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HomeMy WebLinkAboutTract Map 30669 Lot 1-8, 60-67 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIATr ct 15 215 �r BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, NOE 30669 AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES 4 GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. Gr adinga n � DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A recise 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. HAS �4 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . 15 OAD 4? 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR LEGEND STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED 0000.00 LOTS 1 TO 8 AND 60 TO 67 SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TOP OF CURB TC TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. er en 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL FLOW LINE wrIw-1 / ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY HIGH POINT HP Sw THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL _ COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. LF 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FINISHED GRADE FG F_ �r PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED SURFACE FS * 'ter GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO laa as 31 30 29 28 za 26 25 24 sa ss 21 20 19 O ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 1e17 RATE TG GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GI 1d 15 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TOP OF FOOTING TF ONE FOOT. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF WALL TW °e VICINITY MAP, PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 12/17/03. 34 as 54 NOT TO SCALE TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE EDGE OF PAVEMENT EP a>r as av 40 41 4s 4a 44 4a 4° 47 48 Sa PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 70 °a 62 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CURB FACE CF 51 \ R CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. .001 74so PROPERTY LINE 00A 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 GARAGE FLOOR GF 0000.0 �A►/�IM 4v is GUTTER _ HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. EDGE OF AVEMENT iv THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE PAD ELEVATION PE 0000.0 �� ACCESS FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . FINISHED FLOOR FF 0000.0 � 55 EASEMENT _ � 1 1 Z Z ZZ �~ � �-P G .1 �P 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 57 10 IN . GARAGE PLAN AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WATER SERVICE -{ 1 R IN DURING THE GRADING PHASE. v AREA DRAINGO TG, FG�Ao .1 SEWER SERV I CE S 1 ' `� LOCATION ONEPERPLAN B B FI FV IN 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, �:�-y y^ PAD PAD Z WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF °° -�� FF FF IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. DRIVEWAY 7 SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS °O�''� 3. s' o WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. �~ MI \ , SLOPE a1' \ '�� PLAN 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS - - - 62 5 PATIO o? PATIO o BEEN CLEARED OF WEEDS, DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF r LOT NUMBER 11 ` 4`�`"�� RETAINING WALL o STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN sC,�f °a PER SEPARATE PLAN '�''~ MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A r� 3 ,; FG-PAD/ SIDEWALK MUST A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL UNIT TYPE/ELEVATION 'roo, °4 w - R/W ELEV. ELEV. �-� PARKWAY APPROVE PLACEMENT OF FILL. R INDEX M A P 2"' CORED CURB UNLESS NT PERMANENT DRAINAGE STRUCTURES100' CURB OTHERWISE NOTED 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL INVERT ELEVATION IE SCALE: 1 = �• : . .� PER PLAN ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING a° AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BACKWATER VALVES BW LOTS INCLUDED TYPICAL LOT DRAINAGE GRADING OPERATIONS. N.T.S. 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ENHANCED ELEVATION TYPE- ME UNLESS OTHERWISE NOTED 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS DISTANCE TO BUILDING CORNER TIE OUT SHOWN PER PLAN ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED AMOUNT OF EXTRA DEPTH R CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED R/W SLOPES OVER 30' IN VERTICAL HEIGHT. 12' 3' UTILITY EASEMENT 5' 5' 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING ZI ACCESS ESMT.10, S/W ARKWA OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP I � ' P� � TOP OF WALL ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE X.X Q" Q� It, PER PLAN GROUND SHALL BE GIVEN. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 1•pz 1 .0� Q 1.Oz N. 1.0� STEM WALL OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 00000o�° MIN. NMN• MIN. MINMIN. N THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 4 PVC PERMIT FOR CONSTURCT I ON ACTIVITIES, I F APPLICABLE. FOR ALLEY CONSTRUCTION SLOPE PER PLAN S - N 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. SEE ACCESS ALLEY DETAIL ¢ �Q�� F 2.0 MIN. -�G pER pLP NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. APPROVED PLOTTING CURRENT ARCH. ELEV. TYPE - - . 1E - 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1A 1F Q�Q� �P� 0.5% MIN P� COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1B 1C 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 1C 1D PUBLIC RIGHT--OF-WAY. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 2A 2q 16.17' 15.17' 15.17' SECTION A-A AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 2 3 N.T.S. E DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 28 e e 0 c° BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2C 2B "' R 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 3A 3A 6" MIN. 3. 