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HomeMy WebLinkAboutParcel Map 6757 Parcel 1 Precise Grading (_-,_,'�0NSTRUCM0N NOTES VOUMTY MAP (n N ITEM QUANTITY UNIT C� Z O t*1 GNAUNG NOTES PAVNG NOTES 1 CONST. 6" P.C.C. OVER 178 CY i 0 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING 1. MINIMUM PARKING LOT GRADE SHALL BE ONE (1.0) PERCENT. 4" A.B. WITH FIBER MESH 118 CY O CODE, AS AMENDED BY ORDINANCE 43-04 �, RO 2. MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.50 PERCENT. 2 CONST. 6" CONC. DRIVE SLAB PER DETAIL 2 ON SHT. G-4 43 CY 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1y. DRAINAGE SWALES PROJECT SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE 3. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE SURFACES PRIOR TO G��, TOP OF CUT OR FILL SLOPES. PLACEMENT OF PAVING. 3 N CONC. TANK SLAB PER DETAIL 1 ON SHT. G-4 1079 SF SITE 3. MAXIMUM CUT AND FILL SLOPES - 2:1. 4. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) 4 CONST. 6" P.C.C. OVER 140 CY DAYS FOLLOWING PLACEMENT OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RANCHO 4. PROVIDE 5' WIDE BE 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES RATE OF 0.05 GALLONS PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO 4" A.B. W/#4 BARS 0 18" O.C. W/FIBER MESH 93 CY OVER 5' HIGH. SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 5 CONST. 4" CONC. SLAB PER DETAIL 2 ON SHT. G-4 1.5 CY 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER 5. THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE CITY OF TEMECULA DEPARTMENT �oyam► WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL, SUBMIT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN CITY 6 CONST. CURB PER DETAIL 2 ON SHT. G-5 475 LF A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. RIGHT-OF-WAY. 6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS, ONE 7 CONST. CURB AND GUTTER PER DETAIL 1 ON SHT. G-5 360 LF `S>' 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING INSPECTION AT SUBGRADE COMPLETION, AT BASE GRADE COMPLETION AND DURING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN PLACEMENT OF ASPHALT. 8 CONST. CONC. "V" GUTTER PER DETAIL 3 ON SHT. G-4 120 LF ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK 9 CONST. GRATE INLET PER DETAIL 5 ON SHT. G-5 1 EA FILL SLOPES. AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. THE CITY SHALL BE INSTALL CONC. CATCH BASIN (BROOKS PRODUCTS 1818 L18 1818 TS 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP OF INFORMED 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION AT (909) 694-6411. 10 W/1818 STEEL PARKWAY GRATE OR APPROVED EQUAL) 1 EA CUT SLOPES. 