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HomeMy WebLinkAboutTract Map 30667-2 Lot 3-15, 39 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, Tract ■ 30667 9 15 215 �T AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. recise Gr ading P1a n DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FORy A MINIMUM OF 3 FEET. HAS 0 S 3 015 AND 39 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . a � r�n �� � te154. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARr� City O a a a carnia STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED � SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL � r ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL L E G E N D COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TOP OF CURB 0000.00 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TC PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH �0 SITE GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FLOW LINE 30667-2 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. HIGH POINT HP 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED GRADE FG ONE FOOT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE FINISHED SURFACE FS I PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 10/23/03. I I VICINITY MAP. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF GRATE TG I I NOT TO SCALE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN I RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN30 6 6 7-2 I*ft/ 1 5 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF FOOTING TF 09 1 4 1 12 1 1 I I 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF WALL TW 10 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 4 HIGH POINT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . / PAD ELEV. -0.1,- MIN. PAD ELEVATION PE 0000.0 / / A 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION / R AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 DURING THE GRADING PHASE. / aK I 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WATER SERVICE "J DAVENPORT LANE " I im WHERE APPLICABLE � GROUNDCOVER TREES MUDSILL SHRUBS, OR A COMBINATION THEREOF / 6 MIN. IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 39 38 / IN GARAGE.,AREAS I VARIES $ AR S*** B (OW1 CRI SICI WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SILL IS 6 MIN OR � DRIVEWAY GARAGE FLOOR * VARIES -- :7 ; y= ABOVE GARAGE 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS - - '.3 / -• � FLOOR SLAB I I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE I I PAD PAD I 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. 4 GARAGE DETAIL FF z z FF 11 5 I I � LOT NUMBER I A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL � C7 IRae ,e APPROVE PLACEMENT OF FILL. 7 /1A\ I I 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION R 8 / I z z ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING �` ( d ~ ao? I Ip 1pZ 1pZ GRADING OPERATIONS. INVERT ELEVATION IE M / / " �r 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW 30 S 6 7-3 / 12 MIN. ABOVE PAD ELEV. / / 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS / ROUND OFF TOP R W ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ENHANCED ELEVATION TYPE- EH / / P/L CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND ILL 5' TYPICAL SIDE YARD DRAINAGE SLOPES OVER 30 IN VERTICAL HEIGHT. AMOUNT OF EXTRA DEPTH / FOOTING REQUIRED O DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION , WHERE. 