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HomeMy WebLinkAboutLot 63-85 Precise Grading B PRECISE GRADING PLAN P.L. , W PLOT PLANS LEGEND TRACT NO . 23267W U Q FINAL V) FIRE HYDRANT 24 VERANDA STREET LIGHT --� 0 ATO CITY OF T DEEPENED FOOTING (DEPTH AS NOTED) F-1 N IT I MODEL DESIGNATOR 3 R FINISH FLOOR - PAD ELEV. 0.5' R FINISH PAD ELEVATION 5, B � 5 MIN. BLDG. DIS ANCE VARIES / MIN. A A / — FINISH FLOOR ELEVATION F.F.0. BLDG. TYPE t I ry A GARAGE FLOOR ELEVATION G.F. FINISH FLOOR _ MIN. — �/ �- — 84 es " � z — �— — — / 82 83 HIGH POINT HP z PAD ELEV. PAD ELEV. 0.50' .2 i 9. °0 s1 MIN -FMN / - '� / / � 76 " 78 s �,1 DIRECTION OF DRAINAGE � \ `OS 63 69 68 67 „ 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) — Z � I1 / 71 �. C) SEC ON B—B �� `\ 74 73 „ LOT NUMBERS ON THE INDEX MAP 92 0 .." �, ,� x " °+ '° INCLUDED IN THIS PLAN p L� N.T.S. \ � / ,- ,� �+ is Z \\ \ 17 1° x CORTE TACIUITA w \\ \ / s7 LAJ 44 atW 46Is 43 49 LL-O 1. 21 t K x s4 al r = Z7 N 07 N 9 101' r o \ N w, GRADING NOTES GARAGE FLOOR-_ \ ` \ \\ e, � T A 1NE5 PAD ELEVATION \\ \ / \ \\ � \AA SAS 107 1b 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, AS Ies 10' \\ — \\ 112 AMENDED BY ORDINANCE 457. ,j 5 M11" . 5 MIN. \ \ — \ 17 "• "' 11� lu J+ m Iva "' A 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1T. DRAINAGE W �u VIA MO TEMEC�- SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF ± Z Q 1TYFI' TYP �, 4 2' FROM THE TOP OF CU T OR FILL SLOPES. M 3' MIN. 3 MIN. 3 °' p FINISH FLOOR29 MI 29FINISH FLOOR 3. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ► — , MIM. _ s ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND G.' Ln W N 209 MA 2py , WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. <<c• W PAD ELEV. 0.50' _ 0.50' PAD ELEV. L 4. FINAL COMPACTION REPORT VMLL BE REOUIRED FOR ALL FILLS GREATER THAN N 1-6- ONE FOOT. R/W LINE 5. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 N HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL S CTI ON A— A INSPECTION. N.T.S. INDEX MAP PHONE: (714) 694-6411 6. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. GJ�O TYPICAL LOT GRADINGSCALE: 1" 200' 7. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS F THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. SCALE 1' = 10' S. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 9. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. N ESTIMATE OF EARTHWORK QUANTITIES 1 R 2R 3 �'�► �o RAW CUT 575 C.Y. CA _ RAW FILL 0 C.Y. S/ TE STA 9 .QWNER/DEVELOPER A TYPICAL BUILDINGS q �N�P RO SCALE 1" = 30' BENCHMARK DESCRIPTION PRESLEY OF SAN DIEGO pale round Service Alert� y ELEVATION : 1052.514 15090 AVENUE OF SCIENCE WOLF VALLEY NOTE: SEE ARCHITECTURAL PLANS FOR FOUNDATION DIMENSIONS SUITE 201 p LOOP RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 1/2" BRASS NOTE: MAINTAIN MINIMUM 18" WIDE PLANTING AREA BETWEEN DISK IN CONCRETE CYLINDER. 