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HomeMy WebLinkAbout Lot 1-3, 8-9 Precise Grading IN THE CITY OF TEMECULA, CALIFORNIA GENERAL GRADING NOTES WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER Q Q� Q THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE 33. AS AMENDED BY ORDINANCE 93-04. TRACT NOm 2 LOTS 1 - 3y U CSC J ACCORDING TO THESE PLANS, THE CURRENT CITY OF TEMECULA 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. STANDARDS AND SPECIFICATIONS. AND THE LATEST EDITION OF THE I DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2` DEEP AND BE CONSTRUCTED STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION ( "GREEN BOOK ). A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I 3. MAXIMUM CUT AND FILL SLOPE - 2:1 . I PRIVATE ENGINEER'S NOTE TO CONTRACTOR / I 4. PROVIDE 5' WIDE BY. 11 ' 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON FILL SLOPES OVER 5HIGH. S�`�Q` TEMECULA / OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO `�F• ��. WAY �� I THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ���' �C`��`' r 1 4 I PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY SITE `� ��4 / SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL / 15 I REGULATION OF THE U.S. DEPARTMENT OF LABOR AND THE STATE OF FILLS OVER 1 DEEP. CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS CONSTRUCTION r* / SAFETY ORDERS. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ~ �� G / I IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF 16 WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR 1 I TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO CALIFORNIA / CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND LINE. GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. �, / I COMPLETE RESPONSIBILITY FOR JOB-SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR 0 STORM FLOWS. RANCH cq'Qr / r. ,.,r... '� 7 1 3 ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY ALONG TOP OF CUT SLOPES. �q / r��r (�JU �r i I CONTINUOUSLY AND NOT BE LIMITED TO NORMAL. WORKING HOURS. AND -p0 / THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER 15 / I OWNER AND CIVIL ENGINEER HARMLESS FROM ANY AND ALL THAN ONE FOOT. TEMECULA I LIABILITY, REAL OR ALLEGED. IN CONNECTION WITH THE 1 8 1 2 PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTION FOR LIABILITY 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF N.T.S. i RISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. THE PRELIMINARY SOILS INVESTIGATION BY OWEN GEOTECHNICALS AND / I THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY UNDERGROUND LEIGHTON & ASSOC. DATED JANUARY 30, 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING VICINITY MAP / I UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS / A SEARCH OF THE AVAILABLE RECORDS. THE CIVIL ENGINEER AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH / 19 I ASSUMES NO LIABILITY AS TO THE EXACT LOCATION OF SAID LINES THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. / 1 0 NOR FOR UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE NOT / I SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 10. THE HOURSOIINRACTOR ADVANCEHALL NOTIFY THE REQUESSTING FINISHGLOTERING GRADEDANDRDRAIINAGE T AT LEAST 24 / 6 I J L J J r EXCAVATIONALL YTONDETERMINEION TTHECEEXACTIES PRIOR LOCATIONSTOFWORK ALL LI INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING // A4 ` 20 I AFFECTING THIS WORK, WHETHER OR NOT SHOWN HERON, AND FOR ANY l 2 `� DAMAGE OR PROTECTION TO THESE LINES. PERMIT FINAL INSPECTION FOR EACH LOT. 7 I PHONE: (909 ) 694-6411 ` 23 22 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 21 .... I�+A�c '�a� I LEGEND SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE _ .. . ... ....... PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EME I TOP OF WALL ____________________________........................