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXTRA DEPTH FOOTING "�_ SCALE: 1 " = 50' CORNER MEASURED ALONG THE PROPERTY LINE. ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. DROP ' '%; ' .% LOTS INCLUDED - VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED ESUM OF T 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS DROP GARAGE O•X SECTION A-A 10FEET ANDTHESDDSETBACKSE YARD ISTANCEE BETWEENADJACENTIS NOT LSTRUCTURES OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES FOR REAR YARD SLOPES GREATER IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES THAN 5' IN VERTICAL HEIGHT MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1A 1B COMMENCEMENT OF ANY CONSTRUCTION/GRADING. R 1B 1E VARIES *** VARIES *** 6" MIN. VARIES *** P/L 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 6" MIN. PUBLIC RIGHT-OF-WAY. 1C 1A 3' MIN. 1 ' 1 ' 3' MIN. 3MIN. 1 ' 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2A 2B MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. a AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS FG FG FG c° DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 2B 2E v. ` N BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ;:. EXTRA DEPTH 2C 2C LO 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 3A 3B FOOTING ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 12" MIN. 12" MIN. =PAD ELEV---FG STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE WHERE NECESSARY 2: 1 MAX. >_ CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 3B 3E � 55' S5' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 3C 3D 21% MAX. MIN. 21% MAX. 0 2% MIN. SECTION B-B 21% MAX. SECTION C-C 0 co CONSTRUCTION NOTES & QUANTITY ESTIMATE c SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE `O soDETAIL NOTES a NO. ITEM QUANTITY UNIT 0 0) 01 LOT GRADING (13 LOTS x 50 C.Y.) 650 CY 1 w O INSTALL 3" P.V.C. SCHED. 40 167 LF a IZ CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 12 EAN 4 I O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENTn 14 EA o TYPICAL FOOTPRINTto �5 INSTALL 4" P.V.C. SCHED. 40 10 LF SCALE. 1" = 40' C) w UNDERGROUND SERVICE , PLANNING SOURCE OF TOPOGRAPHY iOWNER / DEVELOPER o��l©N . CONSTRUCTION - - BASIS OF BEARING NOTE a ALERT LD04-063GR Z ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. US HOMES BUILDING AND SAFETY 0 647 N. MAIN STREET SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST CALL TOLL � 27565 YNU ROAD,�400 � 391 N. MAIN ST. , SUITE 200 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN j 1-$00-4224133 ' �,CAL -ORPNA 92591-4679 RIVERSIDE, CA. 92501 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. C O N S 1..1 LT 1 N G 909.676.8042 • FAX 909.6767240 ■ www.RBF.com (909) 686-5103 DATE