8. A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95 PERCENT COMPACTION 11 INSTALL 3" PVC SCHD 40 DRAIN PIPE 105 LF 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. OF BASE PRIOR TO CALL FOR SECOND INSPECTION AND A PLACEMENT OF ASPHALT PAVING. __--- 12 INSTALL CLEANOUT PER DETAIL 6 ON G-5 4 EA NDOX, MAP 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY BACA ASSOCIATES INC. DATED DECEMBER 19, 1997. 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE SHALL BE 13 CONST. HANDICAPPED RAMP PER DET. 7 ON SHT. G-5 1 EA TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING COORDINATED BY THE CONTRACTOR WITH THE SOILS ENGINEER AND THE PROJECT DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND INSPECTOR, ALL GRADE INSPECTIONS WILL BE IN CONJUNCTION WITH OR PRECEDED BY 14 INSTALL HANDICAP PARKING SIGN AND PAINT PER SITE PLAN N/A _ TITLE SHEET G- 0 CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE COMPACTION TESTING. / RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 15 INSTALL GUARD POST PER SITE PLAN N/A - GRADING PLAN G- 1 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN 16 CONST. YARD LIGHT PER SITE PLAN N/A ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION F-ROVON �ON�WO� NO�Ic�MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 17 CONST. TOWER LIGHT PER SITE PLAN N/A - DETAILS SHEET G- 2 ENGINEERING DEPARTMENT PHONE: (909) 694-6411 1 . EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH 18 INSTALL AIR/WATER UNIT PER SITE PLAN N/A EQUAL TO OR GREATER THAN S' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GRADING. GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE 2. IN CASE OF EMERGENCY, CALL DOLAN CONSTRUCTION AT (714) 553-2600. 19 CONST. TRASH ENCLOSURE PER SITE LAN N/A - HORIZONTAL C O N T RO L G - 3 WITH ORDINANCE No. 457 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT 20 CONST. MOW STRIP PER DET. 3 ON SHT. G-5 185 LF DETAILS SHEET G- 4 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED WORK IS IN ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. OF PUBLIC WORKS). 21 INSTALL 4" PVC SCHD 40 DRAIN PIPE 300 LF 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 22 INSTALL 6" PVC SCHD 40 DRAIN PIPE 95 LF DETAILS SHEET G- 5 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE 23 INSTALL AREA DRAIN INLET PER N.D.S. PRODUCT X1230 W/GRATE #1290 OR 2 EA FILL MATERIAL. AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF APPROVED EQUAL EROSION CONTROL G- 6 TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT 24 CONST. 4' HIGH (MAX.) RETAINING WALL PER DETAIL 2 ON SHT. G-2 98 LF DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT OF PUBLIC WORKS. 25 COST. SIDEWALK (4") 314 LF PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) OFFSffE NOTE: THERE ARE NO EXISTING AND/OR PROPOSED EASEMENTS 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, PERCENT. 