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HomeMy WebLinkAboutLot 23-29, 107-119 - Precise Grading B PRECISE GRADING PLAN PLOT PLAN LEGEND I in �i? FIRE HYDRANT Dol �N STREET LIGHT (TEMEKU HILLS, UNIT NO. 4 - TEMECULA TRACT NO. 23371 -4C MODEL DESIGNATOR 1 41-1 i LOTS23 .�.■�. 29 AND 107 �il 19 X 6Q 9 1X FINISH PAD ELEVATION 175.5 I A nNISH FLOOR = I L 35 I PAD ELl + Q7' I FINISH FLOOR ELEVATION F.F. 59 5' �• 35' GARAGE FLOOR ELEVATION G.F. A A x ' :, � _ 40' �' HIGH POINT HP BLDG. TYPE 22 21 PAD ELEV. �_ ,. •�r,r ;,f r '� 20 ,. ,, FLOW LINE FL 19 . '"�"" in ai 18 0�' f., ,�� � CO FINISH SURFACE FS +t 1! 0 17 pR� 33 ,' 16 - _ 2 %'r -t DIRECTION OF DRAINAGE �. 15 35 oo 34 fit^ 32 e R21 14 36 C� LO 13 38 37 66 31 `" 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) � B5 �cr 30 o '2 39 64 �� /yq 0°00 11 I 11 63 �<cQ' 67 r 00 C J r r•r' 41 62 OQ' 68 1067ao = 9 42 ssGARAGE .� GRADING NOTES IRONWOOD I I PHASE 6 PAD ELEV.++0.2' 8 43 60 70 > 44 59 71 7374 75 ,�`.f :; 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING 6 4, , J CODE, AS AMENDED BY ORDINANCE NO. 93-04. r r'.j'/PF .: �F f/ 5 45 58 £A G 72 76 x O LF COURT /! , . 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. DRAINAGE SWALES � 4 ��, 47 57 83 82 8, So 79 78 77 ' '' 35 SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE >- 3 Q / r. , , c 2 PQM 48 56 �<v ,; ,x 35 TOP OF CUT OR FILL SLOPES. 55 84 35' 50 54 85 so 92 ref ,f.'�,, �, 4 3. MAXIMUM CUT AND FILL SLOPE = 2:1. R/W 53 86 87 88 89 .!° ��' 104 Pv�fR 93 ��'� r�°.�"�` ,,���` 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER s�DEwALK 52 O� 103102 CIRCLE 94 �'r,f;I ,,f`,, % r 3ALT 45 WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT 100A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. 51 99 98 97 96 95 r y Trill, ' ;, L6 (V N rfr r ( n OR OR 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S ENGINEERING "1 78' 00 � � GRADING IN ACCORDANCE DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH G D G ............... WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. -WPICAL LOT RADIN CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. SCALE 1"=15' 10 INDEX MAP o 3-CAR 6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. cv GARAGE - 14- 00 N.T.S. 4 00 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY 1. SOILS INVESTIGATION BY OWEN GEOTECHNICAL- DATED MAY 4. 1988 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED SETBACK PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. PER PLAN HOUSE TYPES ENGINEERING DEPARTMENT PHONE: (909) 694-6411R (5' MIN.)1 9. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO MIN. (SEE ARCHITECTURAL DRAWINGS FOR COMPLETE 1' MIN. FOUNDATION PLANS do DETAILS) OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 3' MIN. 3' MIN. R u T_ PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 FINISH FLOOR 29a M! Z°1� MSN• FINISH FLOOR r PRIOR TO THE APPROVAL FINAL . 219° MAX 21go MAX DISTANCE VARIES 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF �# - � �� PAD ELEV. BLDG. PAD ELEV. ESTIMATE OF GQUANTITIES WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 8 6" MIN. Q.