OF PHOTOGRAPHY 10/23/03 (909) 817-3500 APPROVED BY: ` i NAME DATE z TWO WORKING DAYS BEFORE YOU DIG Q J DES I(DIED BY DRAWN BY CHECKED BY Drawing No. o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE Q�p�ESSrp�,� RECOMMENDED BY: DATE: ��� CITY Q F T E M E C ULA DEPARTMENT OF PUBLIC WORKS 4 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH I N ��0 V. T ANF R. BORLAND R. SCHAUBERT J. TANNER Contractor LO CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`� �, Plans Prepared Under The Supervision Of G /? o� o COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: DATE. PRECISE GRADING PLAN O EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED W No.60132 ^' Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE a= Exp. 15/30/04 Date: �� d RONALD JDEPUTY REPARKSCTOR F PUBLIC WORKS TRACT 30557-2 PHASE 4 `r' OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III I +� _ Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL r CIVI _ DAVENPORT LANE Date Completed CONCRETE SIDEWALK. elf ���� R.C.E. No. 60132 Ex i res 6-30-04 R R.C C.E E. No. 19744 Expires 9-30-05 1T` :91W a ELEVATION = 1097.163' N/A �F C A�1 p N0 LOTS 3 TO 15 AND 39 SHEET 1 OF 2. TR 30667-2 18 PE=1096.4 19 17 PE-1095.7 B� 0 13 / PE- 1097.Q C Q 9�,. ( 16 35.19' 30.36, 20 ZG 91.6 TW 4 PE=1097.5 65.33' ` PE=1095.0 91 47 90.9 TF 2 45 21 -Lu FS 91.6 TW 31.44' 29.48' 2: 1 83.22' PE=1094.2 o � vq / 88.3 TF 22.92' 2- 1 MX CO h 91 TW - 2. 1 20.89 59.02' 38 I I ' o 9 TF MA I L80X LOCAT I ON cNn rn 2: 1 _ °' ' • - I Z R LANDSCAPE iD �• - I ARCHITECT'S PLANS87.5 '` - - �r 86.0 .4 85.4 `� I ' .5 / FG ^' _ -- - - ago FG FG � + 2. 1 87 I 86.$ FG L47 87.3 �- ��- '+ - -- - ' RETAINING WALL ry FL Cn FG �.0 } u FG ` I %86.8 _ _ I I BY SEPARATE RM I T / / - -F•P 5 FG FG r� 84.7 5i, 'J 'f o o ? FG 87 5 86.6 N •n 85.2 N 5 FG 84.1 �; 84. 1 I \ o cv - -� FL74 cv � _ - - FG o FG I 1 8 / _� .- F-l. HP LO _ / - - 85.4 K z °n r� J FIG O I o o z 85.8 FG o �, a I / . I 5.75' �'� FL-FP K z _ cv / I TR 30667-2 '8 2.6 N - - � � .5 ST1� � �,� SAL � I / / ' 86.8 5.6'1 _ o z - 1, w I o A `� 5 84.7 A �o z FG o N z .1 4 84.7 FG I •5 "` 00 85. N839 , I / J R 87 � ��lN z FG ( FG MZ _ - FG o z .8 I 86.0 c,; z 1 FL-hp I I 20+62.33 DAVENPORT LANE / � FF = 1�.3 8729. ..- o FG 86.0 FG �' � �--� -z /1E\ =10+00.00 AUGUSTA ROAD PE = ]087. =FG o ♦ _ -FG o N 0 � ® o q INTERSECTION $1. k 5 1 7.8 5' 1B z `n 2B o R / 84. 1 cv� 0 C o 111 0 86.0 85.1 F I . - M z © o z G / EW FG FG X4 r FF 1085.5 ►-4 1 6" FH N 0 /3E\ 5$ GF=108 .7 = PE = 1084.7 84. 1 24.04' / I / ►"� I� FF ' S FG FF 1086.2 k •1 FG / 17 1087.6 r• _o _ o FG PE - 1085.4 / 87.5 87.10 1086.8 r R ( `o / F 'S FSB I k - G I 85.9 � o Q .5 3� ' o FF = 1086.8 N ,- •1 �e �` PE = 1086.0 FG cy I `(7 ' 87.5 CD o k-4 ,5 N 1 I &5.00 85.4 Owl r. 4 . FS-G FG '� I °� .a U_ F F __ 1 / w .+�+ 86.4 86.98 86.$ ca - Q1 '� G i I J •4 84.3 �n ' N G F 1084. 0 / l 0 .