16 MIN. 6 3. 16 MIN " MIN. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ;�, to 2. 16' MIN 1 ' 1 ' 2. 16' MIN N STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE U P1 3B 3C n N MUDSILL * * MUDSILL CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE �o CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 3C 36 FGIL FG EXTRA DEPTH EXTRA DEPTH 0 FOOTING FOOTING CONSTRUCTION NOTES & QUANTITY ESTIMATE =PAD ELEV-FG =PAD ELEV--FG WHERE NECESSARY WHERE NECESSARY NO. ITEM QUANTITY UNIT a23.57' 0 Ol LOT GRADING (1 s LOTS x 5o C.Y.) 800 CY 23-67' 23.67' �}c�k�}c 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.*** to 0 �2 INSTALL 4" P.V.C. SCHED. 40 3,019 LF 2% MIN. MIN. 2% MIN. i 21% %MAX. 21% MAX. 1* �3 CONSTRUCT PR I VATE DRA I N THROUGH CURB PER DETA I L ON SHEET 2 18 E A TYPICAL FOOTPRINT 6" MIN. SECTION B-B w En O4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 100 EA SCALE: 1" = 40' MUDS I LL UNLESS OTHERWISE NOTED N.T.S. ) IN GARAGE AREAS *** VARIES PER SOILS REPORT �5 INSTALL 3" P.V.C. SCHED. 40 80 LF GARAGE FLOOR S ILL I S 6„ M I N CONTRACTOR TO VERIFY: IF THE SWALE FLOWL I NE IS LESS to ^= � ABOVE GARAGE THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS •= FLOOR SLAB A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) w �c UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER f DEVELOPER .51 BASIS QF HEARING NOTE GARAGE DETAIL 0 Q ALE-RT L-A.""r4a It DEStON W GC1NftTRLICTlC3N - Z ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. U.S. HOME o THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST N.T.S. Q CALL TOLL FREE 275M YNQ ROAD.SUITE 4W 647 N. MAIN STREET, SUITE 1A 391 N. MAIN STREET ■ ■ ■ RIVERSIDE CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � 1-800-422-4133 TEMECULA,CALIFORNIA 92591-4679 (909) 686 5103 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86--89. LD 0 5-0 48 G R CONSULTING 909.876.8042 ■ FAX 909.676.7240 ■ www.RW.com DATE OF PHOTOGRAPHY 8/5/98 (909) 817-36001 LD04-086GR Z TWO WORKING DAYS BEFORE YOU DIG Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DIESS10 DESIGNED BY DRAWN BY CHECKED BY Drawing No. o SCALE �� ��! R. BORLAND M. DOTY M. DOTY J. TANNER RECOMMENDED BY: DATE: - CITY OF T DEPARTMENT OF PUBLIC WORKS < 03/os R8 F 1 REYISEv GF EI,EvATlo�s AUD AOJAcErrr EP q�/ p 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �4� Q, TAN, . �„ Contractor GRADES ON LOTS J. AWD 67 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL y may► 'pr a, Plans Prepared Under The Supervision Of 04- 0 COUNTY BENCH MARK T-46-81 RESET 1997" �, ,�. rn ACCEPTED BY: DATE: o T PRECISE GRADING PLAN 0 EASTERLY OF THE CENTERLINE OF SR-79 AT c� r•, - j' o THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED No.60 Date: Z� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30869 - PHASE 4 ' Inspector Exp. 6/30/06 �} RONALD J. PARKS r ---- Q OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III - NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr'j -cl v 1� ���! _ - - a LOTS 1-S 60-07- Q Date Completed e t e d CONCRETE SIDEWALK.DEWALK. 