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HomeMy WebLinkAboutTract Map 33124 Precise Grading GRADING NOTES 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL m PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM ,o 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. 3. MAXIMUM CUT OR FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE WOLF CREEK GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO SPECIFIC PLAN � a GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. so 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL ' SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. ` PECHANGA 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT A WRITTEN .o INDIAN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO RESERVATION ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. 33at C ARBOR DSL 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. SIERRA R a 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION R BY: LEIGHTON AND ASSOCIATES DATED JANUARY 17, 2002. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY .;Y wVICINITYA�i SOILS REPORT � � '� �� ... , � �e •mow ruc co NOT TO SCALE y d ;l d t " ...a,• �... *.waw....w.v,. ,' .'--w, .........,.. •- o .r ,.l.tf ,.,.i N Aa✓�A.r... rm,�. ` •0 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT PHONE: (951) 694--6411 AT LEAST 48 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED ` l wq (q PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO :,.,- : : _- . .-_____ . -. :__ _ _ _ _._� -Y �•� - .• � . •.• PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. °'��a �', �:�M � o- _r A J I 11. POST--GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO INSTALLING WHERE APPLICABLE GROUNDCOVER _ � - TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINALRWOAD �. . INSPECTION. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOWw PREVENTION DEVICES PER THE U.P.C. 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, if Ot": DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS : . :.� -�--- �- * KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL TO BE PLACED, THE TERRAIN MUST BE CLEARED, �« - �"" ( r SUPPORT. A REGISTERED CIVIL ENGINEER, SAIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT ..OF FILL. � ..._., � - . � �.�....�. -„�:�..M. � .�Y t r�. � �� � SOURCE OF TOPOGRAPHY. 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE Y L. i MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITIONNd co a. a., . HALL & FOREMAN INC. AND PONDING WATER DURING GRADING OPERATIONS. ., 1 .1 -..w� ry - �-��� 43513 RIDGE PARK DR. .wj ..w... ..` ., TEMECULA CA. 92590 14. DUST SHALL BE CONTROLL0 BY METHODS APPROVED BY THE CITY ENGINEER. y I .. ' (951) 676-6726 DATE OF PHOTOGRAPHY OCTOBER 2004 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE � ._ w .W. _ _ _� • wp .: _ r. SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. f Irmo 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ASSESSOR'S ►RCE�. BE ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED THE ACTUAL : .N AP A PORTION OF 962-010-006 _ # DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. y '` Y "fig Y�g J k A; r i `w:{s1 r.. .r..tr✓.r :. -� ^w WAY 17. INA SEDIMENT T P -.µ�� .,A EROSION AND SEDT E CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE CITY OF i r TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE NO. 04-�-04 THROUGHOUT THE DURATION OF THE , �� � ����� � � - LEGEND. PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. -7, � • __ r 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION OF �, FINISHED SURFACE FS ELECTRICAL LINE E FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. , FLOW LINE FL SEWER LINE S - I TOP OF CURB TC WATER LINE W Ate. __. � FINISHED 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY , �•� SED GRADE FG GAS LINE G CONSTRUCTION/GRADING. � Ay ra ,:{{ HIGH POINT HP FINISH GRADE FG L.y... ..-. : 'j PERCENT EXISTING GRADE (12,34.56) •}' � � TYPICAL 20. THE PERMITTEE MUST OBTAIN AN ,ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC RIGHT-OF-WAY. CAL TYP. PROPOSED GRADE 1234.56 - - J��-- ASPHALTIC CONCRETE A.C. 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER GRADE BREAK G.B. CONSTRUCTION NOTE NUMBER 1 EDGE OF PAVEMENT .......:.... FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. , - - � ` "`�` � - CATCH BASIN C B - EES � � � .m; ..�: WOLF _ _____-�-______------� -- E T.S. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR _ � TOP OF SLOP DIRT ROAD REVIEW AND APPROVAL. - TOP OF STEM WALL TSW K --' ----- ---"_. -� BEGIN VERTICAL CURVE BVC A.C. DIKECREw _ 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM -��- MIDDLE OF VERTICAL CURVE MOVC SANDBAG IN ocDcao � DB G L E STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR END OF VERTICAL CURVE EVC CUT/FILL TRANSITION -----� �---- WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE ASPHALTIC CONCRETE A.C. APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EXISTING CONTOUR 1125}------- PROTECT IN PLACE P.I.P. PROPOSED CONTOUR 112 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL RESOURCES, OR ANY ' ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL 2 ENVIRONMENTALNOTE: RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY ' a SHALL CAUSE ALL FURTHER EXCAVATION R OTHERDISTURBANCEF E E 0 0 0 E 0 THE AFFECTED AREA TO IMMEDIATELY CEASE. � THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY THE DIRECTOR OF PLANNING AT NIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF AGENCY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSUL:r AND/OR AUTHORIZE AND INDEPENDENT, OF THE CALIFORNIA OR.NATIONAL ENDANGERED SPECIES ACTS. FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL SCALE: f=100' YOU ARE RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL PRIOR TO ANY SITE DISTURBANCE OR GRADING. AUTHORIZE THE RESUMPTION OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO 3 INDICATES SHEET NUMBER FURTHER EXCAVATION OR DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE BEEN APPROVED BY THE DIRECTOR OF PLANNING. EARTHWORKESTIMATE NOTICE T' THE r THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN PREPARED BY: PREPARED FOR: CUT 39700 C.Y. ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. APPROVAL OF f : .i M ,, THIS PLAN BY THE CITY OF TEMECULA, EASTERN MUNICIPAL WATER DISTRICT OR RANCHO F q 6V FILL 3,700 C.Y. CALIFORNIA WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY m 0 It s�9 17320 Redhill Ave. �:�' � ��'�a�D J.��y�Tl� �� OR COMPLETENESS OR THE EXISTENCE OR NON--EXISTENCE OF ANY UNDERGROUND UTILITY • ; PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE CONTRACTOR IS REQUIRED TO Suite 35(� �-� �� '� � �� TAKEALL LL DUE PRECAUTIONARY MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR 0 0 K I c H Irvine,CA 926140 - SHOWN ON THIS PLAN. Voice: 949-251-8821 2t7�A ?�;: 0 118701 pierce Stroet,Sul to 100 Riverside,CA 92606 �,���, I V I L s�� 05**0t1GRLD C H U !.T �A 9d9-ZS 1•� 1 Phone 951)710-19C10 Fox 951)688-8681 � �'��� � •{�'�`�'� � 1.::i. o C`A l��►'1 n PLA NN9R �► IIVGINE 9E5 S �1R '�' IY �3R �iLD07 � 16GR Camel IaWst� �3�: ��.-�►'��.�►,�. '�1-�►��rLD06428GR a DESIGNED BY DRAWN BY CHECKED BY ca CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE d�ESS/ � DRAWING Nth. � Q� �iy RECOMMENDED BY: DATE: 1 '�!7 0� CITYOFTEMECULA DEPARTMENT'oP PUBLIC WORKS -� CONTRACTOR RIVERSIDE COUNTY X600--82-69 1970 HORIZONTALS `U �� �, PLANS PREPARED UNDER THE SUPERVISION OF 0 BRASS DISC SET 1 EAST OF CONCRETE POST MARKER � � � .-- ACCEPTED BY: .. --- DATE: � �� 0� a T� }� o STAMPED 68 RESET, 2.9 MILES S.E. ALONG PECHANGA AS NOTED c� No. 64948 �,-, ��� . INSPECTOR l � p1 b Ll��gej. �rlr#t'S AeO Ft4'L U95 1-6,Ib-VI., / �,�/ PKWY FROM POST OFFICE AT TEMECULA 29' N.E. OF W n`► � �•.,.�• DATE: IX /IZ/07 -� Ex . 6-30-2009 DANIEL N I E L A YORKTENTATIVEX10 p .rxr.� ►xii NO. 331 4 • •HE PAVED ROAD 5 NA OF TEL. POLE NO. 8295, �Ry DIRECTOR PUBLIC WORKS/CITY ENGINEER � Qr�lr7 1-11 (eimr` 1. . 12-pb ~Ar �r ERIC N. SPAN LER C.W.T. 3' S.W. OF 36" CONCRETE STANDPIPE. VERTICAL �' f TITLE SHEET0 DATE COMPLETE Revise Bldg Type (sht 3, 9-11, 13, 14 & 17)} 1039-378 �� p� 6484$ 6-30-2009 43212 3--31�-O8 �-- AftN/A o CALrF R.C.E. N0. EXPIRES. R.C.E. NO. EXPIRES. o %NfOLF 1: st E 1E 14[ 1 A 10 17 R Ai:;17 14 izi 3312-4 8/20/07 1 R vi Yard Drain /70-1/0 � ° SHEET 1 OF 18 ES ase a d D a Location (sht 17) N t� �• --- AV b TYPICAL STREET SECTION R/W R/W 0.5' 5.5' PARKWAY 4' SIDEWALK 56' 28, 280 CONSTRUCT SIDEWALKS TO ADA STANDARDS WITH HC 10, 180 18" 10 1 ,,..--RAMPS @ INTERSECTIONS 3' 4' 6' 6' 4' / 3' PUC I PUE 2-#3 REINF. EXTEND 2'-0" EACH INSTALL 5' 'T', CLEANOUT �g SIDE OF ADAPTOR 5' CONC. CURB & GUTTER WITH 6" GRATE 2% I 2% FL-OUT PER PLAN s s sE s '� z :: � .. . . ..: . ..::. ... : .. S=0.0050 MIN. PROPOSED STREETS A — ( N � . . .. NT.S SLOPE PER PLAN PVC SDR DRAIN LINE �. O C) �,��. � 1/4" CHAMFER & "ALHAMBRA FOUNDARY' #A-470 OR "ALHAMBRA FOUNDRY' #A-480 OR EQUAL :. .. ... SMOOTH GROUT EQUAL RECTANGULAR C.I. PIPE ROUND TO RECTANGULAR CURB FACE/PIPE (SIZE PER TABLE) ADAPTOR Q:� R/W F R/W o f 3' 24' _ °v', Z D ECT. C.1. PIPE C.F. HGT 23' Ld z J 6" 3" x 12.5" 6" Z� z 13# MIN. 28 1 28' 3 MIN. o FACE OF GARAGE 21 I 21 FACE OF GARAGE � 2% 2% � RECTANGULAR PIPE THROUGH CURB 5 N.T.s PRIVATE DRIVEWAYS (ACCESS EASEMENT), N T.8 CONST. PER PRECISE GRADING PLAN TYPE "C' CURB & GUTTER TYPE "C' CURB & GUTTER PER CIN STD. 202 PER CIN STD. 202 RAW 4" TO q' CURB 3�_ i 2�� 4" TO U' CURB �' DRAIN (CLEAN OUT) 1•�25� I 10' 24 PRIVATE C URT OR WAY _ TRANSITION NDS-13 4' 6' v TRANSITION CROSS FAL 6' SIDEWALK o TC-FS TC-4" CF TC-4" CF Uj TC-FS Cr CF VARIES FL/r3 VARIES Cr CF 4" PVC 2% U FFS /2'R ABOVE UTTER RIGHT OF WAY � I +► FLOWLINE � SLOPE LINES PER ADA STDS. 2 SLOPE LINES PER ADA STDS.pl, % % �r ��, mo, PRIVATE STREET � SIDEWALK ACCESS . 'mob`°, 'SIDEWALK ACCESS= � PRIVATE STREET N. � � RATE - m $�33�.: RAMP � - RAMP - ���F_ -� � . . . RATE � CONSTRUCTION NOTES AND ESTIMATED OUANTITIES Max Y'cF MAX S' PVC . PRECISE GRADING QUANTITY TC-FS � � �� TC-FS � � TC-4 CF �, PER CIN STD. 303 a 0'�CF FL • PCC �� .-. � 16 FS � CF 4x3 REDUCER 3 TEE N0. ITEM TOTAL UNIT 4" TO Cr CURB ,: � IRON Q� TRANSITION ONCURB - O INSTALL 9" X9" AREA DRAIN, NDS OR EQUAL. 233 EA � TRANSITION � R=6.5 _ � _ R=6.5' - SIDEWALK UNDERDRAIN PIPE O2 INSTALL 6' PVC SDR DRAIN LINE. 11892 LF FLOW LINE N.T.3 � 4 O3 INSTALL 4" PVC SDR DRAIN LINE. 6,122 LF PRIVATE STREET TC-6'CF 4 CONSTRUCT 4° THICK CONCRETE SIDEWALK. 11,208 SF TC-6"CF RATE FL O5 INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 11 EA TYPE "A-6' CURB & GUTTER FL TYPE "A-6" CURB & GUTTER O6 CONSTRUCT CONCRETE DRIVEWAY. 10,514 SF PER CIN STD. 200 PER CITY STD. 200 O7 CONSTRUCT ASPHALT PAVING - 3'' A.C. OVER 6r A.B. PER CITY OF PRIVATE DRIVEWAY APPROACH / SIDEWALK ACCESS RAMP TEMECULA STD. # 115. 33, 03 sF N.T.8 12 INSTALLS' PVC SDR DRAIN LINE. 236 LF 13 CONSTRUCT 4" ROLLED CURB TYPE 'C' PER CITY OF TEMECULA STD. # 202. 2610 LF 14 CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 57 EA T5 CONCRETE STEPS (7' MAX. RISER) - - 16 INSTALL 6" 'T', CLEANOUT WITH 6" GRATE 11 EA 17 TRANSITION FROM 6" TO 4" CURB. 20 LF MORSE 17320 Redhill Ave. Suite 350 D O K I t H Irvine, CA 42614 � Voice: 949-251-8821 S t H u 1.t Z FAX: 949-251.0516 CD PLANNERS ENGINEERS SURVEYORS LD06ml28GR 3 -o Drawin No. N UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ��'^�' g RIVERSIDE COUNTY 600-62-69 1970 �O e�Of $pll � A�EE��Ef} BY:� �,,�,r DATE: z�? o l CD CITY OF TDEPARTMENT OF PUBLIC WORKS CALL: TOLL FREE BRASS DISC SET � ' EAST OF CONCRETE �� �� �ti� `� BY: _ ) \ POST MARKER STAMPED 68 RESET, 2.9 HORIZONTAL ; � �� � PREPARED ACCEPTED BY. �✓r. DATE: �"Q-v7 ,�oy ? MILES S.E. ALONG PALA ROAD FROM No. 64948 � m `� 1-800-227-2600 AS SHOWN ,,, ,�, ��' 2� �-�r WILLIAM G. NUGHES __ � POST OFFICE AT TEMECULA 29 N.E. OF c� Exp. 6-30-2007 � �--p --- __ __ ____ -* * ERIC N. SPANGL DATE: ��'� � r�� 1�aK5/C17Y �'NG►�N�� � '��' �,:.,�� .:�=F��.a TRACT No. 33124 � THE PAVED ROAD 5' N.W. OF TEL. POLE s � N cIv►'� `P ...