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HomeMy WebLinkAboutTract Map 31053-1 Lot 8-15,31-33 Precise Grading GRADING NOTES .� 15 FIs 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE Tract No . 31053 1 ABt= R1Di= l= N STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. ■ 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. recise r adinga 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 FOR A MINIMUM OF 3 FEET. a se nd 31 33 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . ■ 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR In � �� � � 7 St �te of � lif orni STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED City SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 0000.00 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB TC THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE FL 7R. 31053-3 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S I Fl PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP TRACT 30669-2 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FGA GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS �o� - '�- _ VICINITY MAP ONE FOOT. NOT TO SCALE TOP OF GRATE TG �,\ �o'\ ���` `' ACT, �� _���` + 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE o UNUA PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 8/15/01 . TOP OF FOOTING TF TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE HIGH POINT PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW ��;• ,� " ' , ` -�N"� p�,� r' _- '� -� PAD ELEv. -0, MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN A CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF SLOPE TS �.� �� ' 6" MIN. T CONTRACTOR HA NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 24 MUDSILL z 9. HE CO R S LL HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 ��, l �� '-_ _ _ _-' THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE s\ TRACT 30659-1 IN GARAGto E AREAS FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694--641 1 . PAD ELEVATION PE 0000.0 --�' GARAGE FLOOR SILL IS 6 MIN �� 10' � 23 Za �� ' -TABOVE GARAGE J �\ 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 �' -� 22 ,/ o� � FLOOR SLAB VARIES r> B VARI S ** B C RI C AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WATER SERVICE � 2s o ** 11m) ** VARIES ' DURING THE GRADING PHASE. 21 p _ GARAGE DETAIL � �._ �, - �- 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 20 PAD PAD /G� _ \ WHERE APPLICABLE, GRQUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE �J Q�r ` z FF z z FF z IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. r� 27 m m m SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY G� 28 WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS ' �'� Zsv ( 12" MIN. ABOVE PAD ELEV. z z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF SLOPE z o ao? o STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN ' 30 3a io ' LOT NUMBER 1 1 '� a3 '� ROUND OFF TOP MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. �.` A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 17 32 P/L APPROVE PLACEMENT OF FILL. /1780 3Q 5' R UNIT TYPE/ELEVATION AR � a1 ,, �� • 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES _�` ,` ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING �� "+�"� \ 37 TYPICAL SIDE YARD DRAINAGE AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE � � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY GRADING OPERATIONS. 1a � ` BACKWATER VALVES BW - - .'