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HomeMy WebLinkAboutLot 2-5 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract No . 24136 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGErecise Gr ding P1 n R SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Tr ct 136 � VIA RAMI �� • 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALLColty 118f ` PADA FILL SLOPES OVER 5' HIGH. In 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 5 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY -� ROAD PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. Co r � � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND �'- ENGINEERING DEPARTMENT WRITTEN CERTIFICATION -OF COMPLETION OF ROUGH 0000.00 a3 A.GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC 40 A� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LII , FLOW LINE '� "� ��, PIO PICO GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. A� 7 ° 4 r 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG HIGH POINT �' �+� ` '� 11 '� 13 TOP OF CUT SLOPES. 14 Is '" 17 ie 1° FINISHED GRADE 23 FG ' E �' RZA 24 7°9 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN , ALA 1 . ONE FOOT. F I N I SHED SURFACE FS G 2 �v' n 13 22 •+ to 83 Ire �X 11 0` 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �G� f9 � TO SAN DIEGO PROJECT TE � Q q � Y . �. �, rS I THE PRELIMINARY SOILS INVESTIGATION BY: Co*A-4 i wa &r w�ssc� J GARAGE FLOOR GF 0000.0 '`r �,Q « 2413� 1 °' 28 C=k.11`abe6Ue 140111)" ,d r�0 too eo "° 71 73 74 75 76 77 70 7' 2r 00F ~` TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 ,,,..� 2 lol30 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- M CORT ARDOZA 50 31 ,. VICINITY MAP MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 3 GPS 74 s3 s2 s, NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 73 85 64 63 °+ °o s° x 37 ft 34 40 WATER SERVICE W 4 72 n 411 47 cq�f `"�-- 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING a n �,�� �, ,° DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE „ s7 Jti90LWARY 45 ' , 47 all REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE --�S ° r 7° 44 QRS 3i 46 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 7 C 37 �. SPARKMAN +3 3s 4• �qL IgRI 44 EACH LOT. DRIVEWAY �] ° °. es � -R1E 39 so 4a 42 °° 41 16 31 41 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL - - • Z « so 47 4° M 'D s' 52 s3 s4 '° 71 s2 s3 SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL SLOPE _ _ to .7 $, 4135-.2 70 « 34 as BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE "+q, +' R• 46 45 44 43 u 41 40 31 7: CO 17 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT LOT NUMBER 12 �Ip" 92 38 „ RrE k HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. � 12 s �, CAMIN0 ABgGO " 74 UTNE PAD ELEV. -O. IN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS UNIT TYPE/ELEVATION LAJ 3s 'R s A 34 0 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS (� '14 21 22 23 �' 7° 37 V INVERT ELEVATION IE C7 2. M � MATERIAL. 20 7° ,� a■ s+ s. Al z z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN BACKWATER VALVES Ow) '� M s1D 70 i3 so 3e I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. is ,s 17 ' " 7 s it 33 VIA 02 I ' " ' PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF /j ,2 4r 23 B�JARgNO •+ m`• n• ti 34 I FILL MATERIAL. 14 13 13, 3 25 26 / I 5' 00 $ 5' S' $ C5' (' I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF 77 a Is gP�- s7 aeas ro 2 2, ]"hr• 27 as 33 �a I MINNX) MIN Mt N �) MI I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL 17 �F. e° 71 » Is X4138 30 31 I It I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO z, m ,O 66 72 30 17 ,s I PAD PAD ADJACENT PROPERTIES. 