`-'::=::=::... PRECISE GRADING PLAN CD N0. 6295, C.W.T. 3 S.W. OF 36 VERTICAL 9 � °�,.�����isee:�:� TWO WORKING DAYS BEFORE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN TF�F CAL�F�� R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. 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PER CRY OF TEMECULA SID 115. j W�AY INSTALL PVC SDR DRAIN LINE, UA INDICATES GARACE DROP (13) CONSTRUCT if ROLLED CURB TYPE 'C' PER COY OF TEMECULA STI). # 202. GREATER THAN STANDARD 03 CONSTRUCT Y SIDEWALK UNDERDRAIN PIPE PER CRY OF TEMECULA STD. # 303 GRAPHIC SCALE ral CONCRETE STEPS (t MAX. RISLn) INSTALL (r 'T CLEANOUT WITH (f GRATE $5 M 0 R 3 9 17320 Redhill Ave. 1 10 0 10 20 40 60 METAL CATE LOCATION luito 350 TRANSMON FROM 6* TO 4' CURB* ADDITIONAL STEP REQUIRED D 0 x I t Irvino, CA 92614 L D 06-o film Voice: 949431-8821 wo IN FEET ENHMCED ELEVATION S C H U L I Z FAX: 949,251-0516 cNr A om 0 1 Inch 10f to LD07mal 16GR PLA NN9 R S 9 NOI Ng 9 RS S U R V gy 0 R s LD 6w 28GR ---------- ----------- Drawing No. E, AL -D'A'Im Im E BY A, 9 DA7E ACC'D -A -A. SERVIC, ERT R V18, 1ONS BENCHMARK SCALE DATE: lz Ml== 8/20/07 E.s CHAN FRIVERSIDE COUNTY 600-62-69 1970 DEPARTMENT OF PUBLIC WORKS 2A!A BRASS DISC SET l' EAST OF CONCRETE POST Ike nu, 101101n eo 06% 010114pet, Iftiz LOTS 1 (0 HORIZONTAL t--: y PREPARED ir a DATE: ET, 2.9 MILES S.E. ACCEPTED BY: '00 V ALONG PALA ROAD FROM POST OFFICE"AT AS SHOWN No. 649,48 UANIE RK LOTS 1 6 1-800-227-2600 V" i2,hz/,o 7 'TEMECULA 29' N.E. OF THE PAVED ROAD 50 EXP. 6-30-2009 0 QPr/DIRECT R NGINEER TM""`0` CT No. 33124 ERIC No SPANGLER DATE-0 10-11, N.W. OF TEL. POLE NO. 6295t C.W.T. 3" S.W. jJ1 A - go* VERTICAL civil, 10 0 4 fflf PRECISE GRADING PLAN 0 OF 36' CONCRETE STANDPIPC. ELEV. 1039-378 CAO R.C.E. No.: 64948 EXP. DATE: 6-30-09 R.C.E. No.: 4321.2 EXPIRES: 08 S HT. 0 F &I R,� YOU DIG CITY OF TEMECULA, RIVERSIDE COUNTY, CA ........... Per Rev I Sht 3A "M 8.081 87.00p 46.92' 40.080 20.W' 7 T. 77,17 77. w 7�7, .7 1,777r, -7 7 77 '77.,,7=,,�1 717r 17� 777! 7p'777-!. 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S=0.00500 81.50 1 .0 Ems-- HP 80-90 TG 81-20 HP BO.20 IN 81.60 LOT 7 FS LOT 20 FS LOT 13 3A FF 81.90 TYPE 0 fl-lin TYPE 2E FF wz-.uv PAD 81. 410 FF 82.90 4 PAD 81.40 82-30 PAD 6 co FS 00000� MODEL LL: 4 81-60 oFG 81.70 FS 81.60 FG 5.o FS 2 81.00 TG 81.60 81.30 80:60 X 79.80 1 Le NV L6 HP HP .79.82 INV VIM 80-36 TG A16 L k36 79.76 INV FS. 7 T 7 7' 39.79 i ", f ,.. 20.0 47-23 7.O0_____ 0 1 87.00 L 4 I79.99 FS 12 .... ............ 80.00 TC 80.17 fe 79-55 FL OUT 79.70 FL OUT 0 J.LEMT11 DAVIANA WAY ..eoF CA Lis ON W CONSTRUCTION NOTES ''7 STRUCT ASPHALT PAVING A.C. OVER E� A.B. PER CITY OF GRAPHI SCALE INDICATES GARAGE DROP (D INSTALL T X T AREA DRAIN, NDS OR EQUAL. @ TEMECULA STD. # 115. GREATER THAN STANDARD 03 r%-r A INZI IALL LI m 0 R s 9 17320 Redhill Ave. 10 0 10 20 40 60 INSTALL Cr PVC SDR DRAIN LINE. Suite 350 e%-r A it @ CONSTRUCT ROLLED CURB TYPE PC# PER CIlTY OF TEMECULA STD. # 202. D 0 K I C ti Irvine, CA 92614 METAL CATE LOCATION 1%IALL 4 PVC SDR DRAIN LJNE. CONSTRUCT I SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 CONSTRUCT THICK CONCRETE SIDEWALK. Voice: 949-251-8821 @ CONCRETE STEPS (1` MAX. RISER) INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 5 C H U L T Z FAX: 949-251-0516 IN FEET ENHANCED ELEVATION CONSTRUCT CONCRETE DRIVEWAY. INSTALL 6r 'To, CLEANOUT WITH Er GRATE L0 OS 0 lb (4%N& 1 'Inch 10f L. P L A IN IN 9 R S 9 N 0 1 N 9 9 R S S U R V 9 Y 0 R S SEE SHE M TRANSITION FROM Er TO CURB. LD06wl28GR 10 Drawing No. UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D SCALE ? did RIVERSIDE COUNTY 600-62-69 1970 9t'E' OB Y DATE: 7 940 IFIN Is llsl>fut 140115 S CITY OF TEMECULA LIC WORKS BRASS DISC SET 1' EAST OF CONCRETE .0 CALL: TOLL FREE I-, Y_ U. PREP ED BY2 -4-0 D 68 RESET, 2.9 HORIZONTAL Q-z %_ U I w : DAT E' J.�. No. 64948 f 1-800-227-2600 MILES S.E. ALONG PALA ROAD FROM J, %.,& LOTS I Owl 2 2 lw CULA 291 N.E. OF CC- Exp. 6-30-2007 Z(io 07 w mwCy6V CV pualx uml�151cwf FV(q1w9l0;s THE PAVED ROAD 5 N.W. OF TEL. 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DRAIN LINE. 4 INSTALL Er PVC SOR DRAIN LINE. CONSTRUCT ROLLED. CURB TYPE 'C' PER CITY OF TEMECULA STD. # 202. INDICATES GARAGE DROP 1C S C ALE GRAPH' GREATER THAN STANDARD 0.3 x CONSTRUCT I SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 M 0 R s 9 17320 Redhill Ave, INSTALL PVC SOR DRAIN LINE. 10 0 10 20 40 60 Suite 350 CONSTRUCT THICK CONCRETE SIDEWALK. CONCRETE MAX. RISER) METAL GATE LOCATION D 0 K I C H firyine, CA 92614 INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 il.KJALL 1� 'T CLEMOUT WITH Ir GRATE < Voice: 949-251-8821 TRANSITION FROM Er TO 4 CURB. CONSTRUCT CONCRETE DRIVEWAY. ADDITIONAL STEP REQUIRED IN FEET S C H U L I Z FAX: 949-251-0516 CONSTRUCT ASPHALT PAVING I A.C. OVER 6r A.B. PER CffY OF 0 . ENHANCED ELEVATION 1 inch 10f t. TEMECULA STD. # 115. SEE SHEET 8 PLANNERS 9 N01 Ng 9 RS S U R V I Y 0 R S LD06mwl28GR Drawing No. UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACCD SCALE F_ EPT90 BY:- DATE- Cr) P-ww-p__F_ low 1714007 CITY OF TEMECULA LIC WORKS RIVERSIDE COUNTY 600-62-69 1970 s BRASS DISC SET 1' EAST OF CONCRETE CALL: TOLL FREE I—, G; PREPARED Y: %J ff HORIZONTAL Y: DATE- P 68 RESET, 2.9 0 No. 64948 LOTS 1148 MILES S.E. ALONG PALA ROAD FROM \IVIWIAM 6�14V(all%oUV 0- 1-800-227-2600 Uj � 109 470 1_� P 29' N.E. OF cc- Exp. 6-30-2007 NEW C-11) VlqgCTO;? OV S)MIC UF?w6 T 02 `� RACT No. 33124 ERIC N. SPAGLFA DATE. THE PAVED ROAD 5" N.W. OF TEL. POLE ........ CD NO. 6295, C.W.T. 39 S.W. OF 360 VERTICAL PRECISE GRADING PLAN 13EFORE YOU DIG C*f%-"/\IN CRETE STANDPIPE. ELEV. 1039.378 AS SHOWN Cffi_\� R.C.E. No.: 64948 EXP. DATE- 6-30-07 R.C.E. N o.: EXPIRES: CITY OF TEMECULA, RIVERSIDE COUNTY, CA SHT. 5 OF 18 Mll . 