE PROPERTY LINE. 1C 1A FOR REAR YARD SLOPES GREATER ��� VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 55' 55' 55' THAN 5' IN VERTICAL HEIGHT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN PUBLIC RIGHT-OF-WAY. 2A 2B 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2B 2E IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A a AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL N DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 2C 2C ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. o t 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 3A 36 rn ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 3B 3E � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 3C 3D VARIES *** R VARIES *** " VARIES *** P/L o CLEARANCES FROM THESE AGENCIES PRIDR TO ANY SITE DISTURBANCES OR GRADING. fi MIN. 6 MIN. 0 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' CONSTRUCTION NOTES QUANTITY ESTIMATE MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. s" MIN. � TYPICAL FOOTPRINT FG FG FG N0. ITEM QUANTITY UNIT SCALE: 1" = 40' EXTRA DEPTH a O1 LOT GRADING (14 LOTS x 50 C.Y.) 700 CY FOOTING 0 O2 INSTALL 3" P.V.C. SCHED. 40 172 LF 12" MIN. 12" MIN. =PAD ELEV-FG Ln2: 1 MAX. WHERE NECESSARY En O INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 14 EA 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12 of MIN. 6" MIN. a �4 INSTALL 4" PVC SCHEDULE 4019 LF 21% MAX. MIN. 21% MAX. 2% MIN. SECTION B-B 21% MAX. SECTION C-Cri UD O5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 14 EA o �f- SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE _ bi DETAIL NOTES U W of UNDERGROUND SERVICE ALERT PLANNING DE91DN ■ cONl3TRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEARING NOTE ■ /a ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. z 647 N. MAIN STREET, SUITE 1A 391HN MAIN ST. SUITE 200 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WESTof CALL TOLL FRX 275M YNU ROAD,sUME 400 1-800-422-4133 � � � �cuLA,cAL�A s2�-4s7s R I VERS I DE, CA. 92501 CORONA, CA 92880 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN j C©N S U LT I N C3 909.676.W42 ■ FAx 909.676.7240 ■ www.FEF.com (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. DATE OF PHOTOGRAPHY 10/23/03 (909) 817-3500 TWO WORKING DAYS BEFORE YOU DIG LD04-065G R Q CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE Qat F E 5 51 p�, DESIGNED BY DRAWN BY CHECKED BY Drawing No. o R. BORLAND R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS � 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN � P Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,``� ► r, a, PI ans Prepared Under The Supervision Of / 0 COUNTY BENCH MARK T-46--81 RESET 1997" „`,' � WOO .