� o°�` WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. �\ 14 a �.�, OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, AMOUNT OF EXTRA DEPTH " �ti SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF T THE GARAGE 15. STABILITY CALCULATIONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS FOOTING REQUIRED O \ '-- -- A� FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNERO E G (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED �Fl 1 ��, 90 THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL �\ q 3 F� TO THE HOUSE. SLOPES OVER 30 IN VERTICAL HEIGHT. 12 7 71 7 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING -O � o THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN d ,�,,� � OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION X, 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE �L � s '' ,� MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT TRACT GROUND SHALL BE GIVEN. \`, 29539--2 4 '�t,��p ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS � pr TRACT OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE BOUNDARY VARIES *** R VARIES *** " VARIES *** NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE 6 MIN. 6 MIN. STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 3' MIN. 1' 1' 3' MIN. 3' MIN. 1' \ 2 � 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. FG FG FG 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION GRADING. .4 EXTRA DEPTH / \ •`:. FOOTING - 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 12" MIN. 12" MIN. =PAD ELEV-FG 2:1 MAX. 00 PUBLIC RIGHT-OF-WAY. " = WHERE NECESSARY SCALE: 1 100' ro 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. LO AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 20% MAX. MIN. 20% MAX. 2% MIN. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL LOTS INCLUDED BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. CONSTRUCTION NOTES & QUANTITY ESTIMATE SECTION 13-1320� MAX. SECTION C-C 0) Cn 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO. ITEM QUANTITY UNIT - SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF CYDETAIL NOTES U STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE (1 LOT GRADING (11 LOTS x 50 C.Y.) sso 41 ' < " CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 40' 40' CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. Q INSTALL 3P.V.C. SCHED. 40 158 LF 3 BACK OF o INSTALL 4" PVC SCHEDULE 40 105 LF 33 256 75 PORCH AREA SIDEWALK o CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 11 EA FS PER a p5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 11 EA ((0o O to 2.0% MAX PLAN VAR I ES • CO 0.5%MIN p6 INSTALL CLEANOUT 4 EA 1 . _ a CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 11 EA PLAN PER REMOVE PORTION OF EXISTING DRIVEWAY DEPRESSED CURB, REPLACE WITH A-6 11 LF PER PLAN z CURB k GUTTER PER C.O.T. STD. NO. 200 5.0$ MAX a NUMBER OF STEPS 0.5%MIN TYPICAL FOOTPRINT PER PLANPO toO SCALE: 1" = 40' STEP DETAIL w U UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER / DEVELOPER w Of CD ALERT PLANNING . DEBIf3N ■ CON13TRl1CT1ON BASIS OF BEA RING NOTE ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. 