• SITE CUT: 500 C. 11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE .Y.10' N ��� CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SECTION A-A FINISH FLOOR MIN. FILL: 500 C.Y. SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. �s' �� c, 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE N.T.S. PAD ELEV. ,,, 29, 1qo N11N, oti sp -9,Q�T STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING L8 Sq M/N. 5% MAX A WATER AND DAMAGE TO ADJACENT PROPERTIES. MAx oR •� p,I.�FORN� 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ASSESSORS PARCEL NOS. 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, �cq3- 90-001 THROUGH 004 ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE SECTION 13 ,� B ��� 953-290-043 THROUGH 049 PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. SETBACK PER PLAN SETBACK PER PLA N.T.S. o = 0 953-300-001 THROUGH 009 15. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) R ti = SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND � FILL SLOPES OVER 30' IN VERTICAL HEIGHT. MIN. N11 3' MIN, VARIES 2' 3' MIN. �-� BENCHMARK DESCRIPTION 2% 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT - 1� MAX U` -79 DESCRIPTION: 2.5" BRASS DISK IN CONCRETE CYLINDER 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, FINISH FLOOR 2 �21% MIN COPE 8» sTq N`GNwp,`! LOCATION: NW CORNER OF INTERSECTION OF RANCHO CALIFORNIA ROAD SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTER; ' • COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT � ' S VARIES TREES, 20ON CENTER, PAD ELEV. MAX Z•� A WITH MARGARITA ROAD, 1.0 EAST OF A 7.0 HIGH C.L. SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 8 FENCE, 40.0 NORTH OF A PP (NO NUMBER), 94.0 NORTH U.P.C. CHAPTER 10.R. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. ALTERNATIVERECORDS FROM: COUNTY OF RIVERSIDE B.M. T-29-81 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. _ ___ VICINITY MAP ELEVATION. 1128.410 DATUM: M.S.L. SECTION Alillillllllllllllllli�A FINISH FLOOR N.T.S. 8 NO SCALE 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. (FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5') PAD ELEV. 2,%' M,N ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 8" 2 MAX LEGAL DESCRIPTION 19. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. OWNER D EVELOPER APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE FDEPTH OOTIN�PERDEEPENED LOTS 23 THROUGH 29 AND LOTS 107 THROUGH 20. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS Underground Service Alert SHEA HOMES OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE FG 119 OF TEMECULA TRACT NO. 23371 . 41 10721 TREENA STREET PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW ACCORDING TO MAP THEREOF RECORDED IN AND APPROVAL. Call: TOLL FREE BOOK 223 OF MAPS, AT PAGES 1 THROUGH 9 SUITE 200 21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING C1&013BY Engineers ■ Pknners Surveyors I N CLU SI VE I N THE OFFICE OF THE COUNTY SAN DI EGO, CALIFORNIA 92131 WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT 1 -800 SECTION C�C REQUIREMENTS. +�� 422-4133 BEAD 5650 � Camino Real, suite 200 B E N'T O N Carlsbad, California 92008 RECORDER OF RIVERSIDE COUNTY. TELEPHONE: (619) 549-3156 N.T.s. de atDOCza2`301111 (780) 438 - 1210 FAX: (619) 549-0112 1111p WOMOM DAYS BEFORE YM DKA C❑NSTRUCTI❑N RECORD DATE BY REVISIONS AMD BENCH MARK SCALE SEAL: ofESS1 Designed By Drawn By Checked By Drawing No. � vk AU AU AURECOMMENDED BY: DATE: z /l CITY ❑ TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor ��4 ?Q�,R V* Fti 1111 Horizontal a *1 41- z Plans Prepared Under Supervision Of , �/ .