- --_�__ ,ir O�- T o EASTERLY of THE CENTERLINE of SR-79 AT w x.601 ,.,, ACCEPTED BY: DATE: 3 PRECISE GRADING PLAN O Inspector THE SOUTHEASTERLY CORNER OF THE,BR I DGE AS NOTED ar ExP a/� w Date: S� / o DEPUTY DIRECTOR OF PUBLIC WORKS OVER SANTA GERTRUDES CREEK; 4.5 /04 JOHN D. TANNER~ I I I RONALD J. PARKS o TRACT 30667-2 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL ; . Date Completed CONCRETE SIDEWALK. rj CI��� ��~� , - TITLE SHEET o R.C.E. No. 60132 Ex ares 6-30-04 R.C.E. No. 19744 Ex fres 9-30-OS �j ��e� SHEET OF i ELEVATION = 1097.163' N/A of c k�� p p PHASE 5 - LOTS 18-29 1 2 TR 30667-1 Vol I - 20 PE 1 1,.)0.7 PE=- 1 100.2 2.2 I 18 21 •. PE w'C;'�a9.0 1woo 23.46 `, �,• PE-1 L)99.fi � 1 7 PE=1101 .2 II PE=1 101 .8 65.21 42.02' VP \ 1 MAX 95.6 2: 1 65.70' ,. I 2: 1 1 PF-1 102.2 65 21 FG , � -� 53.24 1r.' -1 ,pg'9 ` - - w ' _ 12.41 2; 1 PE=1 103.2 ' 1" AV AR r'� 9� 73.40 cr 2: 1 r - CA -� 2: 1 94.3 r � 97.5 96.9 -- 96.2 os 95.6 . _ FG 94.3 iP r I FG_ FG -- 96.9 96.2 FG �" FG 94.9 -�- 1 .� r N! r FG M 2' 1 LP 97.5 - - .n 5 �' FG FG $ FG �' 94.9 �c 14 64. - I FG o �' - h F� r- N PE=1103.8 EVC II - - - - 97.4 n ►� 96.7 in 95.4 7- I 1 494.1 1p.'19 r r o 599.77 0 97.3 o z FG - di FL r 94_7 on FL-FP r 99.31 I 0 FL+P o 95.6 � FL 1 94.3 1 W►p,X - 1.0% MIN r*i 2.5% I I N .2 ^ z r - - - z - - 96.0 l FG o z - z• •or '� FG ►. o rr 00.5 00.05 TG 97.5 _ bt - , C P -�7N 0 r N 0 �,,� _�` 1 3 t 55•$ FL-G8 3 99 F 97.5 0 5 o z I 25.5 z N 1 .55 IE I I G o .1 �. c•; 2 C FG N 25..5 '�� I 01.5 15 I 96.9 95.6 94.9 94.3 01. a If ® 4 ( 94.9 FG _ FG FG \ o FG 01.3 FG - R FG 96.9 96.2 - . 02.5 FL-FP 10' FG I cv a . 5 N FG 96.2 FG z _ oQ '\ _ I /2E\ 6 r 97.1 - FG �t I © 94.9 �� 2 g 1 '� FF = 1098.3 0 /3D i - PE = 1097.5 ( =1097.8 5' ie �� 96.2 95.3 2 B I D FG J - 97.5 o /1B\ FG FG 95.6 ® 94.8 0� . 