43 '4 5 " 731 +4 13 z FF z FF 62 74 z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED K -y ,. 73 as A�AREzq 12 +, I 16' + 2 3 K 16 a ' I BY THE DIRECTOR OF PUBLIC WORKS. 2S �° 9 s, so ss >_ 4 a MIN. I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE �� 23 �o P�,`-�S so s' 7 TO FUNCTION, ESPECIALLY DURING STORM COND I T I ONS. PROTECTIVE m GPS 4° ,...�- """ � �"'-- �...,'° ' MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO I 3ef 34 33 „ x 47 48 �` ,,�.w I '� -FaLy- 04PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 1 48 �ox lot 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS ( 1 .5) 11 44 1' �t��iaN1 ' SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT I 42 7R• 29431 R W 41 z 13 AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. I 3° 37 3g 3rquR• �� 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL SIDE YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- `�'-~ - ; `� ► "'' p►��` - DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- - G► 4 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES ` OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 6* MIN. 5' MIN. 5' MIN, s" MIN. SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, SCALE: 1 " = 250 ' 3' MIN. 1 ' 1 ' 3' MIN. 15 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT MUDSILL MIN. MIN. MUDSILL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 10.R. -„; LOTS INCLUDED 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT :. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. CONSTRUCTION NOTES & QUANTITY ESTIMATE (PARKING LOT ONLY) 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER C"SES SHALL BE PERMITTED. NO. ITEM QUANTITY UNIT 60' 12" MIN. 12" MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR 3" THICK AC PAVEMENT OVER NATIVE SOIL 3,300 S.F. 60' 60' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. PAINT 4" SOLID WHITE PARKING STRIPE PER COUNTY OF RIV. STD. 54 L.F. 12" MIN. ABOVE PAD ELEV. 21% MAX. MIN. 21% MAX. F 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE 3 PAINT HANDICAP PARKING SYMBOL PER COUNTY OF RIV. STD. 1 EA. ROUND OFF TOP SECTION BN THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- �..,. .. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON O INSTALL WHEEL STOPS 5 EA, 2 3 P/L 'n 14, e � e 5 .- REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Q6 INSTALL 2"x4" REDWOOD HEADER 210 L.F. n TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Q PAINT 4" SOLID BLUE HANDICAP STRIPE A 2' O.C. 130 L.F. R ® L❑T GRADING (5 LOTS x 15 C.Y./L❑T) 60 C.Y. 5' MIN. P/L 3' MIN. 1 ' MUDSILL MIN. fi" MIN. � SECTION A- A � TYPICAL FOOTPRINT FOR REAR YARD SLOPES GREATER :.a THAN 5 IN VERTICAL HEIGHT SCALE: 1 = 40 W J 12" MIN. IJI�E RGRQU111D �RVICE BENCH MAR (�� 2: 1 MAX. � © ALERT rLANNINO ■ DElIDN ■ CONSTRUCTION COUNTY F RIVERSIDE - - SOURC� `�' JOPQGRAPHY OWNER -4 DEVELOPER BASIS OF BEARING NOTE 2% MIN. 6" MIN* � 0 B.M. N0. T 1-81 EL 1026.428 � 2 1/2" RBF CONSULTING WOODSIDE HOMES BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET 27555 YNEZ ROAD, SUITE 400 23121 ANTONIO PARKWAY CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. SCALL. TQ.L nRm z��ROAD.