� �� FS-GB 5 a� FG I J o 85.7 3 rn � � o _ PE 9 _ Lw ._FL GB 87.5 w (U o � •r •4 `�' ^ � "' _ F - 0 87 8 GF=1087. �'•� FG oo "� _ N o o FG .2 FG•0 1 (a� a = 5 °° 84.88r N ► 083 k. t-' c i 'n n •1 '� o07- FS_GB•2 85.1 5 84.3Ed 01 5• ` FG ��"� / N "�' N L •j o ,ri -8 r 85.8 5 rn k 5 GB 85.411 _FG FG k GFS 1084• ' F FG ao co 83.71 84.6 0 4 / 7 co o ao 86.7 G 10.4 � � ^ o � FG � �t FG •- "� N o k '_• / / BS 4 4 cv 85-25 85, ae ,n FS 0 o v n / .2.q.. 1� S FSS FS 07 FG ca 85.5 84.16 vi ao ,� �' 83.83 v o; - i RM G 82.86 82.71 / G 3 �G 5 10 • 3.$X o 84.54 TG o rFS FS r: 0 4 83.36 TG 83.34 TG 4 �_ FS FS 92-63 8{.1 �1 tiC. M 70.27 4.73 .14 4 65.00 65.00 82 6 I 8 -IE 52. T 's --43_ - .12 I 82.48 , 4. o S 5 S 8.fi ' ' 83 ' • FG.6 30' ET �4� \ \ n -_, 211 � N 10' • 2.OX 12` L:! 12' • 2.OX 1 • 2.0'X LIGH - - / ro �rO 2 2 w w 2 2 W / � �- �- •_ 00 ILA -iv V 4 82.39 39 ,Z N�- v _ -�w TG O p cY�'� co rn n 84.36 TC 3 ,� lc ^ 383.08 TC 83.0�IE 3 ^ 8�, 81 89 I E w / 2� 2 `� -- u - + 84. TC 83.90 IE " N 82.62 IE 0 82.6 ,� o � N ora * " 3 } "o r' N \ N c ---._. 9 83.5 / R=600.00' 22 S` $3 -� n o# o a, �� 2 5 FG Ss 37 Tc s4. o N�► _- _ -- D A VE N P O R N oL1 S 87 I£ 4 �03 S __ - _���� - r� 23 � N�s 24 ��• 82.1 TG / •8 �� ��--�� - 0 �� LANE - " 1 .oX '�' -.� ,, 2.11 TC FG .� �� 1" AV A 3 rC �� 8 N65 44 22 W n ` ?� 3 8 . 4 / 3 FS 27 �`p7 30 SD N 2 12 LF 0 3 N - '- co- n - ---- --. _ _^ O -- 8 82.54 82.72 3 n� o S 2'Oz cv c-�3 - _ _--8- W- - - -- -- - - �G FS FS. 9 / „� -~ `v u v 82.20 J �o F�•2 a5 86. X285` 6 N c�3s eI`•'��' 383. 83.67 IE 3 �- {� ' \6 LF .5 F 4. FS v - �. S F 0� o W 2 r2. 2 _ l l 2 `�' 87.68 5 .^ °' S w ` 85. LF 0 2.OX •2 • 1. , C< PE=-1088.9 ,? 88. C. ni FS-� s M 87.2 4 fi7 TG 8 3 F w 2 w $' •0� �. 4 82.1 TG - F 2 o ai FG E 5.68 TG S '03 " 3 `�,, 81.1 GRANITE 6 FH .13 E 82. � ` 64.03' S S 82.19 / / 4 85.18 CJ IE INTO EXIST FS O Off' 87 n� m� c° o � 36.05 FS 87�,�� _ �5 FS - 28.33 84.43 TG 84.41 TG 46.06 g 05 CATCH BASIN. 1 98 /LATTICE/ �� Fel - 87.4 J 087.9 8 4'9 ] 86 8 4 83.93 I E 3.91 I E 4 ca '� C ,� LATTICE •� 88, `G8 o f 7 1 85.9 e N rn 2 h 8.2 LF / FG 2 �,/ rnn G FG FG FG ° U rn v, FG K -85.$ co X12 �i o� 2 0 12.2X 82.20 82.72 IC1-I TYP " S n N ►n o N 85.5 ',1` 4 .c _ FS FS 2 a, CIV FG 85.2 ^ l / .c4 �` ,.� �• �' '2 N � _ �' � r- ,"'.� N � 5.3��5 `O 5 FG FG � 82- h �.• � $� - HARDSCAPE PER LANDSCAPE I5. .41 -X2 Z 87 ao o ao} 1 3 a " - _ I _ _ •6 .5 'w ' w W.3 �e £ .. � �� 6 FH ARCHITECT'S PLANS o� FG 0 86.1 n .1 .3 _ 85.28 0 Cw tJ 82.30 �� FF = J088•s 6 7 J �� °� ' °� 86.6 FG G F ; 0 85.8 N Fs-GB oM 'p f / FS / P£ - JQ89.° 88. 38 c .4 F --� = G --' FG .5 5•� •2 '088.2 FG 2 R G o � `� - o _n '` 2 E N .5 .6 �`• �0 "CG �G / 43 6 FG / G � cv ao cv - S .� / J �o /3�D\ O � FF 1 M 4 �� "'lu M.40 � / 87.6 J 4 E61 I _ o Fs-fes F 1 w s LIMIT / °87. ,� zE3D � R FF = 1086.6 s i . - G �..5 8 ,g2 �/ MIT F l fioa �Y a7 / z FG o It- N® PE = 1085.8 o FG STRUC / o -• _ - co FF rn S WRAC I 2 T 86.3 1087.2 ` / .� ` SHA •4 .T v� �, +e FF _ o to t �` 8 2 r C'K l � Iry j� 88- Z o � 1087.8 .- N FG PE = 1086.4 85.5 2.6y FG cy FG o I ._ 087.0 5.54'@c a z FG z � SB•0 87.6 I 85.8 GF=1086.1 88.2 FG 87.B K- FG o F ^� .4 FG g \ FG o o T o .. F _r FG l I 7 �t .3 - 0 8 0 86.4 O - r�S 8 2 .87 / .w rn n;l 0 7.o o F I I 1086 .9 J F5`( +t 1 / -:1 G 0 - - _ FG 5.25 I _ 1 8s c,. 