30 CONST. DRIVEWAY APPROACH PER CITY OF TEMECULA STD. No. 207-A 1 EA WITHIN THE PROPERTY BOUNDARY. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING FENCES, AND DESILTING BASINS, ETC. 31 CONST. TYPE "A-6" CURB PER CITY OF TEMECULA STD. No. 200 70 LF GRADING OPERATIONS. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF 32 CONST. CONC. COMMERCIAL SIDEWALK PER CITY STD. No. 400 & 401 810 SF SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND SLOPE AT THE CONCLUSION OF EACH WORKING DAY. FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 33 REMOVE AND REPLACE STREET SIGNS _ _ 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A 34 BREAK INTO EXISTING CATCH BASIN & CONNECT P.V.C., TRIM FLUSH 1 EA HAZARDOUS CONDITION. WITH INSIDE OF CATCH BASIN SEAL WITH MORTAR WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA 35 SAWCUT AND REMOVE 1 ' WIDE A.C. PAVING LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS REPLACE WITH FULL DEPTH A.C. PAVING TO MATCH EXIST. 140 LF GIVEN. SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE ARE COMPLETE PER ROUGH GRADING PLAN. 36 INSTALL 6" RC DRAIN PIPE 8 LF 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR g vG 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT MODIFICATIONS TO THIS PLAN AS NECESSARY. EF10VON CONTROL NOTES (DONT. 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON SUBJECT TO CHANGE. PRIOR TO FINAL GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE CENTERS; TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES OVER 4' IN EROSION AND THE SILTATION OF DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED TO: TEMPORARY DOWN DRAINS, PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. PERMANENT PLANTING. EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). OF SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE 21. NO OBSTRUCTIONS OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM GRADING TO DIRECT DRAINAGE AWAY FORM THE EDGE OF THE TOP OF SLOPES SHALL BE DRAIN INLETS SHALL OCCUR DURING THE RAINING SEASON, UNLESS ADEQUATE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO TEMPORARY/ PERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO ARE NOT IN PROGRESS. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED WATER COURSE. 12 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE PRIOR TO EXCEEDING TWELVE ( ) FEET OF CUT MEASURED VERTICALLY. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE RUNOFF WILL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND SYSTEM WHICH SERVES THE RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT GRADING. EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH APPROVAL. BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. HAVE BEEN CLEARED AND GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. THESE 0 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH DEVELOPER FROM HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION m TEMPORARY EROSION CONTROL SHALL CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING BEYOND LIMITS OF GRADING. � pp � SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE NECESSARY TO PREVENT, CONTROL LEGln1L� DESCMPMON CD AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE PROPERTY ASA 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE THE RESULT OF THE CONSTRUCT)ON OF THIS PROJECT. DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION THE LAND REFFERRED TO IN THIS REPORT IS SITUATED IN THE DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC WORKS FOR APPROVAL. UNINCORPORATED AREA OF THE COUNTY OF RIVERSIDE, STATE OF 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL CALIFORNIA AND IS DESCRIBED AS FOLLOWS: � PRIOR TO OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS PARCEL 1: PARCEL 1 AS SHOWN ON PARCEL MAP 6757, ON FILE IN EROSION CONTROL AS THE CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 SUFFICIENT NATURAL VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF BOOK 21 PAGE 73 OF PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY, Q, Q FEET OR LESS MEASURED VERTICALLY. TEMECULA INSPECTOR. CALIFORNIA. C UNDIERU"ROUND SALERT CIVIL ENGINEERING CONSULTANT: SOILS ENGINEERING CONSULTANT: PROJECT DEVELOPER: DQm BASM 02 BEARN�CHEVRON PRODUCTS, INC.Cm l!-" CALL: TOLL FREE '"�"" E P.O. BOX 2833 LA HABRA, CALIFORNIA 90632 N 18'26'21" W TAKEN FROM THE CENTERLINE OF FRONT STREET 1 -800 N BACA ASSOCIATES, INC. AS SHOWN ON PARCEL MAP No. 6757, 21/73 OF P.M. RECORDS OF 2050 S. SANTA CRUZ, STE2100 ATTN: MARIO BAUTISTA 1141 NORTH LEMON STREET RIVERSIDE COUNTY, CALIFORNIA. / crlbR� Ln 422-4133 ANAHEIM CA 92805 ANAHEIM, CALIFORNIA 92801 (714) 778-0702 (562) 694-7299 (714)-98-6090 FAX: 938-0105 INw boo■c 1010 E. VIA yNDA� yE#103-392 if 8-l2O Co TWO WORKING DAYS BEFORE YOU DIG �s01)9 SLE, A 8 58 TOPOGRAPHY PROVIDED BY ROVERT H. BAKER L.S. #2825 ON 8/24/88. LD98-072GR 71 CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SEAL: Q Designed B Drawn B Checked By_ Q SCALERECOMMENDED BY: DATE: 9 /s CITY OF TDEPARTM NT Drawing No. DATUM IS TO RIVERSIDE Horizontal E OF PUBLIC WORKS COUNTY DATUM. BENCH MARK No.C42990 IS TOP OF CURB AT C.X.R. ON 1 =10 -0 1-31-00 Date ACCEPTED BY: PRECISE GRADING PLAN o * E>R * � t© -�$ DATE: DEPUTY DIRECTOR OF PUBLIC WORKS � FROMT STREET AT THE N.E. PA98-0017 COR. FRONT STREET & RANCHO Vertical � Ct+,m. 04���` RONALD J. PARKS N z CALIFORNIA ROAD. OF Cf►��F CHEVRON SERVICE STATION M w R.C.E. No. Expires 3 3t- 00 19744 9-30-01 PARCEL i P.M. 6757 ELEVATION = 1005.22 P� R.C.E. No. Expires . j� Sheet 1 of 7 ``' U .r, � 48.00. �►�° \ a, ��� EXISTING DRIVEWAY \ A4� APPROACH TO REMAIN o 09 ° ~ -- 07" N FG as S 1 . , O '� o ��`'goo O p�h o� \ '`a' °' 1 43•� •' 54.69 - h ,�°'` J 1• ° �. .p. 37>34 W ,�P•� MAT/-% °`� �� ��'� �� �h. °° ® ��� �� �G I"=10=0 2g r Zv+ o �G --� E �° \ 32 �� g �`\ °o'` moo'` .