4 60132 6-30 06 o P F OF C A`�E R. .E. No. Expires R.C.E. No. 19744 Expires 9 30 05 f''�� ',9�„ TITLE SHEET SHEET 1 OF 3 i ELEVATION = 1097.163 N/A TRACT 30668 SEE SHEET 3 FOR WALL INFORMATION 54c w ` � 39 ST L I G'HT ` -8" WATER 00 CO BALBOA DRIVE 0.50% �y 15 N40'09'18"E 14 13 \ 3 31(0 3 3 3 3 3 3 3 00 _ _.. 3.35 LF ^ 'ti`ti `Q ��' `'� �' `�'�� `�'� 2.0 LF `�° 14.0 14.0 �" R IIV's I . 5 O 2.0% �� m g'o°' ���' S 0 0.s '0 0.62 2 0. X 2 �•� rM ST LIGHT _ 4 1 .4 2 W W W W W W 0 0.72X 8.54 IE 4 W W \ PE=111 C). 1 2 12.68 LF 9.99 FS 79 F 9.68 FS 9.51 9.4 4 10.1 .1 4 G 9.12 FS 51F1 1 108XF I 1 4" PVC - 14.0 LF 0 2% 0 2.0X S S S S S S S S 8.91 �� 1 (UNLESS NOTED ON PLAN) R 11.79 FS 1.48 F 3: 1 10.92 61--NqM 12 FS 9.91 FS REMOVABLE PLUG FRONT YARD WALL 4 11.3 TG 11.9 4 11.3 TG 11.01 9.8 TG 4 FS H 09.1 TG I " "� `• TG PER PLAN 9.64 IE FS 9.53 IE 4 11.0 TG 10.7 TG 4 T 9 Al2IE n 10.1 TG 4 8.91 IE 4 8.37 IE 4 4 WYE • - ,_: 9.38 TF 9.36 I 0 9.Ofi I E 9.9 1- 8.60 I E - a y 17 . TG o 11.57 F Q• 4 9.8 T 8 5 PV - .0 LF O 2X IE PER PLAN 9.6 TG FS 9.51 I 11 87 11 1FQP.9 4 10.7 TG 9p 16 I E 4 I V1 p 8.63 I E 4 9.97 TG (UNLESS NOTED ON 23 IE 11.05 2 A 10.37 4 Q ��,-� 2 87.50 LF .3 FS HP 10.8 TG 4 2 E 10.4 9.8 9.4 8.50 I E I NA-94PN 4" PVC 11.5 0 1.34X 11.0 G 9.57 IE 10.fi 1C HP BW I �C �R SLOPE PER PLAN HP 4 .58 I 11.0 P 1 Lop � I ZE P 3' 11.6 3 A FF = 1111.fi R ® FF[PE _ 1111.0 R 2 9.4 �8' 2g - TG PER PLAN 11.3 TG \ HP 4 HP PE = 1110.8 - 1110.2 FF = 1110.7 A3 B (� • I r* ' "" IE PER PLAN 10.20 I R ® FF = 1111 .3 ( 1 1 18 1 5 PARKWAY FF = 1112.2 10.7 PE = 1110.5 10.1 10.0 PE = 1109.9 3 7 `. 89.85 PE = 1111 .4 FF = 1111.9 P 4 10.4 TG HP 2 9.8 1.91 LF I I `" 3' PUE 0 1.40% 2 PE = 1111 .1 9.36 IE 10.3 4 10.1 TG •p r� 2 FF _ 1110.3 I PF-1 1 1 C).Q 5' S/W •,'` 11.0 TG 11.2 11.0 ® 9.27 IE { \ �•0 0.81% PE - 1109.5 E4 HP 1P 4 10.7 TG 90.30 LF 2 2 •0 LF 2 LF 51.00 LF 2 I ( 4" PVC - 14.5 LF • 2x 11.3 TG 10.13 I 0 0.71X 71X 0 0.5X 9.71 IE 0 0.62X v ? 4 0.24 I 11.0 TG .27 �1,' ti� 10.1 TG $ T 9.5 TG K 4�� 4 9.91 I 90.32 LF 2 2 0.69X 9.43 IE 4 4 8.88 IE 8.86 IE 4 9.1 TG 4 ( t (UNLESS NOTED ON PLAN) 9 -- ti 01.04% 8.62 I I PLAN 2 B z 10.4 TG 9.8 TG c NTS PE=1112.0 0 90.28 LF 10.7 TG 4 4 10.6 0 ? 9.20 IE 4 0 ® R 04,15Q0 1.02 10.01 I 9.65 IE P 10.3 N �pd N � 4 .02 I 2.Ox (� r HP 89.20 LF r '� E H I FF = 1112.5 ? •O 2 •0 MIN 11.6 PE = 1111 .7 �'� z +L�-t 2 92.0 LF 91.0 LF x� .20 LF 0 0.55 "� g•7 K 1- W 11.2 0 o lti A 0.95X O 0.87X 2 2 0.64X o 0•B, I 08.7 III HP > T L N f N I R W I N 1 F 5 / r 10.1 G I � 5 11.2 10.4 HP 9. II 0 I 4" WYE AS REQUIRED SIDEWALK 11.6 87.50 LF 2 HP � 11.0 HP 1� 10.1 9.