4" 77j," goommmoo IM7 -0100 dOOMMOW 87.001 26.00' 87.00' 7 7n 1= v.,7777 77,777777=� 3=777, -77,77 -7 lei %A'�4� -7777',77r -774'i 77 -777"7 77 A % �A 0.111 Z,A,r e. % 4 A �l ,4 ., �A I,".I; Ul� Z 14 C, kV r,-, Yy V ;�14le _,"4 AI 6"7 Z�,", 7 .1� F ,,,,­', ,',"'­',4 5A 'K V;, "a �l g 5. t',-1,� 4, "I ;,P�Z� 17 ,,, ," " " --,_­­!�,,�;! - s'4 tr�t z �J" b -7 7, ?7 -7 41 7 77'77- 77777 r7'7M,777 'r 77w--7 r77 7 :777, 77, 7 -"T 71P .7 777,7. 77,7 `77m, 4 "�,,t r- 7"7777 7, 77� -7,7 .7 77�, 777 37 7T, 7"' 7 77 777 rv-7 7 7 7 77 7"77 _7- -, , ,77, 7 7, -0, w'. llRq7Elz'l,i_[ 'A x 5 7 'w �y V �y,y Al-� ...... ;,:7 7 or V 83.40 8 S=0.0050 83.40 3.10 TG HP 82-30 INV HP 83-80 83-10 TG 83-80 1.0% MIN. _d ... 4. amnffi�44--fto ON-0 fismol,4 S=0.0050 FS FS 83-20 FG 83-20 82.30 INV FG 1 .019 C) 16. 15.0 CN 1-7.0 - ____ a ::� 83-80 ONE-- 83.00 TG *81.96 INr FG 84.00 84.00 83.70 84.10 FS LO FG FG 2 83.40 83.70 LOT 21 CD FS FG 6 LOT 22 V� 84.10 co FF 84.20 2Y. co Ica CD I TYPE D [ PAD 1(83-20 00 FS 82.40 2 4 L.L: FF 84.40 5.0 FS -0.31 PAD 83 LO LOT 16 RAISE PAD j I 84.10 2% 82-.85 R) 4 82-83 FS TYPE 1 AR FS ELEVATION 83.90 FS 83 50 TG FF 83-60 83-30 00 83.90 .............................. 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REVISION$ DATE ACC'D SCALE jeeeeplows 06 ___ . __ -. ... # Draw*ng No. CD - .. . ...... �.- .. . ­� � . 9 E afgW BY: . Ad'a DATE: I . .- -__ . . qw .,** - I/ --ImIlu RIVERSIDE COUNTY 600-62-69 1970 s 1% ?'-*11' 2 0 % . 1 . !e7 CITY OF TEM� "ECULA DEPARTMENT OF PUBLIC WORKS &&%� CALL: TOLL FREE BRASS DISC SET 1' EAST OF CONCRETE of 1��. . ___ _;��' IC G) PREPA EDBY: .. . .. 0 . . PO 8 RESET, 2.9 HORIZONTAL V) __1* .. - ir�_ __ n S� 0 �7_ Y: 00 DATE: 2.-a W'*-,* =J . MILES S.E. ALONG PALA ROAD FROM No. 64948 01 ( *7 _V 1-800-227-2600 k,4 _jP,%ArA00'mM WILLIAq(m.AVGAE9 LOTS 29sw32 2 ECULA 29" N.E. OF - Exp. 6-30-2007 A aw- -1 *#*.- - I / ?otm,L07 O_ THE PAVED ROAD 5" N.W. OF TEL. POLE " ERIC N. SPAMER 6 DATE 910CTOF3 Or FUVLIC W�RA5/cq p;1-1QNgQ;i � - F. a 1__� . 51 N"? :I 6-4 TRACT No. 33124 R - NO. 6295, C.W.T. 3" S.W. OF 363 VERTICAL CIVI\, ,% . . I..."" - " .. .1.1. .. K I Ns -e- ..198.1 ORE YOU DIG ll R - ' . � -- PRECISE GRADING PLAN cD I i ETE STANDPIPE. ELEV. 1039.378 AS SHOWN. Of- C&\ R.C.E. No.: 64948 EXP. DATE:.6-30-07 R.C.E. No.- ��e-a I-1 EXPIRES:_____!_�F/t4!�/o 0 0 " �� �_s , I . . �0_-_­- -------- - . _ _ ____ ....__.. . . ---------- --------------- - . .. -_ - -- -_____--- CITY OF -rEMECULA, RIVERSIDE COUNTY, CA SHT. 8 OF 1 8 to N . � - - . .. I . ___ -------- I - . -.....- - . I .- . 6 1 , I I % �0�� I : � �� , , I - "' ,,, " , , I ,�i e CI ; A . , , I , - , , I I I I I I I I I I " J� i , I I I I I I - I I I I il 11 I I I , � , , - I 11 , , I. � I � - , 11 I � " 'I :� 9�111)'11'�, I I � �F, I 'I / I �1 X0 I � - - . Ns . . ---. � � � i SEE SHEET 5 .......... GRAPHIC SCALE DAVIANA WAY 10 0 10 20 40 60 ......... ....................................................... y IN FEET } 1 Inch t t..,.., . 0,5 1OT 14 80.14 FL OUT , 14 01 80.58 FL OUT CQ . .. x 80,9/ I 12TC I .. 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OX MIN. 80.70 INV �(" w S=0.0155 a • 1 �•V �f� � ;yam 9 N' ac:�' [ d YM,_� ,.. 'h y w"8 iYt.w k 'W^��'y #,:^�v„ P *r as q • 0 1 81.7 CONSTRUCT 4" THICK CONCRETE SIDEWALK, 5.0 82.10 �'^' I �•r/� K I / • air ?�:�a �' ! �"� �"^�' �"!aa a�..� �r; H/ 8 1/7a 1 a1�' d r 5 INSTALL CURB CUTLET STRUCTURE PER DETAIL ON SHEET 2 FG . ' 3 So.39 Tc 1r u x} m 82,00 H I 79.94 FL OUr 81/40 TG rCONSTRUCT i $2.40 � � p.� ti' a�4r � FG 1 _ 8 CONCRETE DRIVEWAY. w... 82.10 . 82,00 80.70 INV � Q FG ,��� r ���s rte. �`�r� ��!��xa�' sti��r���s� `�` • • • C) a z� ,: �:� hr r � t I 7 CONSTRUCT ASPHALT PAVING - Y A.C. OVER Cr A.B. PER CITY OF a I � � FG 06 • ➢> a 5Ia TEMECULA STD 115. • • r r f /� wnj 00 LOT 35 1 LOT 4-88 -r,. r � FS 12 INSTALL Y PVC SDR DRAIN LINE. ${ •6 I CONSTRUCT ' R R ' TYPTYK 20 13 ROLLED CUB TYPE C PER CITY OF TEMECULA STD. 202. 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[� S'.%�>".•!,L FiY'�T��Yn�,`W6�yYL r=�tyrZ�K�.r�'.7r:.1.^,�'t',^f'�.t:JA'.�`.Xr�,�'.:Y...yrv.f.... .. !. .. r�, i 46 N 5 C H U L I Z FARC. 949-251-0516 ,Ow%T TYPE 2C TYPE 3C FF 1 LD07mol 1 82-06- FF 82.14 PAD 81.40 PLA NN9R 9N01N99R5 SURV9YOR PAD 81.54 SEE SHEET" 10 LD06428GR DSERVICE ALERT' � ,� NUNDER R NDATE DY REVISION$ DATE ADS D BENCHMARK SCALE ��Shor,04p:7Drawing a♦ , 0 S�© DATE. / DEPARTMENT OF PUBLIC WORKS 8/20/07 E.S. 1 CHANGED LOT 4$ TOA 3B �' /�► RIVERSIDE COUNTY 600--82-89 1970 �� S�,q l _..- BRASS DISC SFT 1' EAST OF CONCRETE POST �, Ca . CALL. TOLL FREE �. �' PREPARED BY: MARKER STAMPED 68 RESET, 2.9 MILES S.E. HORIZONTAL w w -r ""' DATE: �? 17L,07 0 6494$ , �, ACCEPTED BY: ... 33n*36f 1--800--X27--2044 471w50 ALONG PALA ROAD FROM POST OFFICE AT AS SHOWN � a. ,,�, I DANIEL. .YORK f 1 '� � � � .rrc� .xia TEMECULA 29 N.E. OF THE PAVED ROAD 5 c� �x�• 6-30-2009 -� D DIRECTOR OF PUBLIC WORKS CITY ENGINEER r`:. Y�r-�- '� A. I PAN � Y:: Y� yaa�.Yr:.'� N.W. OF TEL. POLE NO. 6295, C.W.T. 3 S.W. ERC N. SPANGLE DATE: 9 ..1 Y`e .�-- OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL �.� Ct V . .� d ..,�::.:.:..:..•.• PRECISE GRADINGFLAN ML TWO WORKING DAYS BEFORE YOU DIG ��� �.��o • 432�2 3 31 Q� r��i�e�•. � AS SHOWN CA R.C.E. N0.• 64948 EXP. DATE: 6--30--09 R.C.E. No.. EXPIRES: ^ _ 8' CITY OF TEMECULA, RIVERSIDECOUNTY, SHT. OF �, _..- c) P I I I . . � .. . I . � ; -I,-,.-,--.- .1 -.1— � I . . . . , . . . . . ., . . . " .. ,--_.--_---_------1 .... . . I . . I . _1 . . - . . . . . . I . . � . � . .. . . � . . . I . . . . . . - . . . . ...-- I - .. . . . - I ; - - -_ I .1 iI � __- . ----_____ ___— .. . .. . . I I . . . . . ......... i I . . I I . ,olfiss SEE SHEET 9 - . � LUT 47 1 - . .,. .. 1110 � .. � .1 . I , - � � "I 2 ,,r��,.,-"-��,��'-"',O-�.-.,---71�"-'-, /� ........... I -_-___._l_,_ �I C...'� il . ­­ . . '_�' I "/ / / 11 1�1�' " ,e lr-e"�, ­�, 11. 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T��.