___-------_...................... TW EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE KU d 5 ... .... SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. �II/E I BOTTOM OF WALL ................................................................................ BW 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS TOP OF CURB ELEVATION ------ TC BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 4 PAD ELEVATION __________________________________________________________________ __ -----_-_- PE MATERIAL. FINISHED FLOOR ELEVATION ....................... FF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED. �., ! I FINISHED GRADE ELEVATION __________________________________________________________________ FG THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL � NO 23371 - 1 HIGH POINT ------------------------- ------- --------- SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A I HP REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. " I TOP SLOPE --- ------------------------------------------------------------- ---------------- TS 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF i �. . I FLOW LINE ------------------------------------------------------------------- ---------------- FL PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD � TOP OF GRATE ELEVATION _____________________________________________________ ________. TG BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT I SITE GARAGE FINISH FLOOR ELEVATION ___________________ GFF PROPERTIES. , X T 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. INDEX MAP EXISTING ELEVATION (91J41 SCALE: 1' = 100' / FIRE HYDRANT LOCATION ------------------------------------------------ ---------- -W---� 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO UNN. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES STREET LIGHT ----- -------- --------------------------- ---------------------- AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT DIRECTION OF DRAINAGE FLOW __________________________________ ADJOINING PROPERTIES DURING GRADING OPERATIONS. RETAINING WALL (BY SEPARATE PERMIT) ________________________________ 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE- I APPROXIMATE LOCATION OF ELECTRIC METER .......___........_........................ D TENTHS ( 1 .5 ) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE © � o ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN w z z Z SEWER LATERAL LOCATION ------ ----------- --------------------- ❑ VERTICAL HEIGHT. = a; _ - ----------------- ~ LOT ~ . WATER LATERAL AND WATER METER LOCATION _________________________________________ 0 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING CC . . LINE W RO Y ELECTRICAL TRANSFORMER -------------------- -------------------------- --------------- PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE '�' 3' MIN. F "� ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) SHALL BE GIVEN. IF AN W z 5' MIN. W a A 8IRKDA ~� H POWER LINE AND HANDHOLES ----------------- ------------.----------------------------- ❑ ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE c ;� � i� L TELEPHONE R ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ZC> C ��r SE VICE ...................................................._........__............. 