$ HP 9'4 I " FL OF PIPE 1/2 INSTALL 0 1.25X 10.9 HP 10.7 HP .7 TGHP �' ABOVE GUTTER 6" REMOVABLE 0 1 HP 11.3 N HP 4 10.6 TG HP 4 10.2 TG 4 10.0 TG 4 9.20 IE `� ( O I ABOVE GU PLUG 11.2 1 10.10 IE 9.70 IE 9.50 IE 9.9 TG 4 9.6 TG o TW=09.5 4 4 10.8 TG 1 10.5 TG 4 9.40 I 4 W.!% O, m 0 6 INVERT ELEV.. 4" PVC A 10.70 IES 10.30 IE �' _ 10.00 IE '1 _ GF=1110.5 9.10 I ��,•d 2% GF=1110.2 FS - '� J I PF.:1 1 C:9.7 PER PLAN � - 11 4 TG = T GF=1111 .7 = GF=1111 .1 GF 1110. GF=11O�.0 - 4 10.90 IE o 11.6 11.1 TG n k 11.0 o N �+ '� ae :■.-` = �-;-` o ,, N N o ,. n N r. •=,, m I ' FG .' •1 .60 IE 4 r cv - FG � cv FG '`• N � N - - r - <" •c• �`i► i�► a c��i 1.OX F\-�qq ,o 6yr °x �, v a ?S� �J 6.2%�� 0 -... : � • • ; :, -:,' _-_�` ._.`'•-t a , °' , , ) FH A� TRAGI 30559 o o Cd 0 ^3' o r s •& // / -'. �\00 � � gyp � 3 V �'�. s.o ° F[ 30fi69 " " "�ex K $p Q cb�j �'n TRACT 4x4 x4 TEE ►� K o j 10.7 10.1 0 ae I CURB �C GUTTER 11.3 N d+ "' FG N N N7 FG =11 3"x4" REDUCER 11.4 TG = °' FG = 11. = 1 - GF=1110.8 = _ =11 8.7 r i� " 4 0.90 IE 4 11.2 TG ae ae =1111.7 0.8 TG 10.5 1 "' 10.2 TG 9.9 TG `" 9.6 TG I 3 MIN PVC (SCHEDULE 40) 10.72 I E 11.0 16/74 1 0.30 I 4 10.00 I 0 1 TG 9.70 I E 4 9.40 I E 4 •1 9.10 IE 4 9 FS TG 4 0.50 I 10.6 TG 4 10.0 TG 1 .7 TG N 8.50 IE 11.5 11' 1.2 4 10.9 TG 4 10.10 I 1 4 HP 9.22 IE TW=09.4 1 .7 9.82 IE 9.52 IE 4 9.8 II a� se a D.42 I 1Q.9 HP 1 �P 10.3 HP HP 9.7 9 �. Z 35 HPP "' N 112 11.0 f P 91.80 LF 2 90.00 LF Z 9.8 TG 1 4 1 89.20 LF 2 ' p3 .v I l�' PF:.:1 1(7r .5 ��YATI�N HP 0 1.44% 7 ,98 IE 0 1.48 I I I 4 11.3 TG 2 0 1.52% N 91.91 L o M 83.70 L 2 O o 4 11.3 TG 10.30 IE 1.0 TG 4 N o2 0 1.54X 2.0% Nle 01.11% � I 10.46 IE 0.21 I �2�lt r o I �* � 92.ob LF �� 10.1 TG I N 1� •ox � � . .� N INSTALL POLYETHYLENE 2 ,10.9 z 10.4 TG 10.1 TG 4 9.07 I E 9• o z 9.1 TG I .1r 0 1., 1 4 4 P 08.10 I E 4 M I PLASTIC JOINT MATERIAL 89.20 L L- N 9.35 IE 9.26 IE N I II QUICK JOINT OR EQUAL 11.5 11.2 HP 2 0 1.59% 10.4 TG 4 1 09.1 1 1/2" MIN. COVER 3 B HP ��. 4 11.0 T110.7 TG 4 9.51 I E -e Ox � 4 9.8 TG 9.5 TG � FS GB 9.83 I 9.75 I E �� $.63 I E 8.56 I E 4 E H p'M ® of 10.7 T H -• - y •. - -•• - ti R �' 4 9.51 I 3C ♦F 9.5 TG ti�ti� - I '= --_ . r - • ' . . . .:., • - ® 9.00 I ( y _� f < i ti Y _���•� FF - 1112.5 10.9 HP 10.1 TG •• • --= - 5 9 PE = 1111.7 11.0 T 4 1 D FF = 1111,fi 4 8.72 I E R EVC :- 9.81 IE 62 PE = 1110.8FF = 1111 .0 2E I SII I PE-1112.0 11.3 T R /2-A\ PE = 11102 FF = 1110.7PE = 1109.9 fi" z 11.6 HP 9.92 I 10.7 HP 9.8 TG 11. 2E FF = 1111.9 10.7 ® 8.65 I E 4 9.8 HP 9.3 HP o 89 11 PE = 1111.1 1Q.5 TG 4 HP R 1 1 I 34 0 1.46% 2 ® 4 1 9.03 IE FF = 1111.3 91.91 LF 2 1 .28 FF = 1110.3 --- �Et:T10N A-A 0 1.44X I PF,-., 110q.2 qii 2.06 LF FF = 11122 11• 9.08 I 10. 