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HomeMy WebLinkAboutTract Map 30088 Lot 4-9, 35-38 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . 3 8 8 16 215 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. SWALES SHALL BE A MINIMUM OF 0.2 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE Precise DEEP AND BE CONSTRUCTED A MINIMUM ra in an OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS OTS T 0 AND 35 TO 38 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � FILL SLOPES OVER 5' HIGH. C "ity 1 "If 5. ALL GRADING SHALL BE DONE NDER TH SUPERVISION A OMP T NTU E OF C E E e o Ca SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS �t OVER 1 ' DEEP. , V 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND HA RVESTON SCHOOL ROAD 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. FLOW LINE 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. HIGH POINT HP 2,2, Z1 O 2 1G 18 1T 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG / ONE FOOT. Z3 FINISHED SURFACE FS r ICINITY MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES GARAGE FLOOR GF 0000.0 z� DATED AUGUST 15, 2001 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 25 %3 ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 1 WATER SERVICE W B 1� HIGH POINT 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG F PAD ELEV. -0. MIN. DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE ` 'qS�►O ,,Z A REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION SEWER SERVICE -�•--•-aS Q. h TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR '1'1 EACH LOT. DRIVEWAY 10 = z z 0-0 � � � M 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - -- Z q cF -�=- I SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE np, to I 74 r==.�= , BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - - - - P J J� -- 9 == ( I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 1 1 Z� ��� 39T` � = I VARIES $ AR S�kakak B C RILC I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. VARIESI 140 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS3 UNIT TYPE/ELEVATION -=-^ -= -SL~ BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A _-_ -�. I PAD PAD I MATERIAL. 460 - _ :.:AFF FF INVERT ELEVATION IE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. BACKWATER VALVES PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT 30 Art OF FILL MATERIAL. TEMPORARY - I w ZENHANCED ELEVATION TYPE- ?3A °° PERMANENT DRAINAGESTRUCTURES, TEMP RARY DRAINAGE CONTROL AMOUNT OF EXTRA DEPTH �14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 5 3� SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO FOOTING REQUIRED 0 I ADJACENT PROPERTIES. 3A = __ O R W 4� 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED EXTRA DEPTH FOOTING 3 �Y- BY THE DIRECTOR OF PUBLIC WORKS. 