�. ? PRECISE GRADING PLANS/PLOT PLANS W � No. 30958 m ACCEPTED BY: DATE: Inspector ABOVE SEE VARIES a �,p- 3Date-31 � SEE G 1-0-14 DEPUTY DIRECTOR OF PUBLIC WORKS IRONWOOD 1 1 PHASE VerticalRONALD J. PARKS � �, s�q Alexander W. Urquhart N.A. OF ca-\F , UNIT NO. 4 TEMECULA TRACT 23371-4 P.E.PENo. C 30958 Expires March 31, 2000 R.C.E.R.e.E. No. 19744 Expires 9/30/01 TEMEKU HILLS,, 23 -- 29 AND 107 - 119 Sheet 1 of 4 s PP-P6--SI.DWG PLOT DATE: 1-6-99 i i 1 } t i 1 } 1 i t i } t i t i t i t i 1 1 l it t 1 tt t' 4fi.0 39.00' CA 25 O 25 � f •08 � 50• 24 � s FF 1219.5 � 1 1 54.49 t N� - 27 23 t i r �. _ ,A, ~' ►} .7' ' FF 1219.0 .0 SCALE: 1 - 20 22 FF 1216.7 4 R , 0 20 40 60 80 1 ,iK t FF 1218.3 •p' 3CR a r' 1 •0 '� 1218.3 1218.8 ,' 5�95 6.0 0 21 ��15.8 y �F j ....... ....... 3,0' �` �; i 5.0 1, o1/1R ZZS //2BR 5 p U- 1216.0 iw A 4C } a - ;N } GF 1219.0 } 38.2 1 GF 1.218.5 o .6 i 20 t i 1215.1 }� o C3 i 9.1 t u i GF 1217.8 6 } co © i o1216A f i } Od } } GF 1216.2 } ------ 14. F F o 1 ©------ 1111k -- ' 'a 1 ,� �,... -fir X829 ►�co� N i DF 0.4 00 N t coLr 15 -t (0 ! S 9� 20.84' p.S' � 45.37 13;3 �'xC, i 53.8410 ,r 13. ��• .' '�,�,.' cT 2 �` ► �� 57 341 � -- --- ;` 27.60'31 tt rn t • t LA - za.5o 2.�.5�... - 3.5 r - -- 16. 3 tt rA, _._. - 1216. `� 0. . • yy i 41 A31' jp- ZJJ 41 ' ''`'• � ` � 12 $•5 ` �2� �� 28 r 3, rr o 4A 1217.9 ,� •O• 3-t LA- LA 1 too 00 1 ; r LL. N 06 32 �� 4R r F--Q N N S Co 10, [ 1 -- 31 J4 r 29 AAS,•'' � , J'j r�'. - !�. r / 66 J51f 214. I '"` / 654. S r Underground Service Alert 36 f , Carr: TOLL FREEDE NOTES INSTALLATION OF A BACKFLOW CROSBY Engineers • Planners - surveyors PREVENTION DEVICE ON SEWER LATERAL 1-800 MEAD 5850 El Camino Real, suite 200 422-4133BENTON Carlsbad, California 92008 do BMOC ALTM (760) 438 - 1210 TW WORICM DAYS ElEFORE YW D1G LD98� 160GR CONSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D BENCH MARK SEALS o�-SS/ Designed By Drawn By Checked By ' Drawing No, SCALE RECOMMENDED BY= DATE= CITY ❑ TEMECULA DEPARTMENT ❑F PUBLIC WORKS Contractor NZ- ���R � v�p Fti Horizontal a - G Plans Prepared Under Supervision Of ,. , ,,, J N o. 30958 r,, ACCEPTED BYi DATE= 2 'P PRECISE GRADING PLANS/PLOT PLANS Inspector =20 a � . �3,-2000L�L IRONWOOD 11 - ' PHASE 6 SEE SHEET � Date ���� DEPUTY DIRECTOR OF PUBLIC WORKS Vertical * ' RONALD J. PARKS m srq� %-FV, Alexander W. Urquhart TEMEKU HILLS, UNIT NO. 4 - TEfNECULA TRACT 23371-4 N.A. �'�� P.E. No. C 30958 Ex ices March 31, 2000 R.C.E, No. 19744 Expires 9/30/01 Sheet 2 of 4 P LOTS 23-29 AND 107-119 PP-P6•-S2 1-6--99 16 02. --- -49 r , 67 �r r tri / � �. _ P iM CF) N `• N114A --. " rP ,' ; .,, �? NjA 24.5 r D .� i 105 ,/ ----- `� 1226.8 gig, P. P• / r 16 DWY8.0 74 1 „��• 63 3S, / // � 8 107 1 I 7J 1 ` 692• ; .vFLP• , ' " s 8.6F RI SCALE: 1" = 20' ``~ r -�- 2BRR 75 N 108 0 20 40 60 80LAI! M 01 `ti DF=0.3' U1 LAI � ........... 