0 w VLc oa 3' MING 1' � oo 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA 2% MIN• GRATE ........._............................................................_.__._................... ❑ • MAX• BLOW OFF VALVE ........................................................ ------ ---- ---------- ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. �, M 21/. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, AIR VALVE_________________________________________________________________________________________ SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION �V. Mqi THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS: TREES, 20' ON GRADED TELEVISION PLATFORM ............................._.........................._______.......... CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICALGRADED 6'M[N.--� LOT FG. BACKWATER VALVE --------------------------------------------------- _--____.._________ Q HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. LOT FG. GRADING TOLERANCE NOTE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT rA�� GRADING SHALL BE DONE WITH A TOLERANCE OF 0. 1 ' OF THE GRADES AND LESS THAN I/4' PER FOOT FOR A MINIMUM OF 3 FEET. NOT TO SCALE ELEVATIONS SHOWN ON THESE PLANS AND ALL SLOPES SHALL BE 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE CONSTRUCTED WITHIN 0. 5' OF THE LOCATION SHOWN ON THESE PLANS. IN NO WAY DO THE ABOVE TOLERANCES RELIEVE THE CONTRACTOR OF THE PERMITTED. FG RESPONSIBILITY OF PROVIDING A FINISH SURFACE THAT WILL NOT POND. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD R/W & BACK OF SDWLK LAN PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ESTIMATED EARTHWORK QUANTITIES 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE - �" NOTE: ESTIMATED GRADING QUANTITIES SHOWN HEREON ARE RAW QUANTITIES FOR CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. LAN _ - - ��, M1N�.� - ? PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 10,�� SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. NO. LOTS CY/LOT TOTAL I �`tx• i 1 ---------- 4 INDICATES LOT NUMBER 4 15 60 CURB I '�I' HP FF=100.0 3 = INDICATES FINISHED FLOOR ELEV. o:-= PLAN PE=99.3 FF 100.0 FF 100.0 INDICATES PAD ELEV. FF=10 .0 3P = PE=99.3 I I F =000. E 99.5 , INDICATES BUILDING TYPE 3 FS 2 I PER PLAN 12.0% X ' o: ER PLAN FG FG � PLAN LAN �- 3' MIN. F '�'.0 10'MIN (TYP) RIGHT OF WAY 5 MIN. _ _ _ _1/ MIN. LAN I ton DIG ALERTFG DEEPENED FOOTING PLAN -�,. �. �-�i �I _ _ �. � _ _ _ �..:'�:,. �� � _ _ ,� .... � _ � _ �:. ... � . T,,, Q AS REQUIRED. ;n EXIST. CURB AND GUTTER UTILITY SERVICE POINT (" w CALL TYPICAL LOT GRADING DETAIL LD 98-097 GR BEFORE BUILDING FOOTPRINTS YOU DIG! NOT TO SCALE NOT TO SCALE _�1�1CK ENGRCMIM 1--800-227--2600 N �1�1 UNDERGROUND SERVICE ALERT r/■■� 3050 Ch I cagy Av Wenue sulto 100 R 1 vera I de. CaNat least 2 working days prior to excavating. I/ Ca l I forn I a 9250T (909) T62-0T07 DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: okpFESSI Designed by Drawn by Checked by Drawin No. CONSTRUCTION RECORD SCALE COUNTY OF RIVERSIDE B.M. T-29-81 �CHE� F EMR EH EMR RECOMMENDED BY: DATE: 9 M tic CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 2-I/20 BRASS DISK IN CONCRETE CYLINDER, Horizontal ti Q� le Contractor IN THE N.W. CORNER OF THE INTERSECTION oNo. 46804 P r pared Under Supervision Of yhdm.OF RANCHO CALIFORNIA RD. WITH MARGARITA 1•=100' w ACCEPTED BY: DATE:RD. 1.0' EAST OF A 7.0' C.L. FENCE, 40' NORTH Exp.6-30-99 Date RONALD J. PARKSPLOT PLAN Inspector OF P.P. (NO NUMBER), 94' NORTH OF THE CENTER _. ~ �, LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS vertical EDWARD MICHEL