�. �'R�� BRASS DISC S�:t' 1 EAST 0P CONCRETE PAST �� .�� � PREPARED BY: HORIZONTAL MARKER STAMPED f 8 REI ,. . I 1 . 9 SET, 2.9 MILES S.E. � � � .-" ACCEPTED BY: �.'000/ �'�` 17 o P c' No. 6494DATE. '/ 1-�8a- ! 7--� (�a ALONG PALA R�]AD PRAM P } T QPPIC AT A �tC1NCV c 8 ,�' '" ,� 40w43 -� ' Exp. �- �- '`� �' �°` I ��. °� SAN IE' A.��R� �TPMECULA 29 N.Er OF" TSIE PAVED ROAD 5 %. 3Q 2009 .�, .r;.*. ;�:, & � ERIC N. �P C� DATE: � DIRECTOR QP P�IDIJC WORKS/CITY ENGINEER 1��.•w �,.- .y��x�r N.W. OF TEL. POLE Na. 6295, C.W.T. 3 S.W. 0 �„ DA � b x.. TY TRACT No. 33124 :i , OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 VERTICAL �q �'tVt�- X � .&#. ....rr•r... ''� T1Na WGRKING DAYS 8E�'GRE YOU DIG � 0 .1 r::• PRECISE GPLAN AS SHOWN CAS. R.C•E. No.• 64948 EXP. DATE: 6--30--09 RI ... .....-..--. - rC•E. No. . __..._­ .: 43212 EXPIRES: � 31 OS ��• I I . . I ____ _-_ ____________----L--------­­-­------ -- ____ --- ----______--______ - CITY OF. i . ­­­TEMECULA, RIVERSIDE COUNTY, CA SNT• OF18 � _____.___._-,-- '-----"L--- _­­ --------'--L-- .__ ____- . . -_11, ------ __.___.____,- - .,�.. �� --- -- --___________ - .. ) � � I ; . � I I I - _____ - __ ______ ------- __ --------- ________________ I __________ - ______________ . . -...-- ______________- ___---_______ ____.__....__.______ ________________ _____ _______________ . I SEE SHEET 4 - I ­ .1 I . - l - ) . wl�,;,,, 1`11�f,ll) ... , ,_�" I I" C.,C/ ; �/o ! �, _,., � i I '' 1 _4.,..,., .._... . -, . .. .I . .. .. . .. _ ......''.1 . . I... . ... ..l. I ... .. . . . . - . 11 . . . ..-I. . .- . . .''.'.1.1-1-1 .l.. � DAVIANA I - , , I- I - - ; i; I . .. " . 1 . .... 1. .r I _.. ; ;,7 -,i'��/o .� ­­ .. I . ...-, WAY �_''.1 � .. . . ... . , I I .......I, 1. � - ­­I � ..-1".. 14 .�4_.__-_,.___..__ � 1� - .. ; : A - - . �-I I - I--, - . .. . I".... .,...I i "'110 . .......t- t I . . .. 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I I REVISIONS DATE ACCID $CAL � � Ra�er^4^11 -_ - & rowing o. v I UNDERGROUND SERVICE ALERT DATE BY )v MCIRfIV BY: - Aoe,.dd DATE. zb)o 7 C-D E 6 - -___A--------- .. - ____ . ____ at � . - .­_...... - CULA LIC WORKS ., A RIVERSIDE COUNTY 600-62-69 1970 % 101*Wos ex) szt4 �114v$et> r00L LOIS 51 5 f 144 * 0 =j I - ul BRASS DISC SET 1' EAST OF CONCRETE f . . - _+_j 11 Q CALL: TOLL FREE 1-1 Y_ G PREPARED Bv: % Le I h. =:3 HORIZONTAL v .� I � D 68 RESET, 2.9 V) i;;U. � : -O&O DATE L? %T*ep7 -0 11 � L" No. 64948 & & LOTS 51 m54 2 - . MILES S.E. ALONG PALA ROAD FROM m - WILLIAM Go Kr*H55 a_ 1-800-227-2600 Exp. 6-30-2007 r,r) A_�I I z(0 0 ­. 1____-_� . CULA 29" N.E. OF 0 - 91R96-roR Or PUOLC MgV5101Y P-*-QNMvi I -, --- R TRACT No. 33124 R ^ * ERIC N. SPTNILER I DATE: I . . THE PAVED ROAD 5" N.W. OF TEL. POLE x .y I., F *.,.*.,.,.,.*.4:.*!.4,/ el v I ":............ c:) NO. 6295, C.W.T. 3-* S.W. OF 36-P VERTICAL 10)"'% t . --1989L--.-- PRECISE GRADING PLAN %_ Ar 0% " TWO WO U DIG I . 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ELEV. 1039.378 VERTICAL ORE YOU DIG PRECISE GRADING PLAN 4 V_ CAO R.C.E. No.,: 64948 EXP. DATE:�6-30-09 R.C.E. No.. 73212 EXPIRES: --3/31./08 SHT.1 3 OF 1 8. ...... CITY OF TEMECULA, RIVERSIDE COUNTY, CA Per Rev I Sht 13A I I I . . %.- I . I I I I . . . I . I . . . I I I . - . - � . . d . . . .-- .---- -.-..--..-------—- ---- . ----..------ -------1-.-..-.-- -.- . . .--- -.----I----------1 . . --------------------.11-.---..-------.-- --- . .- - . .-. . I -. .-- . ... ..---------- -------- ---------.....- --------.-.--- -. . .. i - -. . ...-.-.-------.---....-..----- I ---------- -- --------- ----------- -...-------.-- -- ------.---- .. I . I SEE SHEET 13 . . . . - I I I � . . - I - . � ,. -s . .. I , , ..'.11 1:1. . � . I - I . .., .. . .. . 4 -1 "' . 11 f, 16. I . . I . . . - . 11 1. .., , ; . i 11 . I "� ; 1. �' 4 .. �-11 - �' ., ,,,t. ( � . , ..,g ,,,,--zox,41�",, I 11 . . ,., 1, .:, .� ... tw,,�,.�".,%$.�,�."Ikg;�tr-44.�,, ,�,;, A I . 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BRASS DISC SET l-' EAST OF CONCRETE f-1 f (;) PREPAR D BY: ACCEPTED BY: .- DATE: 1?1171-07 - -V CALL- TOLL FREE lbl'h A-L — /A� HORIZONTAL (n --� I . LOTS 59 w 62040" 2 1 ST RESET, 2.9 �1;0 to f 3- ' I 1� U z — � . --- MILES S.E. ALONG PALA ROAD FROM I'M. 6494) m Aq I DOAANNII LA,YORK ,----", rrl z - R 11 I .1-11 1-800-227-2600 POST OFFICE AT TEMECULA 29" N.E. OF Exp. 6-30-2009 DATE: OPTI DIRE OR OF PLIOUC WORKS/CITY ENGINEER 9 i ! TRACT No. 33124 �", I . THE PAVED ROAD 5" N.W. OF TEL. POLE I * ERIC N. SPANGLER U ........ .1 ON& A C> - CIVI\.- It -,.. PRECISE GRADING PLAN " �l NO. 6295; C.W.T. 3' S.W. OF 36' VERTICAL SHT.14 OF 8 to I . I - --t- I CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN Of- CAO R.C.E. No.: 64948 EXP. DATE: 6-30-09 R.C.E. No.: . 43212 EXPIRES: 3/31/ V 0 CITY------OF.,--TEMECULA, RIVERSI-DE COUNTY, CA ------ ------- .. << I REYOU DIG I - -----------�---- ----- -----------..- ---.---- ----- — - ---------01--- .-....... -...---.. . - .1-1--- -- ---- �� . ..--. I --- �- -----------------_____,__,,__M_________-_-- --------"-'L-111"- ------ m-- --- L---......-I.,.­­­-, I -- --,-,�- ---- --------- . . . - 11 --... ---- -... --1 ------- ---��,­]____11. --m-101-11 I . . Per Rev I Sht 14A 5 Now �- , , , , '' �Vii FO "Ji � �j � ", "" I i 1111JI " ',I' I I ?I 1. I ll� I I 'T ; 11 I' "I I I IV, I , , - M - , , I" I -.- I -1 - - I -� 1 � , 'I i� I It . . . I I LOT 62 LOT 61 SEE SHEET 14 LOT 59 TYPE 3CR TYPE 2E LOT 60 TYPE X FF 82.70 FF 82.40 TY E 1 A - FF 81.60 PAD 82.11 0 PAD 81.80 FF 82-00 L PAD 81.00 PAD 81.4f) 00e, 7,...........014�%, 00/ FIL a GB* IIV_LO I.33.48, -A %-Owl ,A r I52*4.8 2 I4 1;�,1 17 4rl,. p, 81.58- 81. 0 79.5, 6 UU,4 P�w FS FS FS GB TC.00,ILO C:)7,� G.F. 81-90 79� C I Fl- 81.60 81.6 81.20 81-20 HP 80-80 HP HP HP mommmom MOMME"mommmomm"me AMNON" MOON="MOMM" m�01MOME"mmmom�m� HP V CONSTRUCTION NOTES 82-10 FS INSTALL X T AREA DMN, NDS OR EQUAL I82-20 INSTALL Er PVC SDR DRAIN LINE. FS INSTALL 4 PVC SOR DMN LINE. 0 CONSTRUCT 4! T'HICK CONCRETE SIDEWALK. 