�oo�.`'• X59° Fv •N �� 1014'51 �F 15 h° FS -"_ " \ �o cs+ © oo. 6 101s.,�1 1009 �Op8.50 - 10096.20 �_ 1°og. 1p1F5 °° rH;6p F� ro 1p 1 TY P. 6 Q \ �\ 1°1�'� �M 1009.36 '► o MIl`�• '�� 5 �- 6 2�0 011 0 \ INGR�S'S AND \ F G+ \ Sw ALE ® �.-� 1 f G 6 A N �� / r --___ \ ♦ 14.40 \ \ L _ 10 � EGRET SEMENT \ ,�_ �1013. FS \ \ ! t 11008.00 TG---' \ F 0 f 0�� � 1% �1 Qpt3• � j T\, 'y \ 007.00 INV �(- , 23 0, 101 1.6 G \ \ -�A Q_r -r--` \ 0 5 10 20 t� ' g1 j �',. �o� ► C3.5}--- 48.00\ � 'o�. 2 32 'S FS 01 1F5 !'� \ x,39 1 101 D. ❑ \ \ s o 2� o , �� X01 �� �� moo. ��+ \ GRAPHIC SCALE S12-1907 -� ��- O \ t^ 1011.99 1,81 F� \ o,c.�' �``` co ,`pp1�•. M .69 \ 1 31 S \. A TC HLINE FS \ 1 �. 7 \ \ o1z, \ \ o\.�a 6 \ 1011.85 >'`�. •0 tet' \ Ic > ,g2 - 1 I �-' FS \ \ \ \ `, o. a 1012.49 FL � � 6 - ♦ \� • � 1012 ' EXISTING DRIVE 10\0I/ p �- \ �� " off° APPROACH TO 1 cv - \ FS 1°11 6 5 fS\�, �--- ---- \� M \\\ REMAIN I J 1.1 � x �\ F.F.= 1011.80 \ \ ��0 \ w PAD= 1011.30 ^<•, 4 0� \, EXIST. ELECTRIC VAULTCONSTRUCT�ON/ - _ _ A a NOTESa °D �� - o �� �~ r ��9 0 � � `� � ADJUST TO GRADE 3 W 2 ,,o \ ON SffE 1 0l \ \ 101 0 F I A�4 „ 0 1011• `� `\ .� CONST. 6 P.C.C. OVER 6 A.B. WITH FIBER MESH I m 6 0 0 4 \ . 101.3 T _ \ \ 1 1 1 (1p 1012.7 i 2 CONST. 6" CONC. DRIVE SLAB PER DETAIL 2 ON SHT. G 4 1 1 1011.00 \ 'S� I t 3 CONST. CONC. TANK SLAB PER DETAIL 1 ON SHT. G-4 ro"NO FS qerfI -f" ` ��r ---_ - ♦ ' , ; 32 \ 4 CONST. 6" P.C.C. OVER 6" A.B. W/#4 BARS ® 18" O.C. W/FIBER MESH / o o Olt 1013.00 T " I �� 5 CONST. 4 CONC. SLAB PER DETAIL 2 ON SHT. G-4 � � � 1012.50 F t 01 .5 '�. � � J � 1 / 1010.95 i •• FC / I �G 6 CONST. CURB PER DETAIL 2 ON SHT. G-5 25 FS \ 1 ! \ \ \, 7 CONST. CURB AND GUTTER PER DETAIL 1 ON SHT. G-5 .1011. 6P�� \ / \ 3.o CONST. CONC. V GUTTER PER DETAIL 3 ON SHT. G-4 ,�I yr \ � o,o � \ FO ♦ R� •1�1 t FS•�� \ \ , 6 33 \\\ 9 CONST. GRATE INLET PER DETAIL 5 ON SHT. G-5 o O 1 6 11 5 F>> \ D0 1 t • �' \ \ 10 INSTALL CONC. CATCH BASIN BROOKS PRODUCTS 1818 L18 & 1818 TS �o /� \ W/1 818 STEEL PARKWAY GRATE OR APPROVED EQUAL 1,009 / 1 1 \ '34 I '`\S '� o�� Fs Ic 1010 y \ 11 INSTALL 3" PVC SCHD 40 DRAIN PIPE W 119 � S'� �G 11° FS 1 6 � ♦ � o�► 1006.84 1 F ON 1 20 \\\ 4 \ 1010.92 t j• \ o•�i 12 INSTALL CLEANOUT PER DETAIL 6 ON G-5 1i__ TC 1pO1,�`1- 1° 1010.92 FS (T1 P 18 1 12.5 o\t ow `� ° `` ���. 13 CONST. HANDICAPPED RAMP PER DET. 7 ON SHT. G-5 > 1010.70 3 F 15 ) 0 FL 1 1� 10 .50 TC o�o}`ti 14 INSTALL HANDICAP PARKING SIGN AND PAINT PER SITE PLAN 1009.78 TC �. / , 0 , \ 0 1012 00 FL �i' �� ( OOo� \ 1009.28 FG 1 ,- TYP.2 °oma % , \ o ?