0 HERITAGE HOMES z 0 647 N. MAIN STREET, SUITE 1A Q 19600 FAIRCHILD ROAD, SUITE 270 Of CALL TOLL FREE *W CCOM CES DF#vE SUITE too RIVERSIDE, CA. 92501 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST 1 -800-422-4133 ■ TEMECULA,CAL 'OMA 92991-4679 (951 ) 686-5103 IRVINE, CA 92612-2510 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN o C:113LN S U LT I N G 951.676.8042" FAX 951.676.7240 • www.RW-cam DATE OF PHOTOGRAPHY 8/5/98 (949) 250 6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. D05-119GR o TWO WORKING DAYS BEFORE YOU DIG Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY DRAWING NO. a SCALE Q��FESS10�,' RECOMMENDED BY: DATE: CITY O TEMECULA DEPARTMENT OF PUBLIC WORKS Q 3 1/2" DIAMETER ALUM I NUM DISK, FLUSH IN JDT AMC JDT Q U CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL '�� TAIy CONTRACTOR .� �` � � Plans Prepared Under The Supervision Of � COUNTY BENCH MARK T-46-81 RESET 1997 ACCEPTED BY: DATE: ? O� o� T PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT co -- INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED w No.60132 ` Date: d7 13 OS RO ALD J. PARKS TRACT 31053-1, ABERDEEN AT H A R VE S T O N OVER SANTA GERTRUDES CREEK; 4.5 E"p• 6/30%6 '� DEPUTY DIRECTOR OF PUBLIC WORKS s off D. TANNER III d PHASE 1: LOTS 8-15 & 31-33 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL t �ti � -- -_: ..:---- Q r clrt _ DATE COMPLETED CONCRETE SIDEWALK. elf F0� R.C.E. No. 60132 Ex i res 06-30-06 R.C.E. No. 19744 Expires 09-30-07 rr, lase- a ELEVATION = 1097.163 N/A of C A�� P SHEET 1 OF 3 Rtiv CONSTRUCTION NOTES \ 0 INSTALL 3" PVC SCHEDULE 40 28 27 � INSTALL 4" PVC SCHEDULE 40 - \ \ 2 9 PE = 1102.3 PE = 1102.0 \ 1 �4 PE 1102.6 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET r�� = _____- -- 3 Q5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT \ 2 \ PE - 1102.9 02.0% s" H © INSTALL CLEANOUT 1 ak9 ` 103.3 16 cQ• �� PE = 1102.6 00.46 TC 4 1 103.9 103-6 TS 00.00 JE 11 5 NS 00.75 5 00.32 1 \ 1p3.6 1_ MIN 1 - - - _.2: 1 SLOPE - - - - .^ NOTE: SEE SHEET 3 FOR ,15 0� 103•g - - - _ - HORIZONTAL CONTROL DATA IS j - - 1 o cin N S 2- 1 SLOPE99.6 •����' �g9�3 _ 99.1 o� G)N 99.9- r �•8 �P /�' `rG 1P z u� F C) 0, _:1P 01 01.64 Z C 56 (UPI 1 - ,� x o O 99.3 \ \BL/ pp.28 �'� IRRIGATION :: FG o o c� 99.3 FG FS WA R M TER `~ ® FG 10 FF=1102.6 " v FFG jF9G98 00.09 W 1 _ zPE=1102.0 p1.1 `' FSFG2.Oy1.8X _ - - IRRIGATION _ 00.1 z R/W N 0 .� MANIFOLD FG ® � o � 33 .4 » 5 5 3� 1 INSTALL R MOVABLE C MI N 0 0 F 10 L I N 7 5B 9\ 8 91 750_ _ \CR/ FL OF PIPE 1/2 6» SIDEWALK PUE PLUG WHERE 010 1_ 99 c,► F .3 - BL oP Io ABOVE GUTTER INDICATED p v 4.8 T A 0.33 z FLOWL I NE ON PLANS 10-5 1 � - \AR/ _ SIN' _ 99 � FF=11 QO.4 FF-1099.9 �= 34 INVERT ELEV. PER PLAN J A 1 1/2" MIN. COVER �F 99.99 FF=1100.7 PE=1099.3 a PE = 1099.00X F 10 �,g TC 4PE=1099.8 li _2% - M�N 0 �F 0 W c �, FS PE=1100.1 G _ 47-_ ,- '' ` _` ` ., � 0 � J 2.o% 1y94. 9 57TEP �` � $ .- _ �.. - � k_4 __-_-•f_- -- t``-- • - ._: .- �•. -- 3.9 I XJ 99• 4w STEP 5 oQ `�' N 1 .5 FS ►� ' �,�• F;'`' ; :_;� �'- y j 4" PVC "` y R r C P 7� FS 00.37 FS I 0 r - 00 h, o x s }� WHERE . t�w ao •_ 275 ti• EP ------- ,� I ND I CATED 3 58 99.74 __ o, - ao J r®o \\\ T\ \ \'i ll/hV/ \fz \�\ �" 6" z o C R 0 _ In cv i w ao o rn 4" STEP 2 ON PLANS x FS- cn a,© _ 0 3 `v _-- -- � a 00.07 FS O j s$.3 8 - � ------ .CD O 99.4 - FG ao rn k INV ELEV PER PLAN �N FF-1102.0 � �, � $,� 00.17 =11 n �� � CURB Ik GUTTER SECTION A-A -, ,10 99w�. 1 2 •� �, 99.5 FG �' 3 a4 ars j .. " » » » = PE-1101.4 T,b c>> 2 0� 2 J FG !� l r• 3 a gg• FG v''�- 3 x 4 REDUCER 4 x 4 x 4 TEE r' cn "�' FS ! 99.87 `� 97.85 FS 7.72 00.15 T �' 2.0% o ,L o 5 99.41 TC 4 10 FS S_ 3" MIN PVC (SCHEDULE 40) 3•g �- r2 99, 7 I 98.95 IE 15 p$,c� 99.04 FS gig• a, 19 _ �g 3 ST PS 97.fi2 2 C , 1 MIN. P 99.40 °�°�' 53 �c�ap ) '1p S 0.5 13 0 2.0% UNLESS NOTED ON PLANS MI 99.39 TC __- - -- - - �1� fi �cn 00 CA_ �, T�, 97.79 .ax MIN. _TC __---- 99. 