ATICAN DEPUTY DIRECTOR OF PUBLIC WORKS -__ TRACT NO. 23371- 14 WITNESS POST I.O' WEST OF MONUMENT. S - Date Cmplt'd �41E. `'"'�Fo� 46804 6.30.99 - LOTS 1-3, &9, PARKING LOT 8 CA% R.C.E. No. ELEVATIONS 1128.410 (ADJ. 9-13-82) N/A Expires R.C.E. No. 19744 Expires 9-30-01 Sheet 1 of 3 /usr/pro jdata/r_grp/d_13212/212pgd7.dgn PLOT DATE: 4-SEP-1998 JN 13212 Da.0 r v \\- � 55.4 FG / s / FF=1250.7 �• 1 a / /11 • PE=1250.0 :• \\ a . w 16' DWY '� / / / 1 , hyo \ � o / / - A6 58.1 F o vi o / \ mon' / 55.9 FG © / / FF=1254.7 v \ PE=1254.0 SECTION A-A (1 53.3) FG NTS 6 FF=1260.8 �, / / /Q PE=1260.1 73.3 FG oJ�/ VL 0 60.0 FG ce 1254.8) FG .S S 72.3 FL ' � sows / T• X99 pI, / sy, 1.�• l9•o , FSM- 36' �S� �� •o G r�• c , 65.6 FG r °10 � �p � � , , f �o / / 2:1 MAX SLOPE 73.3 FG 71.6 FL o• / FF=1274.0 •o /�h. / 75.7 FG PE=1273.3 1� �O 1R �' x90 72.7 FL �� / `�° 2•S'F 7 S F=1273.3 / y<o`D s'y'T FF=1267.2 110, DAY LIGHT LINE 80- ^ ` ~� '� PE=1266.5 '�- 74.9 FL /! (1255.4),FG 69 - '``' 99�s. \ GF=1273.3 / `' � 66.4 FG R�V .00, 000, EXISTING SLOPE ��� ♦� 72.1 FL : • 2 74.3 FL6 >> •� FF=1276.4 ;� 'sem •6,c PE=1275.7 �. s a / •o°, 72.8 FG • 75.7 FG a c�� , ,J�' / � 9- �Qo PARKINGSEESEET N0. 3 FOR 22�1 60 /q �lyy & ACCESS DETAILS y r 75.1 FL ` 4ry / h • �• S 0 MODELS (1253.4) FG ` GF=1275.7 1272.63 TC �/ y y y O , �Op► • A • / •` V /1271.20 TC .. 6 3.50 76.1 FL \ (1252,5) FG s 76.4 FL _ _ - \ lq S \ / / • r Fs / A • °i' v FP 1272 s, ISE .1271.6 74.5 FL �� r8'�w \ / \ _•O-� oo r► - M Q • - 77.0 FL `r N' 1, / .�" �� 74.2 FG 1274.10 T= c / I X30 / r-�-� ! 72.9 FL •9 - -k / \77.9 FG i 73.72" ,° / r 71.9 FS GF=1277.9 �� , •0% / 0 A / 73.0 FS73.6 FL ` // 75.4 FL w 74.2 FS • 1273.74 • GF=1274.5 516- Q - 74.1 FS � . . ' � FF=1275.2 75.2 FG 0 "' Ne Q; EXISTING SLOPE FF=1278.6 - 1.0'/. / PE=1274.5 43)8' PE=1277.9 �� A 3 Cr (2:1) 2 :S 60 co 77.6 HP 1273.9 FG 91.3 , 75.7 FL /73.3 FL �^ Q I h 2:1 MAX SLOPE 74.2 HP \\ _ 74.0 FL r .p ' SCALE: 1'= 20' 75.2 FG 1 � - _ _ � � GO 20 Ln saw \\ 0 20 40 77.1 FL ��� 76.4 FL � - ti - 77.9 FG ate• r A� `r�GHT L1N D 192.66" \\ EXISTING 2:1 SLOPE ago DIGALEPT � (1301) TM Pr"1 � Cm) CALL (1257.4) FG 77.9 FG 86000' BEFORE _ .�. 232.06' LD98- 097GR YOU DIG! I � � � 1-800-227-2600 �► RICK 1FNGW1=NG COMPANY ��®��� 3050 Chicago Avenue UNDERGROUND SERVICE ALERT suite �00 MW■■N Riverside, aMat least 2 working days prior to excavating. �►�!� California 92507 cao91 782-070? CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE pF#SEAL: ESS/ Designed by Drawn by Checked by 00 �,�CHQ �y� EMR/EH EH EMR RECOMMENDED BY: DATE: 7 ! Drawing No. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor Horizontal Q� �: r o No, 46804 � Plans Prepared Under Supervision Of 1'=20' w z ACCEPTED BY: - DATE: SEE SHEET N0. 1 Exp.6-3o-99 - 8 ff; PLOT PLAN Inspector DateRONALD J. PARKS � F Vertical ED-WARD-MIC-HE( RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = TRACT N0. 23371- 14 MODELS Date Cmp lt'd �r4rf Ci v 1L�oPa�p 46804 6-30-9 �� _ = N/A OF CA R.C.E.R.C.E. No. Expires 9 R.C.E. No. 19744 Expires 9-30-01 LOTS 1-3p & 9 Sheet 2 of 3 /usr/projdata/r-grp/d-13212/212pgd8.dgn PLOT DATE:31-AUG-1998 .Ah 13212 Mdo 7' 71 HANDICAPPED ACCESS CHAIN LINK FENCE [A- X W/2-12' WIDE GATES 1.5% T AN=3.O% 4 ` I I III I I TAN^s.or. I I I 5 SECTION B-B 1 I I III 65.6 FG .• 165.44 TC I NTS I I I 92.51' • , I III I I � III 72.3 FL 79■00' - I ♦ I c -k&.0 FG I I I ko W.-/,,--, � , % I I N 7 I I I C -- - - . . I � III // ----,M,- � - - ----t--- -Z I 1\Ei - /\ /\ III ,/olo �--` - `" I � 122.00' I I I ~'�-` ` N � V- \ 66.4 FG I I 1 71.6 FL I r" I I I �\ / III j I N - I � / III T1.20Fs I � 71.26 FS 8 I I I . / � RESTROOM I I I F'E=1271.6 1 / FF=1272.3 I I I SALES OFFICE I I / 71,18 FS 71.77 F I I I GF 1"273 :::::::::::::.::::<::.;..::: :.;....;....;..:...:::V I :.. ..... • III .