3.4 MILES SOUTHEASTERN ON HWY. 79 SAN DIEGO, CA. 92128 Call: TOLL FREE BUILDING SIDE AND FRONT WALKWAY FROM THE INTERSECTION OF MAIN STREET AND FRONT STREET IN 619451 -6300 TEMECULA. AT SOUTHWEST CORNER OF THE INTERSECTION OF HWY. 79 VICINITY MAP AND MARGARITA ROAD. 109' SOUTH OF THE STREET CENTER LINE OF 1 -800 HWY. 79 AT THE NORTHEAST FENCE CORNER OF 6' CHAIN LINK FENCE 422-4133 NO SCALE AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE CORNER. TM WORKM DAY'S WFORE YOU OIG RECOMMENDED FOR SEAL CITY SE 4Es APPROVED BY DATE 1� 2 TRACT NO. 23267 — FINAL SHEET NO. APPROVAL Q114 SOON CROSBY Engineers Planners Surveyors MEAD 5650 E1 Camino Real. Suite 200 CITY !1F TEMECULA CLAS STAT. DEPUTY CITY ENGINEER. TY CUBA TITLE SHEET Q, Q rm R.C.E. N0. 37254 Exp. DATE 6 30-92 BENTON Carlsbad, California 92008 DATE �e,,,, PREPARED urroER THE SUPE OF: DATE�:gZ & �eeociaT$s (sl9) 438 — izlo PRECISE GRADING PLANS o>• 3 saTs. Me p irvte .rrglnee. signJnp these plans is responsible for aswring the oec„rvcy "`'' ' * +' PLOT PLANS FOR VERANDA FILE No. and acceptabAity of the drso, hereon. In the event of dbvvPoncfes arising oft DATE BY MARK A R. DATE CHECKED BY f �� • !, - SCALE AS NOTED BENCHMARK T — 2 — 81 ELEV. = 1052-514 city approval or during construction. the prfvate engineer shall be responsible f C �I for dVriermini►9 an occeptoble solution and revising the plops for approval by ENGINEER REVISIONS CITY ALEXANDER W. UROUHAR r• FOR W.O. • the c1ty DESIGNED BY DRAWN BY CHECKED BY DATE 1/F �`,! DATE SEE DESCRIPTION ABOVE FOR No. 30958 EXP. DATE 31— 4-10-92 OV5PPTS.DWC J / / O GNW A � o N145. 86 i /4s• �, 84 lei 45 p0 (049.7) (1049.7) 2 (1049.7) • 45SCALE: ( 1049.1) a 5 Op QO ( 7049.1) 45• + \J A 79 i 1048.7) h A5.0o 0 Op � 0 77 FCG�7/ 45 0 � ' �.-�. 1048.2) /„ 4S 7 F f *'53 5 1048.2 4a3 S 2AR S 1 Ba 1047.8 0 30 60 90 1 41$ 1047.8 0 1( 047.3) of � �F 4�a J 0 94 9 p (1046.9) - r 4 3 (1049.9) GF J (10 64 9 fi � CG3) (146) 1. (1049.3) - (1046.4) `' OS ��' 63 _ Vie' .8 - 1 6) GP k ) 6434. sk p. (1048.8) � .$ 39 s2 gj (1048.4) �6 :9 _ 65 o S -74 39 ) 4,.9 + 66 4S + 3AR 1047.9 67 4g 00• 38 of 4 5 3B FF '►a'► 68 ao' 37 / 3 3CR 1047.9 f f 413.4 69 •S' 36 + o / of ' + (048.o) 70 45 35 0047.6) 61 X047 ) 5S 26 ti w - 71 , 34 (1'o4 - / 1047.5 172 33 N $ 73 (1 ,� X047.2) 046.6- ) w \ 45 a+ ,1= J o g2 03 046.7) (1046.6) .�.� 74 4500' (104b.7) r0 4 6.1' \ .� '► S 66 18 ?• 38.17' (t 046.2) (1046.1) (1045. 1\ '�!j ��� 17 0 31 7�09.96' 26.20 9 �j \� g 56 �j. 00 10.32 37.16 17.87' 24.43 �?Ej �, 28.11' CoR TE TAQ- - (I045.9) g8?8 v� �44. o 1 4 6' 16 nderground Service Alert + + + + Call: TOLL FREE 1 -800 422-4133 M WORMO DAYS BEFORE You OAC RECOMMENDED FOR SEAL CITY SEAL APPROVED 8Y DATE b 2' 12 CROSBY Engineers Planners Surveyors TRACT NO. 23267-FINAL APPROVAL Q�IQ E SIO^, g � � y SHEET N0. U G �C DouGLAS STEWAof DEPUTY CITY EN N Y MECULA CITY OF TEMECULA ' MEAD 5650 El Camino Real, Suite 200 +� Wvim+T R.C.E. NO. 37254 EXP. DATE 6-30-92 BENTON Carlsbad, California 92008RANDA - ��"",ASE ZB cc lk "958 PREPARED UND M SUPERVISION OF: DATE & ARSOCIAT11 (619) 438 - 1210 LOTS 71 - 78 of 3 sHTs The private engineer signing these plans is responsrb/e for assuring the accuracy DATE PRECISE GRADING AND PLOT PLANS FILE NO. and occeptabAity of the design hereon. M the event of discrepancies arising offerDATE BY MARK APPR. DATE CHECKED BY ♦r 7� \- L SCALE _ 30' BENCHMARK T - 2 - 81 ELEV. - 1052.