� , 1 15 INSTALL P 1 25 1011.35 � 17 ( `�o� ��'�� 7 <" LL GUARD OST PER SITE PLAN FS ---- 1010.92 --- \ �� ♦ \ 16 CONST. YARD LIGHT PER SITE PLAN 101 1.43 T 1010.78 � i � � �\ o I 1010.93 F J� o�' i FS \ �, � �' / FS 1010.92 Q 1010.92 FS 1010.99 Z \ \ 17 CONST. TOWER LIGHT PER SITE PLAN 24 co S Q ` 101 ��/ 1011.41 C FS 1009.89 INV S (101 \ �1G - 1 18 INSTALL AIR WATER UNIT PER SITE PLAN \FS 83 1010.91 S 1 1 1010.92 1 0 5� �, \ !SP' \ \ A' O \ AIR/ WATER P 101 1.00 TC �,�i 1010.88 FL 4 1011.43 TC \ 35 FS 19 CONST. TRASH ENCLOSURE PSR SITE PLAN 1005.67 TF , 1010.93 FS ` 10.9 1010.92 / 1010.92 \ 5 �''� 20 CONST. MOW STRIP PER DET. 3 ON SHT. G-5 rn 1012.00 TC A 1006.76 MI A 1011.11 TC \ 009.45 FS o 3" 10F.92 FS 1011.50 FL --�OF2'0 , \ \\ `o� _ 21 INSTALL 4 PVC SCHD 40 DRAIN PIPE T ,� 10• Q� 7 1010.61 L ��O INV 1 12 1 �-- ♦ \ \ j S v �� �� 1010. 010.92 \'� °�� \ \ 22 INSTALL 6" PVC SCHD 40 DRAIN PIPE •s \ o ? > > 31 O Q FS � FS p1 � � , N � \ 1011.00Tw Z , o� \ FS , �� 1 \ 23 INSTALL AREA DRAIN INLET PER N.D.S. PRODUCT 1230 W GRATE 1290 OR 1005.%7 TF o \ 1010. 2 , , 1011.73 TC \ W/ GRATE 1009.38 FS f 1010.70 TC 1011 ,�O�F`� \ �� 312 FS ; �� \ °,� �� 1010,82 \ 1011.23 FL \. \ \32 APPROVED EQUAL 4 12 18 1010.20 FL 10 \ •�' o • FS X101 \ \� 24 CONSTRUCT REATINING WALL LEVEL BACKFILL PER CITY OF TEM C T 01005.96 INV 1 FS 1010.9 S � � '68 �. l \ � � / E ULA STD. -- % 1009.. 9 I 2 1010.92 FS �--- ♦ 1 \ TYPE IV 4 HIGH (MAX.) `'s� _ \ , 01° ti � � �S 1009.89 INV 25 CONST. 4" CONCRETE SIDEWALK 1010.33 TW 1 09. �. 5 \ 1005.67 TF S o ■ \ .p /� �c� 1010.92 \ �`= _`_- --fig1@:g2. -- 1010.33 TW O o 5 \ Q j FS 101 2 FS -0010.0)- 1005.67 1010.0)--- _____ \ 1005.67 TFO \ ` ---_ ` \ 0 / 6'� �-1 0 101 73 \ ° / \ 0.92 i, i \ \ �` OFFSITE 2 0 • / p9 � \ O C� � 0 �� FS , 101.0.9 1009.67 TW MA F o / 1�J / 9° 1009:4 FS 1010.60 - \ { \ \ 30 CONST. DRIVEWAY APPROACH PER CITY OF TEMECULA STD. No. 207-A 1005.67 TF - 'n / „ 1°10• INV \ FS t^':. \ 1 1 09. �� _ _ _ _ _ - - � 4 Fs 1z,g�--- - -- ____ 1011.50 FL \ \ \ \ \ 31 CONST. TYPE "A-6" CURB PER CITY OF TEMECULA STD. No. t 1 - 4 12 \ \ . -_ TC 1011.00 D 200 C ` 1 S / \ � - - - 3 - - - - - - ib1 2 FS 1010.78 9•gFL ���° , \ \ \ 32 CONST. CONC. COMMERCIAL SIDEWALK PER CITY STD. No. 400 & 401 xl�1009.67 TW o \ �/ �\ - 11 . ; 1010. FS \ O 33 REMOVE AND REPLACE STREET SIGNS 1005.67 TF � N � � � -� , � � 1009.89 V \ \ / 008 O 1) , ____ 1011.5 `Cb 1G��� o�WTo 34 BREAK INTO EXISTING CATCH BASIN & CONNECT RCP., PER DETAIL 3 1009.00 TW �, 08, / 10°'�3'a. T 1010.92 --___. - �10fl9. _ 1 FG \ \ , r \ ON SHT. G-5. 1005.67 TF S �\ �` 0 3 INV --� �- `Z> > 12 FS �. S , 35 SAWCUT AND REMOVE 1 WIDE A.C. PAVING - --_ , , �REPLAC WITH F P 1006.62 I .. ts' �. 