33 ---Ar __ TYPICAL SIDE YARD DRAINAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE �a ==_' DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 3 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) Z VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. ,1 IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- R TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL VARIES *** VARIES *** " DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 6" MIN, fi MIN. 3' MIN. 1 ' 1 ' 3' MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE CONSTRUCTION NOTES & QUANTITY ESTI MATE �► 6" MIN. MUDSILL MIN. MIN. MUDSILL PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES SCALE: 1 = 100 MUDSILL OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE NO ITEM QUANTITY UNIT IN GARAGE AREAS FG _ FG PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS •. COMBINATIONS LOTS INCLUDED SILL IS 6" MIN EXTRA DEPTH SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; �1 LOT GRADING (10 LOTS x 50 C.Y.) 500 CY - GARAGE FLOOR = -: 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT :- : _- ABOVE GARAGE FOOTING 2 I NSTALL 3" PVC SCHEDULE 40 77 LF FLOOR SLAB =PAD ELEV-FG IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER a 12" MIN.- 10.R. IN.10.R. Q INSTALL 6" GRATE PER NDS NO. 40 OR EQU I VALENT 7 EA WHERE NECESSARY 12" MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT � CONSTRUCT PR I VATE DRA I N THROUGH CURB PER GARAGE DETAIL MI N• 2: 1 MAX. 6" TYP. 27G MIN. E 7 EA LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. �'J DETAIL SHEET 3 21% MAX. MIN• 21 MAX, a 0 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SECTION B-B N 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR i, 42 �i 47.5 45.5 •• SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES to� TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 2 3 CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS BB THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ;� A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- " 00 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON VARIES *** P/L D REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED � 12" MIN. ABOVE PAD ELEV. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 3 MIN. 1 o a ROUND OFF TOP MUDSILL MIN. 6" MIN. Ex . P/L FG TYPICAL FOOTPRINT ��F. EXTRA DEPTH SCALE: 1 " = 40 ' FOOTING =PAD ELEV FG F� F WHERE NECESSARY 2: 1 MAX. N 12" MIN. 6" MIN �;•1 2% MIN. i UNDERGROUND SERVICE SECTION A-A 21% MAX. O PLANNING ■ DENION ■ CDN■TRUCTICIN SOURCE OF TOPOGRAPHY OWNER l DEVELOPER I FOR REAR YARD SLOPES GREATER SECTION C-I ALERT BASS OF BEA RING NOTE RBF CONSULTING LENNAR COMMUNITIES THAN 5 IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRA I NAGE DETAIL NOTES 011,1. TML f„REE z> Y��� 400 27555 YNEZ ROAD, SUITE 400 391 N. MAIN ST. , 5U I TE 301 THE BEAR I NGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS z -4 4� TEMECULA, CA 92591 CORONA, CA 92880 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN THAN 5 LATERALLY FROM FOOTING THEN THE FOOTING o T B E�CULA,CALFOMA 9M-4a7� CONSULTING 9WV5SW a FAX 909.676.7240 • wwwyw-com (909) 676-8042 ON A MAP OF TRACT NO. 29286, MB 298/86-89. ' BOTTOM IS A MINIMUM 6" BELOW SWALE FLOWLINE. � FIELD VERIFIED (DECEMBER 1999) (909) 817-3600 (SEE SOILS REPORT) o TWO WORKING DAYS BEFORE YOU DIG L D02-22 9 G R CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK jitt F 1 S S 1�A' DES I GIBED BY DRAWN BY CHECKED BY Drawing No.SCALE o '�� M. BOECK RLS/MJB RJB RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT of PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH I N �w�. �� C. y f, CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� 't� f Plans Pr ared Under The Supervision i s i on Of Contractor y r P COUNTY BENCH MARK T-46-81 RESET 19970It � � � � � ACCEPTED BY: DATE: � s a3 PRECISE GRADING PLAN S Inspector EASTERLY OF THE CENTERLINE OF SR-79 AT 1 = 100 W No•�'� "^ �j `� DEPUTY DIRECTOR OF PUBLIC WORKS o THE souTHEASTERLY CORNER of THE BRIDGE , 9/w/ts Date: __ ____ - _� ___ TRACT 30088 OVER SANTA GERTRUDES CREEK; 4.5' 0 MATTHEW C. HICKS RONALD J J. PARKS N p i Date Completed e t e d NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr' C 1 �� ���• PHASE 2 "` a P CONCRETE SIDEWALK. lF 1��� R.C.E. No. 63494 Expires 9-30-06 R.C.E. No. 19744 Exp i res 9-30-05 '''4►ivy: a ELEVATION = 1097.163 N/A OF c�� ,.� LOTS 4 TO 9 AND 3S TO 38 SHEET 1 of 2 - - 235 Elm 237 '' 234 1,111111111111111111111illillillillillillillilogialsommo� VV N - - "- .................... ........... .......... - ' SLOPE VARIES - 2: 1 MAX SLOPE VARIES x 1 �AAX 12.2 t .1 1111,0111 12A A= .a _ 59.02' 12.5 59.7fi' - TS 48' 11.6 N TS 11.0 59.67' -FP rTS (A 11.3 N 10.8 _ ^ 59.47' l •ao tO - ra � as �----- �+ 10.S 11.7 13.3 - -+ ^' 11.3 �- - - z 10.6 . " N TS o 00 11. 0 10.7 o - _ ' co 119 51 No Z 10.9 0 11.0 N 10.5 10. z 11.8 c�i �i 10.5 2 - - raDa 1 11.15 FG 11.2 11.2 7.7 . 19' N 2 0 10.2 " FG N 11.5 11.5 FG /3 \ FG 13.3 ry, �„ aa, - 8 FG FG ®\ B / z 11.1 10.7 TS '` ? ® °, ~" FG FG.1 /3\ FG 10.7 7.76 z .Z 2 AR 18 ti .,ti' •o.} C � z z FF = ,, . _ F� � - 2 � � 1 20 C \ A / z 1 m z = 1111. Z Iz PE 1110.4 N I ti FF = 1112.6 A 01 N R ,� ; 1111. °�,• =� FF 1111.9 FF 1111.5 gyp, AIFF = 1112.3 EH ^ PE = 1111.1 c - 1110.7 ..: 11.7 = 1111.5 I Irk EH 0 FF = 1113.1 =1112.1 11.4 EH 11.1 EH X 3 IPE'y GF.m2-1 EH 11.1 r: PE 111 G 1110.4 - F .8 G 10.9 (8^=1111.8 5 I p GF=1111.5 8.45 GF;1111.4 10.1 .5 -Ge 10.6 11.2 -Ga 10 FL - 10.0 � G ° I r- 11.4 �� o FG .5 - " GF=1111.0 10.21 '� �' .24 FG °D 11.be `~ 10.111 10.g FG 10.7 FG 10.7 F - 1110.4 TG o hi .92' �� C •83' FG ry - • .� • ti 4 FS 10.4 G c ao K N ao .2 OD 00 b FrO �, 1109.90 I_ 0 09.91 N . �-GB 1110.16 TG 10.1 � 11.3 n 'r N ' �� �� ~' 09.7 7 �4►f ,` J 3g" 1 1109.66 I E 4 FS 09.83L o FS c.� o "� .N f 09.47 to , 6* - F5-{;g ^ 1� -'� �� 5 1 23.80• FS- r = - 09.56 r - 09.39 r,�11 w k �k S TS. i'1 -5b 1 FS -FS- 19,5z' .1 4S ti � 2 �:`2�`"`_` •r N "7 10 .:/ 2. S1T � � C l C� 'S / 41.00 %-- PE = 1112.7 6 �,ti ��'� •�' / S + 2 N 4 ES S S 14.1 cin . ore. v,. , +, �, ro �. 