81.50 INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 FG 81.10 TG 79.18 TC 0'" 80 90 TG FG CONSTRUCT CONCRETE DRIVEWAY. 80-50 INV (D--80 81.30 TG .00 14 INV F - 12 i 80 50 TG 78.73 UT FL CONSTRUCT ASPHALT PAVING A.C. OVER Er A.B. PER CITY OF 81-50 80.50 INV -79."60 INV I -m-0-W-ma -EW TEMECULA STD. # 115. FG I81.10 1=0-OW7 FG INSTALLS PVC SOR DRAIN LINE. 80.90 TC CONSTRUCT 4! ROLLED CURB TYPE lCl PER CRY OF TEMECULA STD. # 202. 80.00 81-90 CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. # 303 0 20.0 I 0 79.60 V 15.0 50 IN CONCRETE STEPS MAX. RISER) 3 5.0 5.0 LOT 64.INSTALL Er PT CLEANOUT WITH Er GRATE co LOT 63 81.90 TYPE 1AR IFY E X LOT 65 TRANSITION FROM Er TO 4! CURB. Lfi FG 14.7" F &2.,jv FF 4P4- b- W,00 3 1 F TY PAD IPAD Al_Q0 81-50 FF Sig,1p 0 IPAD 81 9 0 6 81-20 81-60,vt �� , At 1.60 1.20 .80 78,5 6 Ft.PIP HP 14P 0 HP PIP 0 J INDICATES GARAGE DROP ANN="monow" m� fbt.to Qj AQ 0 80.8 REATER THAN STANDARD 0.3 8+760 FS Hp FS .100 FS %r-4 VV&14 0 FS &4-.W FS CN &f-M FS AL CATE LOCATION MET 81.50 FS 81.10 FS 80.70 FS rm CN 79.01 TC I78.56 FL OUT 0 ENHANCED ELEVATION 5 4 5.00 ru.V 51.62 iORMEM--a W-0,_00 mlso.000-00 .""010 amemb O"..mw .0 .0-90 I ammms-0.0-a .Maio-F�m -moo_"'"'79.15 2 78.92 Ilk S=0.0050 8 1.30 TC INV INV (D000,79.33 0 TG 79.80 T-G 79.5 V 78.7.2 INV 79-6� 9 8 IN 80.90 TG 80.�5 TG 4 80.90. TG ('�_7_8.90 INV 79-70 4 16 79.13 INV NV FS 4,C) r C)r t �11'1 ............ T�14 V..i�44 7 Nj F'S GRAPHIC SCALE I40 60 10 0 10 20 40.-8 00 4G..00'3 39.30, -35 I .............IN FEET 1,1,7 I1 inch 10f t. 77,61 F'L 0, -T'( .......... �4i Eli m 0 R s 9 17320 Redhill Ave. ............... LOT 67 LOT 69 ILOT 68 aw Suite 350 LOONOL T 6 6 TYPE 2E TYPE 2DR TYPE 3BR I C H Irvine, CA 92614 FF 81-90 FF 81-10 TYPE 1A FF 81.40 PA PAD .(80 FF 80-90 CD PAD 81.30 D 1(80.80) PAD (8 Voice: 949-251-8821 0.5 C H U L T Z FAX: 949-251-0516 L 0 I C,tz OF cA LD06mwl28GR cn 9 N 0 1 N 9 9 R S S U R V 9 Y 0 R S P L A N N 9 R S SEE SHEET 16 Drawing No.UNDERGROUND SERVICEALERT DATE BY REVISIONS DATE ACCT - --- SCALE DATE- Z/A/900;P ll�) CITY OF TEMECULA LIC WORKS RIVERSIDE COUNTY 600-62-69 1970 0 VILft Lbl 001�- moo BRASS DISC SET 1" EAST OF CONCRETE li 0 Y, PREPA ED BY:CALL- TOLL FREE D 68 RESET, 2.9 HORIZONTAL : DATE IWV'7 LOTS 63m65 2 MILES S.E. ALONG PALA ROAD FROM `j N o. 64948 \0 L U AM Q, 14 V(Q HZ5 ... 1-800-227-2600 rq LA 29" N.E. OF Exp. 6-30-2007 30 W f�VLC \kV;?k51CV 15NGINW,41 TRA T No. 33124 THE PAVED ROAD 5 N.W. OF TEL. POLE ERIC N. SPANGL R DATE:CIV0, ...:...... 6295 * OF 36 VERTICAL PRECISE GRADING PLAN NO. C.W.T. 3 S-W CN SHT.RE YOU DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN OF CAL R.C.E. No.: 64948 EXP. DATE:.6-30-07 R.C.E. No.- EXPIRES: g/_�p LO CITY OF TEMECULA, RIVERSIDE COUNTY, CA 1 5 OF 1 8 SEE SHE 15 DO OE WAY LOT 63 LOT 64 LOT 65 3C TYPE 1 AR TYPE TYPE C__4 3 FF 82-10 FF 81.70 FF 82.50 PAD PAD 81-90 D 81-50 81.10 -7 I- /'I 7 9,0 6 C -8,46 I ............ 8.5........... �j .......... If 7i9 30 51.V 45-00 43.30 51.62 i' ;4 00 --------------------46 Mi 47", .0 4.)LO /I 78.80 TC C:)............ I 0/wo C) 9.79 78-34 FL-OUT N 1.0yo............................................ FS 5 0 79.4 80.50* op 0 TG lFS FS 79-00 80.10 78.63 00A, INV INV - INV INV 2 78.81 4 80.60 TG 80,00 TG 79-60 TG *78.44 78.98 < 2 80.20 TG I 2 FS V; 79.16 INV 7.8.98 NV M.79 INV 76.61 INV S=0.0050 S=0.0050 4001MOR -0 doom&ewm� ­06-4NNUMP OWNED .W.0 N.ma�0-mono-p..0 so amma mmse wwwo 0"0 0�am�anow p --Ndb�50 4AMMED on) 0.3 38.0(Y- -4 f% -Z in IL 59.iv W :XGI rVo A I 35.6 39-30 L6 00 d�C>.4 ID V_to-40 F�Z CN W.J00 FS`0 FS 86.�O FS 80.50 FS 80.20 FS 8 80.00 FS 80.90 FS 81-00 81.00 1 1 80-60 �bj100 80-30_";-jtp 80.30 80-10 HP HP HP HP p 8*60 Hp H 80780 FS FS 80.10 FS FS 80.60 HP Hp -low-CONSTn"UCTION N011EES LOT 69 LVT 67 1 8.00 8 5- 5.0 5.0 50 L10T 66 5.0 13.0 TYPE 41-9.- - 2D LOT 6(D INSTALL X T AREA DRAIN, NDS OR EQUAL. V,oo YPE TYPE 80-90 Co r3't 3 FF 80-90 1(80.PAD PAD 81-30 3 FG FF R4 4'0 3 INSTALL 6' PVC SDR DRAIN LINE. L PAD 1(80.80)1 3 3 PAD (80.30�INSTALL 4! PVC SOR DRAIN UNE40 80.0 TG CONSTRUCT 4! THICK CONCREfE SIDEWALK. t2 80.90 15.0 INV 01 C>INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 FG 7.2" f00 CONSTRUCT CONCRETE DRIVEWAY. 80-60 81.2 80.00 TG FG 79.80 TG CONSTRUCT ASPHALT PAV1NG A.C. OVER A.B. PER CIJY OF FG 80.40.9 6 INV TEMECULA STO. # 115. 78.90 IN FG 80.70 TG %0, :CD INSTALL PVC SDR DRAIN LINE. 79.80 INV I TG 80.30 TG 79.80 TG 80.30 e!f 4' 81.30 80.60 79-20 INV DO 78.90 INV 9.80 INV 79-20 IN I �.v co 00 CONSTRUCT 4! ROLLED CURB TYPE #Cp PER CITY OF TEMECULA STD. 202. ODA FG 80.40 FG FG CONSTRUCT SIDEWALK UNDERDRAIN PIPE PER CffY OF TEMECULA STD. # 303 :z IL CONCRETE STEPS MAX. RISER) 81.60 80.80)> FS FS CLEANOUT WffH Er GRATE 81.50 INSTALL 6r sT 80-70 TRANSITION FROM 6r TO e CURB. FS FS 0 Z ..........00 81 01 HP 00or INDICATES GARAGE DROP GREATER THAN STANDARD 03 0100" 80.30 80.30--r 81.00 HP HP Hp 00or G.F. 80.50 if G.F. 81-30. 8.2 METAL CATE LOCATION V�ENHANCED ELEVATION ,, ,� (1)! CF)0 f I77'r 90.81 .80-50 IFS IFS' II40.15 IF1�4:dwa >L0 IIV RAPHIC SCALE 'OF f!10 0 10 20 40 60 Ior rl IN FEET 1 inch 10f t. I 0 J.LEO 000 0 M 0 s 9 17320 Redhll Ave. ..............Suife 350 D 0 K I C H Irine,CA 92614 'or) I 0 LOT 70 OVI L LOT 71 LOT 72 LOT 73 Voice: 949-251-8821 CD TYPE 2DR TYPE 2CR TYPE 3OR '1� OF CA10 " I -p bVC4%3 C H U L T Z FAX: 949-251-0516 FF 81.90 FF 81-50 FF 81-20 FF 80-90 L0 01b 0 0 PAD 1 81-301 1 PAD 80-90 PAD 80.60 PAD 80-30 LD06w128GR cp PLANN 9 R S 9 N 01 N 9 9 RS S U RVIII YORS SEE SHEET V -----------REVISIONS DATE ACC'D SCALE 2f/?/-07 Drawing No.UNDERGROUND SERVICE ALERT DATE BY ERTER BY:-- DATE: LIC WOR S 01�4 V1 14 le RIVE P,b h0i 06 ID IVL%t Uj!; 1*6 olpj RSIDE COUNTY 600-62-69 1970 V . 