� c� If 0 s I / . .......... ......... � . ..... . ..... ........,:::: l: ,..;... ..... ........... .............................. ...... .. .. . .. ......... . ......... 3 p :: i 6 d 4 : a 1 i .. �"" ::. / ' .. w» i 3 f o / 111 • 0 10 10 � 1O, . ,.. o FF=1274.0 73.21 FS 0 1 . PE=1273.3 o I , 1R 3 / � IN I �- o 7'.6 FS: a . a • O / � . .. . . . . . ......... ....................................... :. , 9 v, 70.67 FS . T ,• 6 0 71.x64 .. . 2 ,. 10 w e III c� . . .. ........... . . .. B If / . ...................... . 72.95 FS . I I I ... 7 4 0 �, 70,76 FL v il:: ::: 0.5 FS• .... o : .. .►.........:.. ::: w ::<. :.: :: ... • :: 7 .T7 F ...... FL01 LINE... .. 0 S 7 4 70.27 T 1.Of 1 Of 71 F . . % r:: .00 s $. 70 4 F S,o 6963 FS (1 r5 L 1 .::i '`� 7 F *qr 70.7 F .. 70.IT FS 0 29 S e r .::: 8 S w 1 ��.� F � III 2:::. ..,5:., ::. t', ::. , 5 4 0 3 -- 0 0 ... w : 7 T FL 2. C L .. .....:........... ........... ........... ...... 8 _ W 0 3 ... S Y GF 12 h ::: :.. ::::: .: 71.83 F 5 ...... f . ::. ::........... ... ... .............. .. �► . . 7 F : : *41 T 1.95E 5 a 0.25 S .......... ., , T ' 70.7 TR T 71 11 7 1.36 8 . .... 3 S EE ;;, ..� 2�-� F r: 0.86 S .. .. 7 . , F 71 T .OB S 70.61 FS .53 B t .. 70.30 F : S :. .. III 1:3 a 0 81/ I r I :>: 4 ::: 7 F 2 2.05 S 1 O/ 71.03 FS ~ .. 1.?2 j .:. : :.. � 70.68 Tc ,- -�*,�-..� y: :� _._ 'i�1„21 F'5 o 70. 8£� FS 1.O/, *•' 71.16 FS 11 71,92 FS �8?/, 70.46 FS . r S C� 71,03 TC �;I:'r.?.; ; �� 6, 7 1 " , °� .... _ �� 1.8 FS $ pwY 6 / S 71.3 FG - o 70.96 FS �, 199.15' 72.1 FL 71.11 S 7 3 - :► + O. ox) �, -�1 �. _ ' v // . .p. x'1.31 130.41 75.2 FG �g / 4 FS �1• �, 5 / / 71.02 I I I / FS 6 71.46 F � _. �' - _ h�S N- I19.0, 72.9 FL � 73.6 FL I I I ""'�\ �,.$ F -4 -,-�----� DF/ 9 : 1 51.6' ail D I ��,• 1272.63 TC / 1 2 O I ✓ � B 4 Q / , / . . * , I I" . %%-, , CS---- � // . . / �.,,, (O .: .�,' :. "I r I--, Z5� / " 0 -- v / �� N I P ��� / I 00 . r --- / / :�� I � / / A 7O --... ► . ``.. . - �- � / - / `-� / 9 - -� FF=1275.2 15,6- I -� / 9.13.1. PE=1274.5 I - / 1 � FS � _ 3 1 ` /� / J,\.I, GF-1274.5 1 G "�7 / ' 152 F 16.1' / X5;1 / `� L 18"pwy .. / CONSTRUCTION NOTES- 0 8 I / / e QUANTITIES 1Q PLACE 3'AC PAVING 76 TON DIG ALERT20 CONSTRUCT 6'AC BERM PER CITY OF TEMECULA STD NO. 211 32 LF TM 30 PLACE TEMP. AC SIDEWALK 2.5' THK 562 SF CALL PLACE 4'PVC TEMP DRAIN PIPE 36 LFBEFORE (E) YOU DIG! SCALE: I'= 10' ' 5 INSTALL 12 WIDE GATES w/ KNOX BOX 2 EA FjCKENGG �u1-800-227-2600 6Q INSTALL CHAINLINK FENCE 34 LF �� 30�o cnrcogo � . UNDERGROUND SERVICE ALERT 10 0 10 20 ■ Riverata�s. CaNat least 2 working days prior to excavating. 70 PLACE VARIABLE THICKNESS AC OVERLAY 782 SF ►.�■! cal ifornta s2so� r�os� �e2-o�o� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: Esse Designed by Drawn by Checked by SCALE p� ark Drawing No. ��� ,A%CHEC cy SJF EH EMR RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS U� Contractor Horizontal � �P� � Plans Prepared Under Supervision Of 46804 � � w No. z � ACCEPTED BY: DATE: ?-//..It SEE SHEET NO. 1 1f-10" Exp.6-30-99 PLOT PLAN Inspector Date 9 &Z RONALD J. PARKS p Vertical � C1V1 \IEDWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS = �= TRACT NO, 23371- 14 %P/�Date Cmp It'd N/A 4lF ar CAIL lows R.C.E. No. 46804 Expires 6-30-99 �'A 1,m, PARKING LOT 8 - -.-- • R.C.E. No. 19744 Expires 9-30-01 Sheet 3 of 3 - � /usr/pro�dota/r-grp/d-l3212/212pgd9.dgn PLOT DATE= 4-SEP-1998 ,1N 13212