�400 TEMECULA, CA 92591 SUITE 120 SECTION C--- C•'. -,422-"4 ■ ■ ■ rcu�A,cAA�z -aa� I N TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE RANCHO SANTA MARGARITA CA. 9268823432 F I LED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCELQ CON 5 U LTI N Q 9W.e7e.so42 • FAX 909.676.7240 • www.FMF.com (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 676-8042 � MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS (949) 858-4980 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. Two WORKING DAYS BEFORE YOU DIG . WITNESS POST 1 ' SOUTH OF MONUMENT. DATE 3-24-99 FIELD SURVEY DATA ��1"�47� a DESIGNED GIED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARK SCALE Q�p I S S rOH Drawing No. '� C.M. & T.B. C.M. & T.B. M. TYLMAN RECOMMENDED BY: DATE: �� 07l�� CITY OF TDEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL .�`� 1���E rli� �� 1 ans Prepar Under The Supervision Of / „ _ y rl"_ ACCEPTED BY: DATE: ' /// �' T PRECISE GRADING FLAN _ Inspector 1 - 20 Exp. p. 3j1 Date: b DEPUTY DIRECTOR OF PUBLIC WORKS MODEL S I TE L' VERTICAL Jf' �, ��� MICHAEL A . T AN RONALD J. PARKS i --------- Date _ R TRACT NO. 24136 Completed lF 0 43 0 3-31-04 N/A or C k\L\ R.C.E. No. Expires R.C.E. hb. 19744 Ex p i r e s 9-30-05 r''f�l w. LOTS 2�-5 SHEET 1 OF � i _ N� \ \ ---- 2B _ N -- \ Irj \ / —_— Ay 2 78 57, 11 W � 1 s v, `J' ''9cP �G' 6 �S 6S D`ticr, j % S c ► rC 6 - 5 49 rS 7 43 8 36 �F I 2� — w � � 37 .6 F � \ - 78� �6�_ N FS S G5 R �`0 FS 41 5 TOP STEP �m I \ __ 1ER 36 w o F '\ O SL�j, 41.0 BOT, STEP Z 1 �c' ,� __�$ w N. °q 6 F 43 8 42.3 TOP STEP 11 6 _ Baa �� sj 8 G���ER 2� ��1 �g 9 G`GB 42g6 STEP 6 P Lo o D� 24 w_'rn = S �1 1ro FS 9 8 GF 38.9 6 ' FSC53 65 - p S�W W �,� �$• 1 66 �g.9 FG \ 31, 2 '? 1 � 11400- Fs .9 co �'a �j'-' 0 1 o FG �.z r �� � �' PE R W I oo 7 , D��� S Q0 �W 18 4' a _ .2 r 711 cr 2 cro_ �" _ �" , - GF 1134 60- o __l l C) o �YF' 4 LA Cr �co p moo, 9 2� F o -! ° v, �, 1 _ o. ,�% S 2� .8 8 �F o 45 \ 1 - 38• `�' o n °4� F . 1144.5 5� W 6, FS 2 0 1 FG �' m� 1 pE 1143.8 CD 01 GB V- _ � 43 S v' cp - - o o ' - GF _ 3 G5 � �N z \� � FS GB oo S,•� OQ1 � :F ^ 9 9 c))p,CONSTRUCTION NOTES. DD� o�CONSTRUCT 3" A.C. OVER NATIVE SOIL •6 13 a 3G1 FG v PAINT 4 SOLID WHITE 7 _ FSgS r 2 Q3 HANDICAP PARKING SYMBOL 1 ® INSTALL WHEEL STOPS (TYP. ) , 3 34 N F �,��, a6 INSTALL 2X4 REDWOOD HEADER Fo 9 �1 1 6g U` Z 23 3a' v,, 2, .� �i \ = 11 0 6 30.6 0 o0- 33. '��1 ,n 64.3 Q PAINT 4 SOLID BLUE HANDICAP STRIPE 2 O.C. \ FF _ 113 FG 7 — �L 34.4 QQ .gy.50 p 35 \ I \ \ G6 co w \ I r \ \ o , o \ — 29.6 3 \ � -�J \ FL o� 30 FL ^`r' 64.26' — — 3 0 1126$ . SSL _ _ - - 7 \ o __--- \ -- 7 9 _ r D CN \ z 7 7D DPI ell C) S 77S LO o N L. O C� CURB DATA It O DELTA BRG RADIUS LENGTH REMARK 1 N11 25 54 W -- 91 .93 REDWOOD HEADER w 2 N78 34 06 E --- 24.00 REDWOOD HEADER o 3 0= 90 00'00' 5.00 7.85 REDWOOD HEADER i UNDERGROUND SERVICE 4 N78 34 06 E ---- 13.00 REDWOOD HEADER LJ R ALERT 5 N1125 PLANNING ■ DESIGN ■ CONSTUCTION -- 54"W 36-00' , REDWOOD HEADER � _ 6 N78 34 06 E -- 10.00 REDWOOD HEADER � CD 20 0 20 40 60 7 N11 "25 54"W -- 26 .82 REDWOOD HEADER CALL TOLL FREE 27555 YWZ ROAD,surf 40o Q now ft 1-800-422-4133 TSEMLA,CALIFORNIA 92591-4679 CD C©N S U LT 1 N G 909.676.A042 • FAX 909.676.7240 In www.RBF-com 0 i GRAPHIC SCALE LD01-147G R Q TWO WORKING DAYS BEFORE YOU DIG i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE �OVESS/pN DESIGNED BY DRAWN BY CHECKED BY DATE: ��lS`4/ OFDEPARTMENT OE PUBLIC WORKS Drawing No . Q �� C. MCDAN I EL C. MCDAN I EE M. TYLMAN RECOMMENDED BY. _ _ /_ .- CITY Air YA -f Contractor MOVE v�l._a'1 �-+T 't' s HORIZONTAL ,^`�� ���� y��9 ��� I ans Prepar Under The Supervision Of o Co -.. _ C PTED BY: DATE: o✓ of rte, a 1 " = 20' No.43090 ACE �,�.� cG� PRECISE GRADING PLAN 2 Ln Inspector °G Exp. 3/31/04 Date: �� RONALD DEPUTY DJREPARKS CTOR F PUBIC WORKS ' MODEL SITE P �x M I CH A E L A. S A N r, .; .. ;;' ';� Q VERTICAL s�q 01 V i\- �1� TRACT NO . 24136 Date Completed N/A lF 0F C p`\F�� R.C.E . No . 090 Expires 3-31--04 R.C.E. No . 19744 Expires 9-30-05 f'foNs19 ,°4�¢ LOTS 2-5 SHEET 2 OF 2