0 %. �I/VG/ x .0 'PBRASS DISC SET 1' EAST OF CONCRETE i -0-- 0 CALL: TOLL FREE 1-1 G) PREPA EDB Ir D 68 RESET, 2.9 HORIZONTAL U) - DATE:I'lu No. 64948 LOTS 66m69 2 MILES S.E. ALONG PALA ROAD FROM WILLIM Ca.RJGH05 1-800-227-2600 W. Exp. 6-30-2007 CULA 29 N.E. OF 0(91�cro[R Or FUOLIC VXR VW41MEW SPA TRACT No. 33124 THE PAVED ROAD 5 N.W. OF TEL. POLE ERIC N. _ER DATE: ....... CD NO. 6295, C.W.T. 3 S.W. OF 36** VERTICAL- PRECISE GRADING PLAN 0 C%4 to OF R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. N o.: EXPIRES: SHT.1 6 OF 1 8 RE YOU DIG CONCRETE STANDPIPE. ELEV. 1039-378 AS SHOWN CITY OF TEMECULA, RIVERSIDE COUNTY, CA Ls MEN LOT 69 LOT 68 SEE SHE 16 TYPE 2E TYPE 31313 LOT 67 LOT 66 FF 81.90 FF 81.40 PAD 81-30 PAD �80- TYPE 2DR TYPE 1 A(80. PAD 8030 C3 .30 W111, V PAD FF 81-10 FF 80-90'CO 001 0 8.9 n V I00 .4,............. 0or OF ilk ........... 000"M V4-&Iowa idrA k IAkW4.&kP NN'. AWLAWt0 Iy 41 00000, r.0000 CIO, P9 I41 I4 LVJ 5 5 ...........A.4 40.15 .............I6 80-50 80-d I FS F, i GO ;M leo- 0 .4 L0 L6 G.F. 81.30 .............81.00 81-00 01 HP PIP �O SOMM" saw- Orr CONSTRUCTION NOTES(D INSTALL X AREA DRAIN, NDS OR EQUAL. 81.50 INSTALL 6r PVC SOR DRAIN LINE. FS.... . 81.60 4vb 91U INSTALL PVC SDR DRAIN LINE. 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Drawing No.UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D SCALE DATE- CITY OF TEMECULA LIC WORKS RIVERSIDE COUNTY 600-62-69 19/U BRASS DISC SET 1 EAST OF CONCRETE PREPA D BY:CALL: TOLL FREE HORIZONTAL Aw DATE-D 68 RESET, 2.9 00, No. 64948 I LOTS 70mm73 2 MILES S.E. ALONG PALA ROAD FROM w W(O',1-800-227-2600 CULA 29J N.E. OF cc- Ex p. 6-30-2007 Mftc(OR Or PLO1.0c "K9/(J1Y ENC-111\115W ERIC N. SPAN DATE:THE PAVED ROAD 51 N.W. OF TEL. POLE TRACT No. 33124 _C_�'4 U ..10;x- CI V I k.. ............... NO. 6295,, C.W.T. 3j S.W. OF 36 VERTICAL- PRECISE GRADING PLAN CA OF CAO R.C.E. No.: 64948 EXP. DATE: 6-30-07 R.C.E. No.: EXPIRES: SHT.1 7 OF 1 8 DIG CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN. CITY OF TEMECULA, RIVERSIDE COUNTY, CA 50)1'-7y/ I I . � . . - . . - .. . t I I . . . '.11 � . -,__,~r"I.1 j;;1. I .. . . . . 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V_ FS *Vi co " . -78.25'INV I . . `_,_­ I 00 @ INSTALL CURB OUTLET STRUCTURE PER DETAIL ON SHEET 2 \ I i CN 0 . .. n I . % . I 11 ?'��t�,;-#­A' t W " - \ - . V� FS 1� . . . 78.2 9 INV .. . . . 0 k . ca * 2& i",; W41;m"'; ��,.�,, I � . . . . . . . . . 00 . 0 ,,j (--,4 \ �.,A -, � ill, I . . � , fl �;Q� .. . " A j_� ,00P"S, .��,,,"�, * * _,J � V"Y"t,f . m'- . . V_ . . � . � ;,,, 't., � "I .. , I . . \ I , ��' W,j - . . @ CONSTRUCT CONCRETE DRIVEWAY. -ga V,-,V,zj,,� ------ . ,',��qr.ga .! �, . , I! I ­rl V'�I,mij,,:., . 'mm . , . "%\ 77-11 . ________...._ � .. \ \ \ , ­� ��.gu� 1 f .'­' ; I " -`�� � �,�",,� 9771, i _� \ \ I i "N -'.."". I jwl­ 7- . .. mg,�*'4',' ,�3 �cl,ll � ,� � ,,7 -! , - .-. -, , r , I., I.zz� . "" �/, :i:i:___: IPM A K 1,­ .. . - -4 'A'ic""'R� . 11 .. . ,4.-- x __ - �,�! . ,V,1;414,�,v � - � - ,Pp 71. . ��_,0-Z�,t2 I " , I. ---. .. \ ffi,"A I 151�I"_1,11�11 0 zz-z_ I \1 � �,,�,,�� ".,& 111�, I �- � pgg..;,� , , .. N !S 0" � . � "" . 11 �, � ;. 174� '!,, 1A 1�kl_TKI", � ,� _ 11"', , , 2, . , ... ,.;��... , _. . - \ ___ I \ X. If, ;1 X4., I i'll 1.� ,,,, ,, I 11 , _1 g;."IiO I'Arf flil . / f (y) CONSTRUCT ASPHALT PAVING - S A.C. OVER Er AB. PER CffY OF .i4 (j`,'�4,.q�'i' M �, I --------�I 1:I�;:: \1_ , i 'N", ,; III""— � �. & ,1111 �" -2 1. ......''� ... 1- - � � F/ \ -_ I I I I��z __ "" 1 "' s �� � . 5 � �__ / 1��, " "4 "I �i, w �. .�- , 111 ��., \ 11 _�, \ \ I � I _1 ­� �� ­___ - �t� . TEMECULA STD. \ I- - ... ".- \ 1'�' ", 4 �,, 1.­­.,ri1­1­ �,J� - lj,�2i :A AN1111 , 11� \ , j 1156 . \-_�__:_� ... , . � I I - ­ ".1 N , �, .", I - 1- � - , ,� ,,., -,, .. ;� I . .. ­ ., , .�%­I�i ,4 ��p . __ - _.___ . �, � . 17 .�. \ \, 41�'11` -- iE.1AL:;=11'1211 . . �, "I 11\� - \ � I N \ \ // ""',W .,\ I # 1 26-00, . . "', \ �, �/,'))i 1. 1 38-00, -_ - @ INSTALL X PVC SOR DRAIN LINE. \ \ I/ / U,.1 I "\\,.�-..--,.�-.�--.,-,..-'',.�,,�1--�l..-.---.-"--�.---.-....-,.��--,-.,..-.-"�.-,_­.­......I "'----'�,,�-�.-,-..,-...�l-l"---,.,,I.-,.--.,.......-111--1_--_. - i 37-32 - _. ____ --- -_---t�sl - 35.00 . -_ I 1111, 1.- I . I �11 i 77-23 FL. . �\_" -,L- I .,." \ ", , I . ' 76 : FL / I I' 76.66 FL 16.9 1 FL I I - 1 76 94 FL 1 77-20 FL 11 , I . I I / i @ CONSTRUCT 4! ROLLED CURB TYPE #Cs PER CffY OF TEMECULA STD. # 202. \ / I I N, ` / 76.39 FL .72 ­.... . . I A _/ . . \ I \X/ ,//, I I . T P VC . PVC ill 4 . VC I --I-------,-,-.""�-��-.,-"-.�,�-----.,--------�""-,...-�.�. \1 / \\. N'11\1�1 I I PVC I I I 1 7 PVC I I VC ­_ --I-------_____­­___1___,_.___-'---'­­e­p 1___1_____,______:a L,.--,--,,,-La-,-__-..-,-----. ____-, __ � - / __,�'..�,-�.".�--�-I..-,.--.-..."--.,�,-,----,-,,--,,-�,.���.-.,.-�-..,-��,�l-.-...--."--'-�-,--- .."." --­­­­__.-1--1-­­_­I.-_-.11.____-"------.-.--L-,--.--�-,-.-.�.,-..",-______,____.____,-_-___,__-.__,__,__.,_ �.",-�.-.-"-.�--,--,�.�-.�-.-.-"---."-�--------- _ .-�.--,-,----�--..---,---.-.,--�--. �'..�--.-,..�-"--.11--...-.--,-.-.��--..-.."..�,.,..".--,"".,-�-,--,-------,-�.-.."-�-. . ­­.......-".. __�_,, \�, ", " , I ,,,, ­.- a I------,--- ca -I-,---,- ---.,--,--,I_1--____11__-.-1111 ": ,� I , 14 CONSTRUCT I SIDEWALK UNDERDRAIN PIPE PER CITY OF TEMECULA STD. j 303 ", ,(" H ,��, �­ a lr_ I I 1r_ "I, . � " , j I "', �_. V- I - 77.30 V�I V� 77.80 \ I ,,� I I / .. -- -l-, -,-1.......-­1_11­­,�,�,­,�....... 1 77.02 . k 1�111." ,, � T---_-_,__-------­­­­­,__­_­­`-, ­­ CD C) CD Ic� I C� I i .', ,.,.,,,, / ,,, Lw CD , .­..-11 ­­­­­­. .1.11-1 0 1b � ,, "Ill ., -----.-,.,,-.,--.,.------,-,--.-,,-----,-----,.------,,,�,,,,-�,.-, , I , I I - , .,,�,11_ It �'/ ..... 11, - I I I-,' @ CONCRETE STEPS (r MAX. RISER) .,, ­,", � I C) 40 C.) CD . ,,,, .,,,, I I // I I i FS C3 I Id FS I I FS FS I .. . . ",-, k."', , I I � I 11 11 III I 11 11 I I II I p I " I...... '.,-,L / , ��., I I V) I V) (n I 0 V) V) ____1_____11.'11_11' ". __.. / .1. L . �.-.-..-,�-�...,..,,�,-�-.-,---,.--�-,�...�,--.,--,--�.,�,-". I -�-.-------------,--.---.----"- � __­__.