Loading...
HomeMy WebLinkAboutLot 74-83,88-95 Precise Grading GRADING NOTES: �- 'Rp�►D 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PROJECT SITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A r MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. VIA RW P 3. MAXIMUM CUT AND FILL SLOPES = 2:1. F CRE MACE 4. PROVIDES WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVERS HIGH. s Aor�o m t r S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL w� r CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. �F PRECISE GRADING PLAN CROWNE HILL CARLYLE PHASE 1 TRACT NO 23143 8 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN fnoPICo CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADINGLOTS748388 Ro' PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 7 Hnr. rr PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. TO sm cow e. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. VICINITY AP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS NOT TO SCALE INVESTIGATION BY PETRA GEOTECHNICAL (PROJECT NO. 241-01 DATED 06--21--02 AND ALL 96 ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY FOUNDATION CATEGORIES ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 95 Expansion Category D f Em Overall Depth of 94 Lot # s p g ry epth o Embedment p THE PRELIMINARY SOILS REPORT. Index Exterior FTG Embedment, Interior FTG 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 from top of slab HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 86 MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR H T � 878 85 1-13 17-25 - EAC LOT. -r 91 90, 8 30-47, 50 53, 69-105 Ve 2Low I 12" 12" 11. C OP T 89 r- Very UT SLOPES EQUAL O OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR T 14--16, 26-29 21---50 GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWNII 12" 1� ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN y 59-62 Low ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 63-68 51 X90 III 15' 21" 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, Medium C� DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. (, 91--130 " r �0 48'-49 N 21 27' High 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL 15 TO BE PLACED, IT MUST BE CLEARED, KEYED, AD � 1 5 9 AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 63 - REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. .�. BACKWATER p,i,„ 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE f 4 VALVE CHART z � STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER .,. LOT LOT LOT AND DAMAGE TO ADJACENT PROPERTIES. Q 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. V 74 NO 80 NO 90 YES ix MIN. .Z I a 8� 75 NO 81 NO 91 NO . 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY � o �- 73 74' DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST �-� 76 NO 82 NO 82 NO I s5 BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3. 2• 77 NO 83 NO 93 YES (± , 5 MIN. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5) SHALL BE PUBLIC MIN. SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES UTILITY 5 C� 78 NO 88 NO 94 YES B B OVER 30' IN VERTICAL HEIGHT. ` EASEMENT MIN. M N. ss 72 2 79 NO 89 YES 95 NO A LA 18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING .. �. PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS �4 a'. REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. �' °"""� i" ^� OW r 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS°. ""`-'� 2' r- EASEMENT 8 OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND 67 78 L + --j I COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL e 7 a_ 5' » '. PUBLIC BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT _ �-�, � ,� UTILITY IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 1 2 - a EASEMENT ,Mph PAD ELEV N 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR A MINIMUM OF 3 FEET. / e 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 68 70 : » EROSION CONTROL BERM 1 " 81D - TYPICAL LOT 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF 77' . INTERNAL IDESIF SLOPES LM THAN 5 ANY CONSTRUCTION/GRADING. �w DRAINAGE DETAIL �� N.T.1 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS - . SECTION ID-00UNLESS OTHERWISE NOTED ON PLAN ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED `- � 20 N.T.S. 4 DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY ,� 1. 5' P.L. SEE PLAN FOR DRIVEWAY GRADE SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 879 MIN. 5. 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. �` z MIN. z 25. W.D.I.D. NO. 9335317203 3FL 2'* FOOTING EMBEDMENT MIN. DEPTHS SHALL CONFORM 26. SEE APPROVED "WALL AND FENCING PLAN' FOR YARD AND PERIMETER WALLS AND FENCES '►� �� '� 46 �� � � TO 97 UBC SEC. 18061 -- m m REQUIREMENTS, I.E. 12" ,� `----_ FL 3' MIN FOR 1 STORY AND EARTHWORK QUANTITIES: ��� f ; -» _ r .� MIN. ,� ?40 1 g' MIN. FOR 2 STORIES. • CUT = 900 CUBIC YARDS (50 C.Y./LOT) 40' 40' 40' FILL = 900 CUBIC YARDS 50 C.Y./LOT) A. _ ••. 2X MIN. �' MIN. PAD ELEV. DROMHU MHTMW- YARD SETBACKS:LEGEND � 20X MAX. AC �-- ASPHALT CONCRETE TF - TOP OF FOOTING FRONT: 20' TO FRONT ENTRY GARAGE 2' BENCH REQUIRED IF SLOPE HEIGHT IS S' OR GREATER 2X MIN. BF -- BACKFLOW PREVENTER TG -- TOP OF GRATE IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 20X MAX. co DF _ DEEPENED FOOTING TW -- TOP OF WALL w 10' TO SIDE ENTRY GARAGE OR LIVING SPACE • _ • DW - DRIVEWAY ..,...,. .w,. ... _.,..., _ TRACT BOUNDARY - •�- \ SIDE: 5 ATO INTERIOR LOT LINES SECTION A A FG - FINISHED GRADE 10 TO RIGHT OF WAY ON CORNER LOT FL - FLOW LINE -- RETAINING WALL INDEX MAP REAR: 10' TO REAR LOT LINE N.T.S. BY SEPARATE PERM W 5 P.L. S FS -- FINISHED SURFACE C --- 0 w GB -- GRADE BREAK -----W-- -•� FLOW LINE 50 ____ 25 Q _ _ 50 1� ? MIN. MIN. z v GF _ GARAGE FLOOR J .; HP - HIGH POINT T - SLOPE (2:1 MAX.) GRAPHIC SCALE: 1"= 50' F•L• INV _ INVERT -- T NUMBER PLAN 3 15''20' �- W ©� 'cc' 10 MIN. TC - TOP OF CURB 90 LO U BER ply 2 2 627 SF p.L ? m 3 FL .o I m PLAN 4C - HOUSE PLAN TYPE PLAN 1 2,493 SF CONSTRUCTION NATES' MIN. �^ I FL FF=1109.67 -- FINISH FLOOR ELEVATION 2,194 SF Q CONSTRUCT 4` NDS ATRIUM GRATE' (SEE DETAIL A. SHEET 2) r _ PAD=1109.0 -. HOUSE PLAN LEGEND MIN. �_: -;�.