8 Mp 28 r z I I © ' 94.3 2.OX I FG ® 96.1 5' =1 5. FG z R FG 5' - FIG FF = 1095.1 z cr ( 1 18 1 rn I ,� 5 \ t MIN FF 1102.3 8 1 o o •1 z• .z 3 E FG FF 109fi.4 94.1 PE = 1094.3 'o PE = 1101.5 •8 W E H I r M ® 5 K PE 1095.6 x FF 1095.7 FG © 00.7 I I 97.09 FF 1097.7 rn as PE 1094.9 - _► 6.7' 3 S BVC I - I I PE = 1096.9 K o .: o N m I r; k r FG I 97.5 FSS FF = 1097.0 N 95.20 0 ;' o r r I I J 93.90 �y' 94.2 �-- 2 I FG - _ .2 ' FS-GB I 52• 01.2 98.6 Q I N .5 6 PE 1096.2 Q � - - •5 I .2 I J"- -!5.6 FG01.5 11.1X I . �t I o _ . J r FG ----� FS N o N -►*� I - I or .4 I v 3 .1J J '� - FG r 97.5 r 5 I r Q � .5 NO G - I� C-4 = r °' -` c,4 94.3 _ \ I 12+85. Q FG 96.6 JQl o ,n o n 109 ,,� - �•�, 01.4 ° 14.OX 7 FG �` N r °' 95.08� �+ u? a' Ql �. CA ,4 0 .5 N FG r * \ N -1. 01 •101.5 MAX 97.89 DWY 96.97 GF=1097.2 ; r' _ GF=1096.5 5 FS-G ©r 94.7 94.8 94.6• 5 r 94.3 •g ® 27.86'FS W`17.3 h 97.5 FS-GB •e D' C) CD 95.9 FG FG bt FG k FG 101.82' �Iti 15 FG O, .� _ FG m a, 5 2 .67. 96.5 Q n °'- FG +t 5 .1 95 6 .� 5 00.3 iD 8.6x fo I 1` °p i N N ` �., �- FG 5 ao r n .2 FG 0 0 95. 0 5 5 5.3' 6 rn "'� o ��� - G O �i '� .- - ae 96.0 0 94.20 co FG K M N - N FS-GB _ FL-GB �, - r• 96.31 TG N r 96.7 �n �► n N cD 94.3 N o N � n - '� 2' 1 MAX ~ `r' 95.81 I E 3 n 95.36 FG 95.7 av 94.03 93.06 r �r �► FG 21.89' 95.64 �- FS FG o j FG r FS FS 0 g r: `v G v FG FS `y 7R 29539-1 TS 1 J27 (� '- 3 5 T �WE 3 92.61 r -� LOT 45 3 / / 13 •40 04 65.004 9465.oo fi5.o0 93.07 I 93.05 E 65.00 FS 37.24 92.36 TG PE..=1090.6 } 34.8. _ 9 0 2.0% z S 95.1 S FS 4. S S S 91.86 IE 3 \ S E - �, F • FS ES / FG °Z MrN 97.16- N 3' LI HT , � W w 2 15 • 2.oX � 12' 0 2. 2 w w 2 12' • 2.ox 12' O 2.oX 2 w ' 0 2.0% 2 \ � / � � �� .03 TC ^� 'ti 4- T ca "� 93.29 TC � 93.27 TC 5 � ��► 6 5 ao 9 59 C 9 95.57 IE o - n 5 `~ 1.0% o - �' m 5 N 5 0 `� ano _ ry ��• - / - , F8 /W 95• - a, V �, V 94.13 IE �. V c, a, of >- 24.85 `tia; V \ 8S 96.43 ��_ h' .r '� _ �i _ _0 92.83 I E ,,,� 92.81 I E _ _o �. 0 GI 5 80 1C - o, r �, as c� as rn �o �. FS 95• m s N •- 3 cD r r 390 N » co r� N �1 g5 s Ms 1 r � --+ a�_ _- --- __-_- - + -o�- -- + .� -e SEWER + ti 2. 0 9fi --X55'25"W 1�5 c�11 If c� 5 9�11 � C41 3C N c-a�If - - ? c 11 � . 3 92.08 TC M u 300.00 14 • 1 _r �'tl► 11 9 - 1 13 14 91.62 IE 5 I N71* '41"W WILLISTON COURT_ 91.83 95.3 / , 9 :,.� -00- - - - - c 67' F 9 2 23• T S� #rc_� c0 � � r r ----_-_- � ----_.._ _ C� .. ...._..__... _ STREE FS S 0 # 0 � - o. 3 cD _. i 3(D T .3 g8 �' wY C o c3 h• + o•- + o r + o r __ 8 WATER - tea„ wa v n N u k• G N nr.-%v93.43 -� 5 •``'J / 1 G 7• ► r of 3 °' CV ft °�•V o0 ... r C3i 3 9 '� r C 3 92.97 I E n^' 2.92 I E 3! `vi » , / 25 .8 S 1 AV AR 6" FH w / I W 5 94.27 IE 94.25 I 5 w 12 0 2A' •8 5.57 15' 02.0%-. 