1 8, owe 109 .............................. r �� t 1 a5 76 N o q DF= L11 lip 3 _ �'A �' � � X05 a •..., ' Z5' ��' 'f 3AR i•• 1221.8 4r ' X. CP •�o � 115 110 24.93 , 48.83 �� �N ,�_.- ► -�' 2CR 1 � � �8.1 rr f .0p r 91 - _ CAD r•• + 1 _ J 7 7 _ .- X56 �, 111 I r s GO r r 1 N 1215.3 .-- t 92 90 r � }! r� 0•'O rr �� r DENOTES INSTA 78 -" '� -� �ti LLATION OF A BACKFLOW PREVENTION DEVICE ON SEWER LATERAL 14.05 , 112 .- s CL _ . 48.92' 88 , 89 nder round Service Alert ,� . Carr: TOLL FREE CROSBY Engineers • Planners Surveyors � "�`�00 WMAD 5650 Ll Camino Raul, Suite 200 422-4133 BBNTON Carlsbad, California 92008 &�80OCIiT�A (760) 438 - 1210 TIM rMORKING DAYS BU+ORE YGtJ DIG LD98- 160GR C❑NSTRUCTI❑N RECORD DATE BY REVISIONS ACC'D BENCH MARK SCALE SEA L• oFEss� Designed By Drawn By Checked By Drawing No, RECOMMENDED BY: DATES z CITY OF T DEPARTMENT OF PUBLIC WORKS Contractor Horizontal (0PG Q � A Plans Pre ared Under Supervision Of Z � qQ PRECISE. GRADING P ,. W &I No. 30958 m Inspector ACCEPTED BY1 DATES PLANS/PLOT PLANS 1 =20 a x. 3-3,-2000 Z0 o SEE SHEET 1 Date ~T`� DEPUTY DIRECTOR OF PUBLIC WORKS Vertical * IRONWOOD ( ( PHASE 6 RONALD J. PARKS �' s� � � Alexander W, Urquhart N.A. C CAL\ P.E. No, C 30958 Expires March 31, 2000 R.C.E. No. 19744E,gyp h^es 9/30/01 TEMEKU HILLS, UNIT NO. 4 -- TEMECULA TRACT 23371-4 Sheet 3 of 4 LOTS 23-29 AND 107--119 PP-P6-S3 1-6-99 r r r rte*' -61 rrr ° i rrr r rr x'10. rrr rr,r �� 1 rrr tl rr. 91 + r �r..r 92 " r,r �ry 4Y �, t r r-;LAS 1 10S 9 `� ' ° r Olt r r \X 1 �i 112 /2BR 1211.9 " OA AN P 1205-95 ,.� �;� FS Aft oo f, \r rrr _ �• r \ SCALE: 1" = 20' --_ `. ° r-' 4C R ' •°Z 0 20 40 60 80 1202.61 FS \ s N* 01. � - 00 r / / C� 4AR Co CN ,�' 1205.1 �� 1218.0 \ , f �, 1199.8�FS FS fi~,, 91 114 ti 19 126.32' off, F \. " O� LL %K- If r 1202.1 115 ` � '� . -�• ` .•.rR... . \ �` 04 O .° ,gyp,• `" ; 116 S t �• 4B R - ` NK 1199.5 W ` 01 k94.\ off, _�f° ` � ✓; �o� ,;,'�� V I 117 �i 1 00 - z N f 3AR ✓ �' ` 6 1197.5 95 ` �A IIS `� 0 2BR ✓✓E �' , .�"� _ If ✓ 1196.2 I I✓ /I 1i II r �� ` Iz- A 00 s r I I A ✓ r r ,S�' ✓, ✓ ✓r -tel 1; 118 '��' ✓ � , I, ✓� 0 1 f ✓ . II o- 9 ✓f `1' 6'9 If 119 f ✓ s � f Underground Service Alert F Call: TOLL FREE � DENOTES INSTALLAT�oN of A BACKFLOW CROSBY Engineers Planners Surveyor r� 1 -500 MEAD 5650 El Camino Real, Suite zoo PREVENTION DEVICE ON SEWER LATERAL 422-4133 BENTON Carlsbad, California 92008 �aesvo=,�a�as (760) 436 - 1210 TW � DAYS BEFW � o� LD98�- 1 60GR CONSTRUCTION RECORD DATE BY REVISI❑NS ACC'D BENCH MARK SCALE SEAL= eRoFEss/ Designed By Drawn By Checked By Drawing No. �o RECOMMENDED BY, DATE: &Zff— CITY OF T A DEPARTMENT OF PUBLIC WORKS � p�R V,� F2 Contractor Horizontal PG z Plans Prepared Under Supervision Of _ No. 30958 '" 1� 9 PRECISE GRADING PLANS/PLOT PLANS �• W � � ACCEPTED BY° DATE= Inspector SEE SHEET 1 � �20 � �� 3-a,-2000 � ���� ��l' DEPUTY DIRECTOR ❑F PUBLIC WORKS Date IRONWOOD 11 PHASE 6 We Cwfkftd Vertical %5�*q CY Alexander W. Urquhart RONALD J. PARKS N.A. �` Cr c��F� TEMEKU HILLS, UNIT NO. 4 -- TEMECULA TRACT 23371-4 Sheet 4 of 4 P,E, No, C 30958 Expires March 31, 2000 R.C,E, No. 19744 Expires 9/30/01 LOTS 23-29 AND 107 —119 PP-P6-S4 1-6-99