-.:.:::: 'y PAD ELEV. MIN. � � A PAD ELEVATION PROPOSED 2 x .r PCC V DITCH SEE DETAIL A, SHEET 2) I M z NTS FOOTING TO BE1-4 a PROPOSED r CRY OF 1L�MECULA STANDARD RETAINING WALL I z PAD ELEV. EXTRA DEPTH OF BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING WALLS OVER 2'-D" HEIGHT REQUIRE SEPARAI'L� PERMR". 10 PIANS (TYP) �� ZIr Underground DIMENSIONED ON PAD ELEV. r9 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 4 .f r� MI�y 2X MIN. MIN. 2X MIN. Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELUPER: a � soue,am cdHorr�r CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN � 20X MAX. 20X MAX. A MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS PAD ELEV. _ • N COM: TOLL FREE LENNAR HOMES SECTIOWOB B 1 -800 7 CHAIN LINK FENCE, 21'x 16 AROUND S0. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 24800 CHRISANTA DRIVE PAD • _ • OF P.P. (NO.#) 94 N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SECTION C C 2X MIN. N.T.S. LD03 198GR 422-4133► FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. MISSION VIEJO, CALIFORNIA 92691 N.T.S. 20X MAX. 0 _ t�1O WOM Mc DM BEFOW You M ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 598-8547 LD 3 1 49 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE AS NOTED CITY OF T N Mws REWsE ra►P OF scawE LOCA nav, WALL Loc, nav ESS�, / i DEPARTMENT OF PUBLIC WORKS Drawing No. m CO"t"�Or .t(-dj LOTS 88 1HRLl 95 , �'` PROFILE SCALE RECOMMENDED 0T DATE. ''�� Inland Empire Division h�epec,bar 53613 1 22M Cadw *wm% Sub 3W Manm MMN�% CA AST--9�0�4 (9019) MY-W34 � SEE ABOVE ACCEPTED BY: DATE: z2 03 PRECISE GRADINICU11- Date ns ared Under Supervision Of RONALD J. PARKS G PLANS a DEPUTY DIRECTOR OF PUBW WORKS 23143--8 Co r Date a'I- 2l-�3 DRAWN BY: Ks PHASE 1 TRACT N 0. � R.C.E No. 5 3 Expires 06-30-OZ DESIGN BY: MM R.C.E �. 19744 E LOTS 74-83 ac 88-95 Sheet of o CHECKED BY: - � �� -- .- 2 0 ,r 5 r FOUNDATION97 9s 99 1oi '- CATEGORIES PAD-1262.4 P� 1263.9 100 PAD-1265.7 102 �Q PAD-1265.2 PAD-12M7 PAD-1264.5 Lot #'s Expansion Category Depth of Embedment Overall Depth of tC` ■ ■ ■ ■ ■ ■�■�■� ■ ■ ■ ■ ■ ■ INIMMIN ■ ■ TYP Index Exterior FTG Embedment, Interior FTG 4 ' ' 45.29' 44.91' 44.90' 49.16'1 from top of slab �'�''•) Is f 1-13, 17-25 0--20 I 30-47, 50-53, 69-105 Very Low 12" 12" r / ,) I r i IQD • I40 - 14-16, 26--29 21-50mi 59-62 Low 12 ,� � � I n � I I " g 96 '' k I I 1 � � I 2 � PAD-1249.3 k'1• �. _ 3 1 QJ 63-68 51-90 III - c 95 Medium 15 21 V � _ FG FF-1248.90[-_,D4s �44�5 "' .r 48-49 91-130 IV 21" PAD-1248.4FL Ft " �;� � "°"� ~ '� 4. ' "�`' ,mac. ti,�? � -. High 27" 94 7' / FF- 248.00 93 FFL L o t .� 41.8 P 1247.5 PLAN 3M N � FF-1248.20 92 _0. DF D' , 87 / , PAD-1243.0 a ( 2 r , j _ - 4 PAD-1245.7 � FF-�245. � I 91 ;; 90 ss s9 1244 •a ,;. Puw 3R - pF PLAN 2 .. PLAN 1 FF-1244.401 c _1.243.'10 'LAN 3R k DF J1243.9 PAD- 43.0 r' K �-1243.0 PND-2242• PAD-1242. l I ,•� T , , 100 GB- v � I N -FL � �1 �� �'ri.r �• .s , � �+ .I 1.15' (✓ S w7 1 55.00@ 4.00 + •. + .- r .. y 1+ N O ��'pp r -+ r N 1 ♦ '` •a. O A t S 111 + lC rC'S +v + a► .1j�� 'S o► °.I S "" ----- ' a " S -- S .. ._A 0,r - - - W_ AD TUBULAR ------- STEEL PENCE PER , W FENCE AND WALL PLAN 3. .A W TOTAL FENCE & WALL HEIGHT �c • � y z4a &I TZ - NOT TO EXCEED 5 C _ _ k • COL OR TO BE DETERMINED r n. BY OWNER y 1.0 rn. --- 83 2 g , / 4 a Ai 2 tea, PLAN 2R ,y�� 0 $�► I 1 7� FL ) FF-1243.60 �� PAD-1237.9 8" CITY OF TEMECULA STANDARD .