1010.73 �/ \ � E FULL DEPTH A.C. PAVING TO MATCH EXIST. TC 1 1011.00 TC '\ - 25 't� �O �-' \ FS 1010.50 FL ' " 36 INSTALL 6 RCP DRAIN PIPE 24 0°$� \ 09 '� \ % Igo \ 1009.0 TW �h' /- I 1 \ 4 1 c� 1005.67 TF 8, \_ 1 \ 010 � '� _ I REMOVALS 21 i 00fl8 i •0)21 C-7-� `` - - --- ED-ALL EXISTING IMPROVEMENTS PER DEMOLITION PLAN 1008.34 TW 1 ' `� p 1011.0 ! \ / ��EXIST. A.C. PAVEMENT I � \ Fc \ , J 1005.67 TF 0� C7j 1010.50 TC 7 -� / I4.7 / 1 [�J-SAWCUT AND REMOVE EXIST. CURB AND GUTTER, DEEP LIFT A.C. \ Q' 8•(}�� �,` ' 1010.00 FL 10 / �p� v t _ __r-- __ v -�- t 0 / �v�J� _. ' [�J-EXIST. CONC. CURB x a o�•�o� � ``` --- ----_. �'�--- _ `' --- -- '� ___ -- ��°N � � O� ' � [5[-EXIST. DRIVEWAY uj �MAX r05o �' �� \ 0 2 1 10 13 F-E --�4A10 ____ f" / O �EXIST. SIGN PROTECT IN PLACE Aj m S MAX W p,�� ��`' 1° ODPAR-�--b;;-��I��I I �` -- - '0o r1 X09 1010.O�Tc--� '�� ��--�--�V� - 07 -EXIST. CONC. FLATWORK , ` LAIN LIA4 *--ST (1007.0 9 00 'S9 1009.80 FL X40, I � Cu 1006.57 I E . 1.67 F 1• �i� \ I T (1(1 .S r`- --- 9 09 TL' r" TC 6 1 5.61 ,°°p1 7 ` 06• �- 1008.44 TC o 2.590 0 1 y4 �, 1007.94 FL _ µ _ _ f / 5o F� \ ESTIMATED EARTHWORK QUANTITIES (1007.0)--- -- -� `-- 01 // \\ THE QUANTITIES AS SHOWN HEREON ARE PERMIT,~_� ��,,-o -.___, 06. Q E FOR AND/0R 006 ~--- -1 __ __ �_ X �~ X1006.5 6 - --- - 1 BONDING PURPOSES ONLY. THE GRADING CONTRACTOR SHALL BE � 2 3 ( �° 008.4 --- 8 21 1 --~ � 1 oos.s r (1006.0 -___ a 1 0`'• � � \ S p' - Sc 006.34 TC _ HP --- c� 1005.5 / \ RESPONSIBLE FOR VERIFICATION OF QUANTITIES PRIOR TO THE 1 1 2% OCG, 1005.90 FL 1006.48 100 8 -`�" - -- FG FG .y• J� '�•.gG �\ 005. 1006.48 TC 98 F� --- { 4.50 9 `�'-�- _ SWALE ® 290 ``-- - 0 D /�j o\\ START OF GRADING AND ACCOUNT FOR DISTRIBUTING ANY EXCESS 608,3Q 0'�G MA 1005' 0 10 Nv --� _ --� 1003.83 MATERIAL OR SUPPLYING ANY DEFICIENCIES TO BRING SITE TO CD INV L A N D S C A_P E 1005.98_FS _ �� ?,� �o°p�G� \ \ � DESIGN GRADE. THE BELOW CUT AND FILL FIGURES REPRESENT ~ PURE VOLUME FIGURES ONLY. THERE IS NO CONSIDERATION � ---ter' `..._---- � � �■��� ..--- � r `' � cn p � 10 5.98 FS 1006.34 TC ,`vQ N 18'-26'21" W 180.0 `- y (10{35.5) �_ _r'' '7 TAKEN FOR SHRINKAGE, SUBSIDENCE, OR ANY OTHER LOSS FACTOR. -cD; 1005 7? TG It (1006.14 FS �° �' 099 CF 1004.47 INV i A 22 t,l EXISTING 36 \ THE TANK HOLE EXCAVATION IS NOT INCLUDED IN THESE CD 32 'o I 35 0o h• F� SIGN --- 1005 QUANTITIES. os9 �o �'�°°W �°F ( EXISTING DF�WEWA U v `�� / / loos.8 �/pu.c. Fac. - - � - �' �- TO�EMOVED - I � EXISTING - 003.17- -�- - - ITEM QUANTITY UNIT io INV. �- \ �� / RAW CUT 1319.6 CY z co WATER METER _ '0 -- � r- r-n Cu -�G �G 3 G- NOTE: VERIFY F.L. OF EXIST. CATCH BASIN RAW FILL 55.2 CY _ � f Ln �°5, �`� p o 'O-T 7tn-X0 1�p5. 