0 12 , PE -1088 Q F /.. 84 °' - 87.6 9'2 t 87 G � N o N F •4 ' / 4 •0 86.4 85.8 85.8 c-' / 84•pp FG 87_ �• / n F���S / 88 2 - FG 0 86.4 FG .2j 5, FG FG - 85 r o ►� S-� tJ 84 4 11 G fr o ? , C o I FG FG l N O o \ - Li K kd PES 1087.2 7 cv Z _ 01-1 Z .1 '� +t - 2: 3.30 88.6 rn o , o .., o $S 7 I , 1 N - • moo NIS F • 1 C l 10 / r - N +� i c / s i 8�5C 88.0 86.8 - -J �. �- 4•t its r /0) o r - - FG F / _ 1 Ft-�P e$.0 0• S ( X08 E 12 7 TS rn 87.4 86.2 N 87.4 ._ w 85.6 ` - - 84.4 4.7 2 N / / a E ��36.5 3.3] FG a' cv FL--HP ` "' - o •1 / / 7• FG 4 / / rn •� TS .� �v 86.8 ,� � ` . � o+e FG 23.57' FG o I �- 41.28 28.33 13 MAx to 1,,/ C / / 0 [� � � �� � � TRACT 80UNDARY 66 `' p� o IN • z - � 0 p f..E=1()85.4 �� ��.7 86.8 •9 .* 1 " / In TS I 86.1 �ie FG•4 FF l l � 14 ry o - 1085 PE 1084.3 TR 30667-3 15 _ TS N � / Pe -2 / / 0. PE= 108:3.4 � 2' 1 r'.. / 84. 84 4 FG.4 / ENHANCED REAR ENHANCED SIDE BACKWATER o 1 4 LOT N0. 70 86.1 o FG �► o z J / / ELEVATION ELEVATION VALVE 0 R/W 16TS / 1cn o J l l f 3 NO NO NOT REQU I RED 5' 5' INSTALL PE -1082. 1 -(o / / 4 NO NO NOT REQUIRED 40 � FL OF PIPE 1/2" " SIDEWALK 0 - -- 0 - ABOVE GUTTER B REMOVABLE 85. & 2 / 5 NO NO NOT REQUIRED o FLOWL I NE �� 1 TS 83 53 FL�,p 6 NO NO NOT REQU I RED ca INVERT ELEV. 4" PVC �•a / / j a PER PLAN A 17 2: 1 TS / 7 NO NO NOT REQU I RED o _ - 1 / / 8 NO NO °' C' 2x PE 1081 .E / / --- f NOT REQUIRED � EA �.''• .r 1 / 9 YES NO NOT REQUIRED I RED Uj �f / 10 YES NO NOT REQUIRED Q 20 0 20 40 60 �� / 11 M.r�.-,: ` 1080.9 NO NO NOT REQU I RED j • Y�' 1 1/2- MIN. COVER / / 12 NO NO NOT REQUIRED `i 13 NO NO NOT REQUIRED GRAPHIC SCALE •� - NOT RE INV ELEV PER PLAN -4'_. _ ' .: r F`` CONSTRUCTION NOTES 14 NO NO REQUIRED qWE CURB E GUTTER ,.•. ? `a.r `,' `•, tti - +`- "-' 15 YES LEFT SIDE NOT REQUIRED 3"x4" REDUCER 4"x4"x4" TEE It-' " " v INSTALL 3 P.V.C. SCHED. 40 5 SLAB PER FOUNDATION PLANS UNDERGROUND SERVICE 3" MIN PVC (SCHEDULE 40) PLANNING DESIGN CONSTRUCTION 9" C" � � a CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET � ALERT ELEVATI N N� INSTALL 6" GRATE PER N.D.S. No. 40 OR EQUIVALENT LD04-063GR zo 0 -' BUILDING AND SAFETY Q C&L TOLL FREE 27556 YHEZ gp,Ap 9llITE 40o SECTION A-A a INSTALL 4" P.V.C. SCHED. 40 1-800-422-4133 ' �cuLA,CALFORMA 921-4679 APPROVED BY: CONSULTING 909.676.5042 * FAX 909.676.7240 www.RBF.com TWO WORKING DAYS BEFORE YOU DIG PRIVA DRAIN THROUGH R DETAILNAME DATE o DES I CAVED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE 10fESS1p4,' RECOMMENDED BY: - DATE: 41 7144- DEPARTMENT OF PUBLIC WORKS Drawing No. o p R. BORLAND R. SCHAUBERT J. TANNER CITY OF T 0 TAN Contractor HORIZONTAL ,'•� �• � `��, Plans Prepared Under The Supervision Of 0 CID �. ACCEPTED BY: t)/ DATE: �7 �� o T PRECISE GRADING PLAN 2 o Inspector 1 -- 20 w No•60132 Date: lt� .. SEE SHEET 1 Exp. s1�o%4 Q DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30667 2 PHASE 4 RONALD J. PARKS VERTICAL sl C1�1` ti� JOHN D. TANNER III � --�"� ,, DAVENPORT LANE Date Completed jf 1E�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 'r� 1989= N/A of c��- LOTS 3 TO 15 AND 39 SHEET 2 OF 2