-r � PAD-12431 � - Z'1 C6 73 74 RETAINING WALL. HEIGHT AS p 7w 4 ,, , - ` 4.6 e PAD-1246.1 �` PLAN 1 a 7.99 SPECIFIED ON PLAN w �Q FF-1243. 0 --- 4'• N kN 9 a :..w.. ,;...:4 2.0% Min. PND-1243.2 r " �I � D HALF LOT WIDTH HALF LOT WIDTH 1 1 7 CL 16- '� 7 44� L 16.0` w 3 n � PAD QUARTER QUARTER QUARTER QUARTER `` r' 709 _ �tiyG �U 4 1. 2 --- n: ---�------ k _ .0� Abh121 91;- 1 u •t C 3" THICK LOT WIDTH LOT WIDTH LOT WIDTH LOT WIDTH TF PCC V-DITCH , = m_ F99.14X ?y O 1 83 "�►• r T' KO f 75 - 3.tax, k Go CL rl: 8.87>r PLAN J _ L PAD-1236.3 VAR/ES �r � �� Q �► \ '7L 72 k31 PLAN 6.16 ' N 1 7 FF 1243.90 0% Min. 's',p •-I' '�� �' 1 Z �' 1.5X PAD+ 1246.7 Q- FF-1244 00 �'" 1- PAD-1243.4 $ + '�- o p4, 20. 'ell --- ----�--__- --- --- --- --- 2.0>r Alin PAD-1243.5 Or '� .� c'? 1 Min, . LAR STEEL FENCE PER 41.62-}'I'' •gym' Tc w FENCE AND W ... TOTAL FENCE d� ALL HEIGHT �� '�► A10 76 x" '`•�' � � � M"'- 9 �.�. '� 2.0% A6n cb / FF-1244.20 84 .2. PLAN 3 NOT TO EXCEED 5'-6" Q 33 FF-1244. � •� `` k 20 RAD-1243.7 PAD-1234..5 COLOR TO BE DETERMINED '•, 71 41.74 BY OWNER 4" NDS ATR/UM GRATE, 72 PAD=1247,2 �� PAD-1243.7 " .5 N TC OF 3. y MODEL OR + c, v 8" CITY OF TEMECULA STANDARD L 1� 6. 3� 16 0' 9 Kry o r `„ 1.83c L RETAINING WALL. HEIGHT AS APPROVED EQUAL DW 1 _--_ Jo 1 �"• TC ros SPECIFIED ON PLAN � o � 1LJ 1-O"n: 'off 1 4" OD HOLE IN BLOCK. INVERT �• - -- --- __ • �:ra OF PIPE TO BE SET ® .30 ABOVE PAD FINISH SURFACE �j .�� �� � PAD=XX.X 4 �- SPLASH M 6.79 PA PAD '� �, ■ 10 ,�;� 77 N -r 'A so INDEX MAP 3" PVC DR PIPE 7 0 22 M 3% �y �� a. ,fir '� PLAN 1 k FF-1244.30 15 30 e0 PAD-1247..5 �,5 FF-1244.40 � S A , R/W HP_FL PM•1243.9 PAD-1243.8 y11 - _ .2 \� GRAPHIC SCALE: 1"=309 � '� DETENTION BASIN - 78 - -� ►' PLAN i j = k ' 4 FF-1244.50 79 H PAD-1244.0 I I PIAN 2R m 69 i FF-1244.40 RETAINING WALL & DRAINAGE DETAI A PAD-1247.8 �• PAD-1243., ,r RETAINING .WALL_ & DRAINAGE DETAI B N SECTION \\ W VIEW PLAN VIEW N 2 _ _ \\ l7 22.52' k3• ' -• L,839.52' W L-134.x, --- --- L-128.01' o 3 ~ r ' �•■■�■■�„�,� ■ ■ =MUM �, �► �' CONSTRUCTION NOTES: 0 CONSTRUCT 4" NDS A TRI UM GRATE (SEE DETAIL A, THIS SHEET) 1-4 �2 PROPOSED 2' x 3" PCC V-DITCH (SEE DETAIL A, THIS SHEET) cn z © PROPOSED e CITY OF TEMECULA STANDARD RETAINING WALL. WALLS OVER 2'-O" HEIGHT REQUIRE SEPARATE PERMIT. 3 A N LD03-- 198GR W I CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: LD03- 149GR The Keith Companies PLAN SCALE � RE CITY OF TEMECULA a- Contractor VISE TOP OF SLOPE LOCA PON, WALL LOCA 770N �#Essic� 1"=30' a ?.✓ DEPARTMENT OF PUBLIC Drawing No. W 7-zk• LOTS 88 7HRU 95 ���- Aw! s inspector Q� �� - Inland Empire Division PROFILE SCALE RECOMMENDED 8Y, pq�; WORKS SEE SHEET 1 53613 ° cOdw Sufte 3DO Abw ►b,, CA 9M-904 Date � � 06/30/07 (�) b"�3-Q234 ConnModPla P red Under Supervision Of ACCEPTED BY: RONALD J. P KS DATE: PRECISE GRADING PLANS w Civic �� 9 Date _.._Q7`Z/-CS r. _ DRAWN BY: Ks aEPunr aREcroR of PUBL�c woRres PHASE 1 TRACT NO. 23143-8 R.C.E No. 5361Y _ Expires_ X-30-07 DESIGN BY: MM R.0-E No. 197" 9/30/05 LOTS 74 - 83 AND 88 - 95 a CHECKED BY: MW Sheet 'Z of 2 0