7 �;� $ �w` F s FS ELEVATION 1 102•�r S 99.38 TC 4 - ? S v 9 .4fi I E �F �J W� 6.02 IE- 6 "' A .13 W1 � V _ - -,o 2 F w I o FS -� o 35 3. PRIVATE DRAIN THROUGH CURB DETAIL(D� T $ 99.55 ►�' � a .o {Y \ PE - 1098.7 C f c'� f-, ► FS �t 2 98.58 TC 4 roti S o �� ,�, N TEP \ -- 98.12 IE ��' �^•v as -` rrl _. 8 SEWER N 24 25 0 NP } % � CORRIGAN PLACE FF=1101.6 �•� FS y ti �, 6" FH 9 S ,l at a I PE=1101.0 �, - $1 ' ®� -- ---- -8" WATER , �� -- -- -,� _�'�rT� N v • �. 1 1 C 'L1 ~98.90 TC 4 W0_4X.I t �^ O98.44 I E $9 Fes' ' 13.0 LF 2 IYl •a ..� S . FS �. 36 �1� � � � S TEP FS.64 �_ f N � S FS ",S1 ' f��o 0 0.5 71 5 .94 1 STEP o be c� PE = 1098.4 98' S 18 I cn FS rn 1� rn L - o ,o 98 • •e o� 01c n 7 a '� 4 S S 00.38 98.6 TG 99.4 �' rn►� n 7.7 E 3 rn En rn aK o�U, p 42 9 .14 IE 5 r. FG ale 98. N 99.43Ir- -7 Cr) rw% N --- --------- - - - -- °� 'S I 99.3 TG N o c� 7 be 99Ll� .5 N FLS 9$.5 FS � 1 - I �18.80 I E of FG 5 _ S J 4LL_ s FL-GB In s �.- �' 00.0 00.0 ate 99.9 o i 00.07 FS GF=1099.9 99.47 FS ----- A. -- I a�' �° �� J FG 4 FG m i _ , G STEP :n a .1 99.7 o J =1 9.5 99.4 r t S - art 00.47 FS 4 ao FG 99.4 ®� a 99.1 FG s ' v _ o_ r Oo rn r- FG �f I h I '`.S` �`-� 1 99.9 -� T' 2 FG � � I °�co w FG .� o Z ;L; `if 3 d ,J 2 4 STEP 0 r la. �� ® J O 4 STEP • 275 00.fi7 FS 199. OJ rN' 99.67 FS I I �G j ot 5!S � 00 275 Oo 1� I I �' Tb � JO \BR/ I I c�� [FF=1101.4 CL A 0.33 2� CL _, c PE=1100.8 _ _ ? be 33 goo � r z FF=1101.0 o N 1 B R FF=1100.4 QJ C) FF=1100.0 I _ _. ��• I 3 .� PE=1100.4 _ "1 I n OO L- z - - _ '10 PE=1099.8 99.4 PE=1099.4 TYP ) �' - �] .� 0 FF-1100.8 I _ G, FG E 47 ON � PE=1100.2 99.8 99.8 y 99.4 6, _ I -- - -- - I PE 1098.0 _ v FG oO FG FG ® FG I W L PER ----- -cryo rn � 00.4 � 00.2 �� -1 SE RAT PERM 111 FG at4 Z �v o 1 o 2 0 0 �, 99.6 N u, �S I G c�� I a, p4 , FG ate z o C14fL�P - - "1 f O •� I o cn • � 00.2 ate z _ 0- cy M •- `� f o n ?'� 2 MAI BOX I FG•0 101 8 � ' N 0 101 c° 5• 0 1pD 1 ,� R LANDSCP; \ cn �S 00.0 -I �. - _... _ ._. _ , ARCH I T. PLANS G 0 \\ p � - - FL-I-�p '- � r 9 ' 9g 3 ,'� 1 � o �,� I Q -- - - - - - - - �,��, 38 3 9 G 1 98 •3 PE = 1097.3 I _ 20 4 0 I � F � F � FG III r"'~ PE - 1097.0 0 20 0 60 0 PE = 1097.9 I n PE = 1099.1 PE - 1098.7 - PE - 1098.3 II II GRAPHIC SCALE IrnUj I II � o Z LO 0 w_ V) U LLJ o UNDERGROUND SERVICE fl' ALERT PLANNING ■ DESIGN ■ CONSTRUCTION Z 0 Q CALL TOLL FREE 1 -800-422-4133 ■ ■ ■ 410 COUNTY CENTER ori,SUS 1°0 TEMECULA,CALFORMA 92591-4679 I J CONSULTING 951.676.8042• FAX 951.676.7240 • www.RBF.cam L.®05- 119 G R TWO WORKING DAYS BEFORE YOU DIG z J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �ESSj� DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o SCALE O Qa. �.�� JDT AMC JDT RECOMMENDED BY: DATE: CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN TA CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�W� a� ��, Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" os o� PRECISE GRADING A D I N EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.60132 ACCEPTED BY: DATE. - G PLAN o INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Date: J �3 ds RONALD J. PARKS -- TRACT 31053-1, ABERDEEN AT HARVESTON LO �. 