12 • 2.OX r - 3 " 94.03 12' • 2.0% • o �• I / FG w S S 22\Iftid In S 6 FH S 2 3.85 w 92- 1 h / L0 65.00 95.57 TG 94.99 TG 65.00 93.71 TG 95.79 t95.50 - 0 94.57 IE - 94.49 IE 3 v 94.34 - 94.20 �t v 3 93.21 IE g • 17�96.08 TG ioa0 96.8 r co "M 95.7 r h 95.5 r � � 3 _ 919, 4 7 `1'• 95.58 I 3 97.1 r FS "? N ''� r•) FS FG r"� i. FS 'a FS ;n a'• FG a, 93.16 IE S ,� h �, 9 11 r � FG r o o c / S 8 � t - r °' •`° °° n N96.7 96.6 � N � N r 5' N•`_ .h'� (PER SEPARATE TPLN) _ r `V 95.3 _ 'd10 TGA 19 / 0 2 3� ai ��' 96. Tw / / o FG Ooh 97.2 - 5, 9fi.7 6 .2 .67' FG 5:3 N o .2 5.67' FG ,;� 6vIDI 9 S 18 s4 I£ • 1 93. TF 5 96.2 96.1 92.98 91.95 TC 1•� 9 •8 N h /. �Q GF=1097.3 o I c° FG 5 GF=109fi.0 ,n '��' S 91.49 I TC " _ '82' • �9 9. 0 e ,S� . 95- TW // I GF=1097.8_ N I FG 6.7 FG n, I 94.7 �. FS F -' 02 J 95.4 FG c•i 94. 2 12' O 2.0% / 31 • rx 1 xE F V� 0 93. TF / // _ O _Q3 4 GF=1 osfi.7 FG r - •� .4 �n I FG ' 3 PE=1089.4 2 • r 5 93.27 3E O N I .3 J 3 5.0 94.48 Mqk g2 T -1- 7 94. 7 °' O a, c�i rn _j �.Q FG FS-GB �? 1-1 92.75 �O •8� ® a I I 3D I N J RE A I N I NG MALL PER FS N I 1 A z ® U; 1 E ® N If I .6 N - FS l 3" 97.4 ® ~" Q ® rn 2 95.0 .1 ca 92.53 / "PAS ATE RMT z ¢' z z Q FS 111 / 95. / FF = 1098.3 FG R 0 at N I o R FG "' `O 56.22 95.2 93. TF4.3/TW .t = o N o _ r �i k .5 94.60 rn- TS / o PE 1097.5 5 .- F 1097.8 �FF = 1097.2 •1 at FF = 1095.8 o FS-GB "zJ2.23 TG 93.7 TF Q F - 1096.4 a FF = 1096.5 0 _ �, "� ""> 0 3 91.73 IE C9 / .+ I PE = 1097.0 _ PE = 1095.0 a, I ry 30 �, *<u / / E�,,, -z se 96.3 r PE 1095.7 r --f PE=1089. 1 � / h 7 ❑ 97.5 111 v FG ►a FG r I I I 94.7 5,• 94.2 94.2 / o I 96.4 I Iz ER FG 5 FG FG / 97.5 / GF=1095.3_ = r L_ �C FG 97.5 - 97.0 X96.4 95.7 9G.0 v g 94.1 C) / FG ti� 97.0 FG FG 96.4 95.7 FG o 0 o FG ri 92.13 I 5 FG FG I z / z Off' 5 FG 5 ,� r� ry TC � 98.5 0 �; .1 /3-B\ 1 I 38 �^TS - N - - - - Boz 0 0 oz .2 a) 94.2 © / o o N l 2 g o �, 95.0 95.0 Q v I R 1095 O 'r-, C 1 - r N FG FG z 97.3 g - - - +� rn 5. FG r / _ 45' FL-1­1P v - - - 96.2 0 co - - - 0 5 P = / r 96.8 95.5 xo z r PE -- 1094.2 0 / I 98.5 N 98.0 FL-+P 98.0 Q1 97.4 cv 97.4 `ti FL-f O I r • a� 54.36' TS TS TS TS TS 96.7 av N 95.0 I 71 / 65.00 65.00 TS - - FG - 94.2 E H / 94.8 FG I, v ry J •� 2: 1 67.2 , FL-FP - 'n / 94.2 •9ch 3 gs ry \1P 94.2 FG I 2: 1 2: 1 2: 1 TS•7 ^ FG � � 96.0 � 4,f 1 TS N• N ti o z / rn y�-, _` - PE=1087.5 � N � - �--_ 67.24. * -� I 'r' j. 14 13 12 ` - _ 2- 1 8 0 N 94.0 ' } PE=1 i)80.8 TS 95.2 FL-HP I PE=1086.0 PE=1085.4 TS "' 95.2 0 59.02' TS 11 _ N 2: 1 ' o LO PE-1084. 