2 1109.35 I E 2 w M , / 1 € ,�1°'��► CV 406 rt 4 18 L 7 PO R TSM0 TF1 40 �0% if R=1404.00' L-212.039 ' ROAD u '- ED IE la TC -- 9 WATER50 08.98 3 � in a as cv 4 ` r. ap 17. R/W 4" WYE AS REQUIRED S S 2 S 2 w 59 FL OF PIPE 1/2* " SIDEWALK REMOVABLE INSTALLI - ~ FS X80 58.40'V109.70 TG �. �- �' `�5 - - - 09.30 S2.57' ABOVE GUTTER 6 �� o, �. - FS og.96 OR 0 �o FS ^' 109.20 IE - 09.36 .8 FLOWL I NE / 1 ro FS " n •- w N co N 11.0 11.18 Ki l FS •• S r - --_- I NVERT ELEV. A 4 PVC v N to N aQt 11 P 11.3 9.46 o a4 10.6 .- •OX 2 PER PLAN g• / r,, 10.3 FS--GB 10.2 ao 10.5 FG co 2x 'S 11.6 a A�B N 11.3 I 11.Q 10 09.5 ` �f 0. ' 1109.1 Q LA_ • EC 0.3 - FS � 10.0 N �--Gg 6 9.31 ) 11 4 _ 08.6Q IE - ,r -� -• .� -,.. ��B r.' 10.7 5 11.1 � FG (] --GB FG �� / �--(,� o FG GF=1111.3 7.3 5' 10. 09.6 p ►� �-GB ..: INSTALL POLYETHYLENE GF=1111.6 11.D 11.0 o FG PLASTIC JOINT MATERIAL 1 _ 11.5 GF=1111.8 5 FG FG Q GF=1110.9 0 "QUICK JOINT" OR EQUAL FG 11.5 1 1/2" MIN. COVER 6 69 FG q _ I I INV ELEV PER PLAN k-• ti :K_ 1 I _ AR y,• :+ ,-t_ - •� '- r K:-`�' -�"ti lY�♦ Ic 1R E� r� 1I�J/� JPI p -z CONSTRU T ION NOT CURB k GUTTER ...�� -;: ,:+ `- `• 1 3 I E T © Z- 38 A ® , 3"x4" REDUCER 4"x4"x4" TEE .- �`• '. :.; ,�, -. �.- 1 UTIL0-61 " _ t '- �t ® 11.0 FF = 1111.8 �e 0 O2 INSTALL 3 PVC SCHEDULE 40 3" MIN PVC (SCHEDULE 40) I FF = 1112.3 z G FG '" 1111• 11.0 3 9» 34 6» Z 11 Z 1111. FG ® - 3 INSTALL 6" GRATE PER NDS No. 40 OR EQUIVALENT E � PE = 1114.2 , I z FF 1112. t7.19, - � � = 1110a0 0� 11.5 11.5 1z 6.5 •4 FG 11.3 = 1111.3 11.3 _ O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER •- FG FG - N z _ FF 1111.4 DETAIL SHEET 3 Col G _ 11.0 !`� 11.1 10.6 111 .6 10.6 I I N 7.1 _ FG Q =1� 11.1 0 10.8 FG o W I - - z � - o z 6.81 11.3 �-� - -J r 1G.0 N z t^OH.P4 v ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION I ��p J N � _ LOT N0. ELEVATION ELEVATION VALVE CATEGORY yATE QRwM � � OIl�„� 8' 28 I 11.3 4 -- -- u+ �� �_ X II do W 1 ' 18' 18 1 r G N 2: 1 SLOPE 10.6 5 X -- -- II m= FIG 111 FG 6 X 12 5 $ 5 2: 1 SLOB 7 x -- -- II g� S/ /W 54.37' 20.79 1937•40' cn PE 1115.9 TS 53.93' 8 X -- -- II I60'86 19'5 40 41 9 X RIGHT SIDE X I I N- 1 1 I 19.0 39 MODEPE = 1118.5 MODEL 19.7 35 -- -- -- I I `4 • TS MODEL PE - 1118.7 PE 1118.0 3s 20 0 20 40 60 37 AL 38 X RIGHT SIDE X II N 5" SLAB PER FOUNDATION PLAN GRAPHIC SCALE a UNDERGROUND SERVICE © ALERT PLANNINo ■ DESIGN ■ CONSTRUCTION Lij a ca CALL TML FREE ■ ■ ■ 27366 YMZ ROAD,mm 400 S 1-800-422-4133 A,CALF -� CONSULTING 900.676.x042 " FAx 90 .676.7240 • www FBF.cam Two WORKING DAY'S BEFORE YOU DIG LD02-229GR I. DES I GNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK �� ��p F E S S 1 p�, � � Drawing No. $ �� M. BOECK RLS MJB RJB RECOMMENDED BY: DATE: Cry oF TEMECULA DEPARTMENT of PUBLIC WORKS Contractor HORIZONTAL h 't Plans Pr pared Under The Supervision Of 6 ACCEPTED BY. DATE. 'D $ 1~ = 20' � �.a34�4 � PRECISE GRADING PLAN2 Inspector °'` EW, 9/30/06 'b Date: _ �',��• DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 30088 ' T_ MATTHEW C. HICKS RONALD J. PARKS VERTICAL Jr e l v 1t ��� _ PHASE 2 Date Comp I eted �jF 1ER.C.E. No. 63494 Expires res 9-30-06 R.C.E. No. 19744 Exp i res 9-30-05 __ :_ice-=_-. a N/A o f c��. p .,� LOTS 4 TO 9 AND 35 TO 38 SHEET 2 of 2