6/30/06 - NOVER ORTHERLY AOFERTHE UDSOUTHERLY ES � SIDE'OF THE VERTICAL s ` J N D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS --- l' j y 1 �� PHASE 1: LOTS 8-15 & 31-33 DATE COMPLETED CONCRETE SIDEWALK. - jt- lE0 R.C.E. No. 60132 Exp i res 06-30-06 R.C.E. No. 19744 Expires 09--30-07 ''•' ���� S WA L E DESIGN a ELEVATION = 1097-163' N/A OF C A� SHEET 2 OF 3 � 28 27 r 29 PE = 1102.3 PE = 1102.0 ------ - 3 0 PE 1102.6 \ _- - PE = 1102.9 r 16 -- r PE = 1102.6 '10 _ 6 45.31 37.23 CONSTRUCTION NOTES 9 96 �Z 2 epo, r .58 rrrn, - - �7 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 a°_ • 1 9.02' . . - �'- - - - - 8 REMOVE PORTION OF DRIVEWAY APPROACH DEPRESSED CURB & GUT. , °' o 4, REPLACE WITH A-6 CURB & GUT. PER C.O.T. STD. NO. 200 0 \ r W~ ►] I r - - WNQTL. SEE SHEET 2 FOR .2'± SWALE DESIGN r BL �D9.5' R 4' ® 69t r p.81 w vA � FF=1102.6 cn 18' r PE=1102.0 N 1 vAR U), 9 t 5 5' ®4' ' f 8 5' S' VAR. 18' KW SWK A757\\ 33 0 r 3A .4 15 4 SW KW 0) h56 t,+ J BL coo C R 26.7 ' \AR/ °' 101 "09 FF=1100.4 cn FF=1099.9 3 4 ` PE=1099.3 PE = 1099.0 23+11.43 3' PE=1100.1 PE=1099.8 3 D'WY. kLj P I � PUE W=17.3' 21 . 1 ' _ - - 24 4' 75 t 21 C R -____-- 4, - _ _ - 4' 4 5. 1 't FF=1102.0 _ \ 'n VN rn I `a PE=1101.4 AN v 1"7 1 a 7' A� o o PO 5-8'f -� X3.62 1 - . 04 °' o N - W N 1 �►� ---_ 40.68 8.94 18.4 91.82 N -___--�- 8 3 ` - I \ PE 1098.7 LID m _ \ �, + 8 �, � � + N I �_I $05 GG3Ech - ------ \ 25 --- '' '' -. I CL 2� 6 1 \ o CO R RI AN PLACE �N � N I o , o� 11CA 0 + FF=1101.6 O� O a V \ PE=1101.0 ..�ti ^ - . _J ---- - --- -. -<. ..._. .. . 0 6 F o• ��� 8 0�co 8 cmv I I �� 13• 18.42 18.36 30.65 \ 36 � r ��' •��L• ,� N 44, -! tv i• \ PE - 1098.4 I h 36 rn C4 h' N \ � + g M �04 PO N 07 X61 g�6 00 5.75 1 4 4, - n_� _ - I � I 4 • 4't 4' ' I I --� © ® 14.6't I � 5 7't LAI ® I mss. 27s I 24.6'± AR ® U-) 56I1 I - 560 275 co BR I IFF--1101.4 CL h33 CL I ryo I PE=1100.841 N ii ® - FF=1101.0 o B R °' FF=1100.4 FF=1100.0 oPE=1099.8 PE=1099.4 II v PE=1100.4 LO no FF=1100.8 I - { -� 3 7 PE=1100.2 v 4 II - -- _-- I PE = 1098.0 G' 00 I n 4 6' 4' 47.3'± LO r LO I I o I N 4 - �+ 63-81 ' "' II FF N 51-4,' to - C - _ _ - I 20 D 20 40 60 _ 99.67 50.00 �+ 50.00 �J I � 1I1 28 IN o - - - - �- - - _... - - - r 7 8 18' 5 5 GRAPHIC SCALE ,_ - 18, KW SWK PUE 3 Q � I PE = 1097.3 3!, 5' 5 I V o 6 I SWK PK PE = 1097.0 0 3P4 5 = . E 1os7.s I I I I PE = 1099.1 PE = 1098.7 PE = 1098.3 I I II I III w I � I Ir �I I O I Q I r0 LO 0 W W U LJ UNDERGROUND SERVICE CL ALERT PLANNING ■ DESIGN ■ CONSTRUCTION z 0 Q CALL TOLL FREE 40M couNTY CENTER DAVE SUITE 100 1-800-422-4133 ■ ■ ■ TEMECILA,CALFORNIA 92591-4679 CONSULTING 951.676.8042■ FAX 951676.7240 - www.RW.com LD05-119GR z TWO WORKING DAYS BEFORE YOU DIG Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE GEES$jp DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o �� �'�! JDT AMC JDT RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� TA CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`�� � 'p �� Plans Prepared Under The Supervision Of CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" .� ��. ACCEPTED BY: DATE: �� oY r PRECISE GRADING PLA N FD EASTERLY OF THE CENTERLINE OF SR-79 AT ca '"' y =: _ _f= - INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED � Nc.60132 - Date: � �3 as RONALD J. PARKS a TRACT 31053-1, ABERDEEN AT HARVESTONLo OVER SANTA GERTRUDES CREEK; 4.5' 6�3% N D. TANNER I I I DEPUTY DIRECTOR OF PUBLIC WORKS _ ?� PHASE 1: LOTS 8-15 & 31-33 Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL Jf. �j V It �ti� Q DATE COMPLETED CONCRETE SIDEWALK. �lF 1�0� R.C.E. No. 60132 Expires 06-30-06 R.C.E. No. 19744 Expires 09-30-07 fa, i9ea= HORIZONTAL CONTROL DATA CL ELEVATION = 1097.163' N/A of ch SHEET 3 OF 3 I