�_ I @ INSTALL 6r J. CLEANOUT WITH 6r GRATE ",_._­, _._k_________'___ - ___ ______­_­­___­__ ­_­ __"__,___`_­_­, _________ _ ---.--------------�---------------.,----�----.��-.--.----��---.--,---.-.,------1- -___-_­ -­-]- --------���--.---.-,.-----.--�..-.-----.-�-----------.-,--,---��..--.-----.-----.-.�------------- -----. . .----,.�-------------,-----,--,-------"-,------------�..---------,---,.--------�-.-..-----�----.--- _-, __-,_____.__________. ­_______,____� _".�_, __� "!-- , -- ��,Z�,,,, \ ",­_ -I-,__ //� I 11 I-----, / 1 1, _____________._____._ ­_� I ­­ � � / I " --..- -�-�-�----,-�------�.---,.--,�--.,-�,---,-,---,-.,-,--,.�--�'..----_,_..___.____._____......_._.._______'_ ____.__________ --.--,-,----------.-----.-�---...,---.�-"--.-.-----.-�-.-----.-�,.-.�,,�--�----,�--,----,----�.-----�.---,-�- ____________.___ ".--.-.--,�.--..--------."----"-,---,----.,-�---.------.-.-,-"--,�-."---,,---.-.---.---..--.,-,,.,�..�."*--.----.--�-,.--.,�,.,-�-,-- _____.___,_____ ----,.-,......_.__._________________. --,--/-----I 1 � I ______-__1___\11��_,__, -11._,__.__. '. 7 11 , , (5 TRANSITION FROM Er TO 4! CURB. . � , �. I . "'. i I/ i ,,.", 1,'� 7_7 / - FC � -,( I / i � � 1�,�, ,-1 \ / I,i1b z�, " � I I "_____'_'_'­__'_' J-.-.. � -1.,m I 1 76�4,(_ . L/1_____� ,-,_ . _____1 ­_-1-111------11.1--l-.1..............." 76.73 TC 4 11 11 11 , 0 1� I _ T2 6 FL . � j i , " -.-­­.­-­­­---- __11____1_-11-_11_-- -11 --- I -1_1-------_.1.-_,_____/ � 1 -7 T",' I 0 ! 'D 1111,� I � 77-54 TC 77.59 TC 7 ;�� f"J "9 f 6 a 9 6 0 0 a ,9 _1 I" I I C . __(3 _­ - ,j -1 / ',68 TC 76.28 FL-0t)T' 14 . - 14 IT 14 77.12 FL-0 -0 .. I _,_­ 00' # Z_.______,_____ 76.53 FL-OUT 76.56 FL- (JT 6.80 FL-OUT 76-83 FL--0 1 77-09 FL-OUT ()T ",--,, _,­ �� � / �;�' " ..`_ ,,__��_ INDICATES GARAGE DROP . :��, ,_o_7�-, ,"'.1 ". ��,,- -, I I I 1, r�,!�".­`�__,_ -, _,_,_ GREATER THAN STANDARD 0.3' i//f ,Z�:��-.:��:�� , , "I )'I I . ...,- ,:�,,- �� , _1 :��,:�,, ,; I .", _1�11 - "rt�­7� 1), _��Ivl . �;"�, " " // P/I -0��,�__.1_11 .,,�_ i A . 1. 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METAL CATE LOCATION 4 I -, __ 87 / 41 __4 00 ".� "' ! ... /� -1-_._,______ __-,._-_____,-__-._-­-._____ 1- I——­­___--,.-..-...,....1-1 _111_-.11_1--1-__1-_____,­--­­­.-­­­-­--1-1----- I I �,-k­..I. ....._.,.--,.--.1.-1--I——,----.,-.""�-..-.......,--"..-..� 1- -1�.11.1-.,.-�.,,,,-�,...,--�..'�-­­__­.___.___­­..I—'.......___­­­­­---11.I——�-�-.-,."-,--�.�.I.�.-�1--l�l---- __1 -11____,_,__,_____-_­I—-­­­,.......-+-.--11. .-1.11.11...1"'.1-1.--_11-11.1.­­­......---1...1---1-_-­ ­-­.............­-­- ­-......­­­­_­­-_1.-_._....1_.-__,_.__-___ 1-1­­._­_...-­...- ._­ "'...­­­­­­.......­ ­_-1-___+__1__-___-..--11_-____1_-_-________­ ...I-----,----------__-.-,-.-,., � _______,� . -1-1__--1___1_____-_.I..-.,--,----­-1-1-1 I -­--------., I-.--,_..,____+_,__._,__i . � �, ..".....".-.4 1 7 -1-I I ­--"-..-,., __.. ..;:;�� -1_1-_1....­­--­­­'___..____-11 .__._.11____.-_--____1 I-__________._--1-..1_-_11-1 1-11-111--11 I——­ I i------I---,.-------- _­ ­-­­.­---I---,-- ­ , ,-, I . _!:��:�:...f� ,_ , _6� ,,� .::.;:; . ­I , '//I _____,�.__,_ -I /,%,I /, ,_,.� -.1 I 0 ENHANCED ELEVATION I / ",,�, I ��_� __ , X, 1, -,", �__ __ ... 'f __ .---- , , , , "', " . I , - __,_ . - /, ,,�' t, ". � ��,'"''; � ,� I \ I -�i .,.-,-i1_--1,,_`,.,;,, . ..-.-.-..-... _i. , ,�I.,. ::: �: IQ -,T, ; - .. . .. .1 1;kt, GRAPHIC SCALE _ . 11 I 's I N& 0. &%1 '111 . - .. .A -W.. . . '. py 1 11 .. . m 0 R s 9 17320 Redhill Ave. I .� . 01� -1.1 . . 11. . ej P . .... . , . I P", 10 0 10 20 40 60 . F .� . J.LENT11 1�1 4 Suite 350 . 1-1 f I I , I . .IM , , .. , - . I .6.1 U.2. "I 0 0 K I C H Irvine, CA 92614 - ig N - . I ...... 111 I -- I I .�.Cr... ...� 41 1 :0.I� . I-- Voice: 949-951-8821 ...... .. , - � .. .. . .-------������l.----------"---.--111 0 I .- I . I EV. I i ib. CD - !_......... - . 00 ____ .1* ,el a 0 1 01A-0 0z I q��L - ,___ I ! - , 0 I . uD ,w 'w T_ . I S C H U L T Z FAX: 949-251-0516 . . 4.0 f1h '1� . � .... - I - - I ( IN FEET ) - I .1 . . ... ' . I . I -_____ � mmommom . I . 0 C I .1 . . . . . .I . .. I OfAL4 . . 1 inch = 10f t. . . . 4z" I LDO6mwl28GR _;m P L A N N 9 R S 9 N G I N 9 9 R S S U R V 9 Y 0 R S . . .. ............­ -a . . . . . .. . -__ . .. .. _______________ ___-____________ . . .. -11F _ ._.-I­­­ . 06 -1__.1-_1____,--,--..�..........-"..,-,-�.--�-�-.-.,�.--'-"�,-,-----.�-----"-",--,------�.,----�-1-�.-���.-I..--.I-------__,__.___.__....-,�,-,.,..--.�-"-,--.�-.-",--......._._,___.......�-..,.."..,--.---.,-..-....--.--.,-.-..-,.-.-.,---,.,----,---,-.,-,----,-.-,-�-.... , _ , - - . . , �� -i .---.-. - . - 1 I - IV- ,, I 0 11�__ ­ ' Agree^ dw Drawing No. I UNDERGROUND SERVICE ALERT DATE BY REVISIONS DATE ACC'D SCALE 1^ 11 X;ffp--Tg BY- E:- . _094firA DATE: . C-9 ---. ....._. .....- .-..--... � __ _. . . _______ .. 'Ttp 1.4...41 .--------F,i& RIVERSIDE COUNTY 600-62-6.9_.._. 1970 IR a S -1 . - 1 70 ITY ,,F TEMECULA LIC WORKS >= -) �L04%11- 5011411594000 FLAX . U0 - 10-01 ) � .0 r 101ULOV eL - 13RASS DISC SET 1" EAST OF CONCRETE 1-1 ;�_ -,� PREPA ED BY: I _.. --_ . .... .. . Z) I . CALL: TOLL FREE HORIZONTAL - ___� . oub ... ATE: I.,'9!jo _Q D 68 RESET, 2.9 U) ' ACCEPTED BY: D 7 2 . � "' No. 64948 2- 11 . LOTS 74mw77 Q_ . MILES S.E. ALONG PALA ROAD FROM m I Z(o oeso/ `1_7 wl"m G,_W045 I 1_�_ r,ri ..09.; . FZ 1-800-?27-2600 - OF Exp. 6-30-2007 __V . -ar-99 - . I r. I ECULA 29' N.E 17 w W CT No. 33124 .. THE PAVED ROAD 51 N.W. OF TEL. POLE �Vc(_, 1* ERIC N. SPANGLE A DATE: WE00ROW AVLIC t&mK5/CITy 15KC-10w - b-0 - _<_4 CI V 1\, 1� _..... � CD1 f -, .. V� , . , ... � - - - NO. 6295, C.W.T. 3' S.W. OF 36' VERTICAL- V�­_*.*-f�&:*, PRECISE GRADING PLAN SHT " I I _____ EXP. DATE: 6-30-07 R.C.E. No.- . &611- EXPIRES: 1�6� # .1 8 OF I to .- FORE YOU DIG F CONCRETE STANDPIPE. ELEV. 1039.378 AS SHOWN OF Cffi_\� R.C.E. No.: 64948 0 __ _________�_ CITY OF TEMECULA, RIVERSIDE COUNTY, CA I--*' . I .. � - - - .....­ - ......_­.� . 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