2 90.00 L PE = 1110. 10.0 89.20 L FSPE = 1109.5.4 �P 0 1.58% 10.3 HP 2 0 1.59X 2 47.90 LF11.3 TG 1.54X PE = 1111 .4 ®12 LF 2 F 10.9 10.4 TG FP 9 8 TG 59 IE FS•0 11.3 HP 10.7 TG a 4 4 0 2.94X =\ HP�e 8.68 IE 11. 8.08 IE 10.42 9.5 TG FS 9.1 TG ' TYMAL AL p�11�/ATE_DRAM THROUGH CURB DETAL 4 (DS-6)LL_ J I o FS m F 7.78 IE 4 l • 11.7 11.0 TG ��I FS 4 00 E 4 10.7 TG FS 58 Fx '19.1 TG 4 9.7 E 11.83 FS 8.70 I E 10.1 TG 8.33 7.57 I E 2 5 Tc-Sj ` o 9.83 FS 1 8.93 FS 8.38 IE 4 FS FS FS • 13.1% ,y 9.57 F 3 1 3 - 1 .�'. a►�a S S S S 5 S S S n 4 4 4 LG 4 4 • 4 18.5 2 7.7 0 09,30 1 8.40 I 7.80 IE FS � W W W 9.15 FS W W W W 2 19.3 LF W BVC 50' VC Up 0 2.OZ LPn �, ry N ti 18.50 % >- 1.OX ........... 00 0 ........... 31 N40'09'18"E \.. LOT NO. ELME-1VDONREAR ENHANCED SNS I DE BACKWATER o 1. PASADENA DRIVE �9 _. 1 YES RIGHT SIDE YES o co FS - - _ 2 NOT REQUIRED N A NOT REQUIRED " _._ . ... .-_..--... _ - 3 NOT REQUIRED N A NOT REQUIRE RED 8 WATER W- { - a co 4 NOT REQUIRED N A NOT REQUIRED d' 5 NOT REQUIRED N/A NOT REQUIRED 20 0 20 40 6O FH FH 6 NOT REQUIRED N/A NOT REQUIRED 7 NOT REQUIRED N A NOT REQUIRED = ST LIGHT CONSTRUCTION NOTES 8 NOT REQUIRED N/A NOT REQUIRED - GRAPHIC SCALE r - 60 NOT REQUIRED N/A NOT REQUIRED °' 61 NOT REQUIRED N/A NOT REQUIRED O INSTALL 4" P.V.C. SCHED. 40 0 PO 50 49 48 47 46 45 44 62 NOT REQUIRED N/A NOT REQUIRED �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET w PE- 1111 .2 PE-1110.7 63 NOT REQUIRED N A NOT REQUIRED �n PE=11 11 .9 PE-1110.2 PE=11(79.7 PE=1109.2 PE 64 NOT REQUIRED N/A NOT REQUIRED INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT w 65 NOT REQUIRED N A NOT REQUIRED a_ UNDERGROUND SERVICE SEE SHEET 3 FOR � INSTALL 3" P.V.C. SCHED. 40 � ALERT PLAALt IMS a aEStON ff MONSTRUCTMN WAIL INFORMATION 66 NOT REQUIRED N/A YES TRACT 30559- 1 67 YES LEFT SIDE YES z 0 CALL TOIL FREE ■ ■ ■ 27555 YNEZ ROAD,sUrM 400 1-800-422-4133 TEMECULA,CALIFORMA 925Ah4679 1.D o s 048 R o CONSULTING 909.676.5042 - FAX 909.676.7240 - www_RBF_com TWO WORKING DAYS BEFORE YOU DIG LD04-086 G R CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY f SCAB ��°�E$Sj°" - CITY OF TDrawing No . o 05 R6F I REVISED GF ELEWY1005 AMD ADJACW EP ¢ �% YAN '�� R. BORLAND/M. DOTY M. DOTY J. TANNER RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS Contractor G'RI►DES �/ LOTS 1 AND 67 HORIZONTAL ,`� � a, Plans Prepared Under The Supervision Of o „ _ 21C. 0 � ACCEPTED BY: DATE: PRECISE GRADING PLAN Inspector SEE SHEET 1 1 - 20 •� 3� DEPUTY DIRECTOR OF PUBLIC WORKS Exp. / / '¢ JOHN D. TANNER III Date: RONALD J. PARKS __ TRACT 30669 - PHASE 4 Q VERTICAL `ft' cl r 1� _ = BALBOA DRIVE LATS I TO S Date Completed lF `1�0� R.C.E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 - N/A F C A la iea9 PASADENA DRIVE LOTS 60 TO 67 SHEET 2 of 3 z TRACT 30668 ALL RETAINING WALLS PER LANDSCAPE ARCHITECT'S PLANS to AND SEPARATE PERMIT _..