7 1 0 �^ q- 5' 5' R/W LOT N0. ENHANCED REAR ENHANCED SIDE BACKWATER INSTALL �� -- ELEVATION ELEVATION VALVE FL OF PIPE 1/2" " SIDEWALK - I `n 16 YES RIGHT SIDE NOT REQUIRED ABOVE GUTTER 6 REMOVABLE 0 - Uj PLUG `r �� V) 17 N/A N/A NOT REQUIRED FLOWLINE PE-1084. 1 = 20 0 20 40 60 INVERT ELEV. A 4" PVC 18 N/A N/A NOT REQUIRED PER PLAN J 2% / N 19 N/A N/A NOT REQUIRED �` `~ :; 1 1/2" MIN. COVER / GRAPHIC SCALE 20 N/A N/A NOT REQUIRED r.••• •` •; :F 21 N/A LEFT SIDE NOT REQUIRED •_:_ ,tr 4 •, _ `. :A r. _.:'� :►y �:.: ti _r- r � ,, 'r1•ti-•�� . ' _. .. . tai.. 4� .ti•. �.. W 22 YES RIGHT SIDE NOT RE I RED K. % ":,!.r=}s a t `'` ., • cn REQU � - 23 N/A N/A NOT REQUIRED \ - ---=_+;:r;�:�, --•- -.-- . ;�- CONSTRUCTION NOTE UNDERGROUND SERVICE 24 N/A N/A NOT REQU I RED CZ) PLANNING ■ DESIGN ■ CONSTRUCTION 25 N/A N/A NOT REQUIRED INV ELEV PER PLAN 9 fi O `� 2 INSTALL 3" P.V.C. SCHED. 40 z CURB k GUTTER 26 N/A N/A NOT REQUIRED " » 4"x4"x4" TEE o 3 x4 REDUCER INSTALL 6" GRATE PER NDS N0. 40 OR EQUIVALENT CALL TOLL F 275W Y�ROAD,SUITE 400 27 YES LEFT SIDE NOT REQU I RED SECTION ASA ca � � O TEMECULA,CALIFOFIMA 92591-4679 3" MIN PVC (SCHEDULE 40) -�--�- Q4 INSTALL 4 PVC SCHEDULE 40 � 1-800-422--4133 28 N/A N/A NOT REQU I RED C O N S U LT I N C3 909.676-8042 ■ FAX 909.676.7240 ■ www- cm ELEVATION Q5 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET o 29 N/A N/A NOT REQUIRED PRIVATE. [!RAIN THROUGH CURB DETAIL LD04-065GR Q TWO WORK I NG DAYS BEFORE YOU DIG 5" SLAB PER FouNDAT I ON PLANS - i CONSTRUCT I ON RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE RDF E S S jp DESIGNED BY DRAWN BY CHECKED BY Drawing No. o Q � TANNER RECOMMENDED BY: DATE: CITYOF TEMECULA DEPARTMENT OF PUBLIC WORKS TAIV,y R. BORLAND R. SCHAUBERT J o Contractor HORIZONTAL ,``� Plans Prepared Under The Supervision Of a, r� ACCEPTED BY: DATE: 3 `�¢ PRECISE GRADING PLAN 2 U-) o Inspector SEE SHEET 1 CID rn 1" 20 '� � - � Date: S �9 DEPUTY DIRECTOR OF PUBLIC WORKS -- TRACT 30667-2 i JOHN D. TANNER III 0/04 P RONALD J. PARKS - - WILLISTOH COURT ~ VERTICAL Jt' el 1` �,��� - = ` OU Date Completed jf E% R.C.E. No. 60132 Ex 1 r es 6--30 04 R.C.E. No. 19744 Ex i r es 9-30-05 f� -=:-ieea a N/A OF C k1 p p f PHASE 5 LOTS 16-29 SHEET 2 OF 2