`514 city approval or during construction, the private engineer shall be responsVe ENGINEER REVISIONS CITY fJ (,''V \�' ALEXANDER W. URQUHART for determining an occepto&e solution and revising the plans for approval by .4 '� SEE DESCRIPTION. SHEET 1 FOR W.O. the city. DESIGNED BY DRAWN BY CHECK D BY DATE if OF AI��Q� DATE C R.C.E. NO. 3Q9Se EXP. DATE 3-31-96 5 /8j/92 OV59PPLN.DWG 1 ' o /• ��� 3 ' 87 \ S 00 • ` � t 1049. A5 0 o �► 89 SCALE: t 30• �'r ' � _ � ► `�= 2 ^ 1049.7) i 5° /� 1049.7 S °'- � 45 00 82 1049.7 49 1049.1 '1 0 6 � t9 N 4 00 80 H �* iS 2CR 3 � Cl�49.7 "�� 4� � r'-.► s Z - 1049.1 � �-�" 79 F f A9 D F 49 2 1 . oa• ��� V . 5 i 3AR .9 - ,/'�► 45 DO 78 FF A8? 1048.7 5. 1048.7 4,500, � % of _ 30 60120 /- - 45. 77 S' 2 B R +-99 1 s' � 1048.2 76 (1049.3) A 1( 048.2) pF O S dF a• + J / 75 g �� / C1O 4 7.'8) - - 1047.8] .� �� - •g 9 4.66 GF p t 1047.3) R � - OS ^ 11 • 1047.j ` c 1i 3 �°�� �9 3 49 3BR 5 1 A 7 � � 7 c t 0 6 9, 0 3 5 1049.9 t 1049.9 " • S � 4 X yo 7 4 �• a 8 5 1049.3 9 a AR > ¢3 �• � of 3BR 5 1049.3,)5.!; �. S. S 1048.8 *'- 64 � g.4 � 1►9- S J' 01' 62 0 9) 3AR 1048.8 65 `b. o 1048.40.r' 3 r J, o �, 9- '� 39 -� 10 4 7.9) ��Q W / J 1048.4 38 o � o 0 67 ♦S t'� -, �q o (1048.9) � i i g '�� N•Nr 89//0475] 4S- 36 + + C1048.0 0 ) 61 --1 70 4s. •g X047.5) 35 047.6) - � - �� 7134 C1 ..� X04 45 83 3G �' 1048 4) (1047 72 4S 1047.2) a, J 1046-6) 33 1( 047.2) �,- sb .11�. 4'S (1046.7) 60 X046 6) 7445 p (1'04 6.7) s `�;' 5.6 18 �'. 38.17' C1O 8.4) All0 2) 24 Ro 2� 000, 3 .0-00 17215- 59 9 56 1j• 00 10.32 37.16 17-87 2443 9.96' 6 C1 47.9) -� Tp,Qu1TA_ .� COR nderground Service Alert Coll: TOLL 1-Boo 422-4133 Iwo woRKM DAYS BEFM "U as K�PLACE RECOMMENDED FOR SEAL CITY SE fEss,oh APPROVED BY DATE - CROSBY Engineers Planners Surveyors TRACT N0. 23267-FINAL ' SHLL1 NO. APPROVAL 9 "1114 MEAD 56501 Camino :,eal Suite 00 CITY OF TEMECULA AS Y WART, DEPUTY CITY ENGINEER, Ci 3 COLA E 2 WQ 37254 B E N T O T Cartseed, California 92008 VERANDA PHASE 3 R.C.E. M0. . 639 "0 9d a 7-=1 SUPERMSI 0F: DATE Is- - & ANISOCIATWO (619) 438 - 1210 LOTS 63-70 & 79-85 3 DATE �� l-�l-� FILE N0. the pri b}e wV*-Pew s gnbrg Mese Obns is nmipe"wbir Mr assuring the oecwocy ♦t * �/Mr GRAD94C AND PLOT �� and occpfob�liry o1 the design hereon. in the e►+mr o/ discrepancies ortsin9 ort DATE BY MARK APPR. DATE CHECKED BY Jul L,✓tY{�. �! SCALE 1 " 30u BENCHMARK T - 2 - 81 ELEV. = 1052514 V_ `" V i� V1 city spprowol or during construction. the private enginew shaft be responsible ENGINEER REVISIONS CITY ',J �� ALEXANDER �'!. URQ��HART I for the dermining an acceptable sohrtion and revising the pions for approval by DATE ` �� Al,�� R. NO. OA �h- DATE C 1] �� SEE DESCRIPTION, SHEET 1 FOR W.O. city. DESIGNED BY DRAWN BY CN CKED BY J 8 OV5CPPLN.DING