-.. ----------- m 0° \,\ 15 N40.09'18"E BALBOA DRIVf4 13 00 10.0fi G ` -� w '6 G w w w w w w 11.2 TW r 10.6 TW 10.3 TW LNU 10.0 TW BEGIH 9.7 TW 9.4 TW 4 22.00' S 30.00' 30.00' S S 30.00 30.00' S S 30.00' S S S END BEGIN END r. END BEGIN `�, END r BEGIN WA1 Lo DLL WALL WALL WALL T GIN BEGIN WALL - END WALL n GI DK WALL WALL cD BEGIN END WALL r , n_ ALL r ALL 4 STEPS n 4 STEP n 3 STEPS i• ,� 7 ,� n 2 STEPS 4 STEPS 0.50 n 4 ri 3 STEPS r 2 STEPS '�ND �4 W ,� 3 STEPS " 50 "7 n n 0 n I r r /3-A\ �' 2A 8' 28 R ® © /1-D © 1c 3B1C , ' ,8' , '� II .� N - � N 0 NS 0 0 0 �I 0 0 N N Nr 10.17' 0 r N O r N =8 \R r r• Lj ) r rr W _ I J r r n r r ( r I II, o n 0 r'- i• r n .n ' r nn rn r � 6' , 6' Mi ,,� g' 6 "' �i 6' 6' 6 "' u� � n ,n m u-� Lo I 0 r • � r � 'to r- 37. 37.00' tou30.0 ' Ln 30. 30.00' 0 ' 30.00' ui 30.0 ' 0 r I7: TRACT 30669 N 32.28' 0 rn n 1 u� u� -- r � - r r r TRACT 30659-1 LOr 7.95' r, 6' 6' 'n fi' 6' fi' ; i• " r- ca UDi• 04r-- 6 n w-• r r r � �I r a..,., I 0 Z 0 N I n Li r r n 0toY I II M - r cD N cD to cD cD cD 0 r II ,`0 n rn 0 00 0 0 i. N N N N N N 1D r /3-C\ = �� T 3B r Pr)' 1F "' /3-B\ "' ® � ® ' \—Rj® N R N ® � /2—E � I 2E 2A R fi7 61 - R _ r�i 4 STEPS n to 4 STEPS 1 �, _ .50 k 1 fi ........... 4 STEP O 1-4 4 STEPS n 4 STEPS 4 STEPS 50'\ n 4 STEPS 4 STEPStj BEGIN to Lj/ as BEGIN END - W L n h BEGIN u- END BEGIN 0 �' WALL WAL co END BEGIN _ BEGIN n / r.� o 0 0 1 r cD ` 1 0 WALL WALL WALL n WALL ALL WALL ,� / �� 11.5 TW S S 30.00 30.00'(S) 30.0 S S 30.00' 30.00 S 30.00 S S .99 F 7.34 22.44 BEGIN WALL WALL 11.5 TW 110.9 TW 10.6TW w .3 TW 10.0 TW w 9 7 TW rn 8-5Q FQ 20 FQ RO Fr, N n Oro 0 _ 31AID _ PASADENA DRIVE o - a CID El El 1:1 Ll AL 5 w cn r Q 20 0 20 40 60 1 -A a_ GRAPHIC SCALE ALL RETAINING WALLS PER LANDSCAPE ARCHITECT'S PLANS w AND SEPARATE PERMIT u) 0 W W d UNDERGROUND SERVICE ` PLAMNII,LI1 a rip"SIMM IL Cr'INN RUCTION AL 0 Z M Q C.a CALL TOLL FREE 27555 YNEZ ROAD,sUn1`40o TRACT 30569-1 > 0 E N 1-800-422-4133 0669- 1-800-422-4133 TEMECULA,CALIFOF"A 92591-•4679 C O N S U LT I N C3 909.676.8042 • FAX 909.676.7240 ■ wwwARF.com 0 LD04-OBOGR z Q TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK pVESS! Drawing No. o SCALE Qa ON,� J. TANNER RECOMMENDED BY: DATE: o CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS0, ��D 0• �AN� ! � R. BORLAND/M. DOTY M. DOTY o HORIZONTAL ,�� 'p f s Prep ed Under The Supervision Of Z�o� o Contractory o T 0 � . . � ACCEPTED BY: DATE. PRECISE GRADING PLAN 1" = 20� C14- No•60132 � Date: ZI/P0 DEPUTY D I RECTOR OF PUBLIC WORKS - PHASE 4 3 Inspector SEE SHEET 1P, 6/30/06 RONALD J. PARKS _ TRACT 30869 Q VERTICAL s JOHN D. TANNER III �' _ HORIZONTAL CONTROL PLAN. o .::: � Date Completed eted 1'lF 1 r 1 E� .E. No. 60132 Expires 6-30-06 R.C.E. No. 19744 Expires 9-30-05 rrf ;9 ;, LOTS 1 TO 8 AND 60 TO 67 SHEET ;3 OF 3 p N/A 4F C M. _