31 �y�� p EXISTING EXISTING °g 6'� AND LOCATION OF ANY EXIST. UTILITIES IMPORT 1264.4 CY � oh• ti � 30 M �1°° oh A - EDISON VAULT CATCH BASIN .° o'` CROSSING BEFORE NEW RCP INSTALLATION. ooh' a 32 �°ooh• �`nNT STFmREETLD98-072GR z H CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SEA Designed B Drawn B Checked B SCALE Q RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. 10 19 RFA 1 DELETE PUMP ISLAND AND REPLACE 1JD DATUM IS TO RIVERSIDE Horizontal SHEET 2 CD COUNTY DATUM. BENCH MARK c3 cj IS TOP OF CURB AT C.X.R. ON 1"=10'-0" °� �'3 312900 Date tic) -�g ACCEPTED BY: DATE: it/fiha PRECISE GRADING PLAN o FRONT STREET AT THE N.E. Vertical * E*. RDEPUTY ONALD DIRECTORJ. PARKS OF PUBLIC WORKS _ PA98-0017 z COR. FRONT STREET & RANCHO crv1� ��' `� CALIFORNIA ROAD. he OF EA��FO 4� $O ,�.w CHEVRON SERVICE STATION � R.C.E. No. Expires R.C.E. No. 19744 Expir" 9-30-01 PARCEL I, P.M. 6757 Sheet ZiQof 7 I ELEVATION = 1005.22 w -' U 24' 44' W (FUT.) z VARIES 12' . c J LL. 1 .2 , v MAX 4 8 V70 1011 �0 o,'L � � 1 ,pp9� FS•39 �c•9? �°� F 1010 0 _ _ _ ______. 1014 -A S� 1009 _ ___—_ ______ __ ---10 974� s ,�o 31 s'�? 0,09 SECTION A—A SCALE: HORIZ. I"=10'—O" VERT. 1 „=29_0990/� (E p ,p � � 1012 _ 1011 .80 R --- 1012 PAD 1011 .3 4' 3' 1011 —_. ____ ___ _._____ ___------------_-- - ___ ________ _ _________ 1011 I L` 1'-6" 2'-0" 1'-0" 9" 39„ 2'-0” 1'-6" 1010 101O 4'_ 0" 3'-1 a a LJ I 10109 - - --- - 0 0 1003 Ll UPS poi 1 IIV SPU POS 1 POS SPS IV 3'-0" U 1008 - 6 10x8 OrO'10 El 1007 __ _ 10'-10�" EJ10'-10�„ 1007 LEVEL II SPANNER 2 LEVEL II SPANNER 12'-7j" 12'-3" 12'_74" 1006 1006 SECT�ON I PUMP BLOCK DETAOL SECTION B — B SCALE = 1/4"=l' SCALE: HORIZ. 1 "=10'—O" VERT. 1 "=2'-0" 3'-6" 9 0�' O 19-6 91 4, 7 '\0 6" �0 •�G 1009.67 p°�30 1010 - — - �.w-- —�� 1010 4 29e 1009 _ —_ — _._ _ — _ --- 7 __ __ 1009 LL U 1008 - ___ ___ __ r° .) ___i ___._ __ — 1008 7'C 6 2 ro°6 I - 1007 1007 21 1006 — 1006 2 SECTION C — C SCALE: HORIZ. 1"=10'-0'9 VERT. 1 "=2'-0" 1010 50 -R/W -- 1010 38' 12' 10' 6- 16. 15 V 1009 — -- 1009 1 ' 7 x 1008 — 1008 Lij co 10 07 --�--- r -�c • j— --- 1007 Cn LD Ln 1006 1,006 m dj 1005 1005 rn U CD100 , --------- -_ _ __—______ _____ _ _ _ _ __— _ __ _ _ _ 1004 C O CT 3 CU O O coCn SECTION D — D / SCALE: HORIZ. 1 "=10'-099 `I VERT. 1 "=2'-0" w U Cn Z: LD98-072GR CD CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE SEA Desi ned B Drawn B Checked B 10 19 RFA 1 DELETE PUMP ISLAND AND REPLACE ' ,�4 c� RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. CD SHEET 3 Horizontal � 1"=10'—0" No.3C, p. C-, * �. o Date 1 ^� ^�8 ACCEPTED BY: D PUTY I DATE: !Z 1� 8 PRECISE GRADING PLAN o * E DIRECTOR OF PUBLIC WORKS w04 VerticalRONALD J. PARKS PA98-0017 SOF CA�� 4z��O 3 �3 t "� )9744 _ _ CHEVRON SERVICE STATION LO R.C.E. No. Expires R.C.E. No. Expires 9 30 O1 PARCEL I, P.M. 6757 J 1 Sheet 3Aof 7 U t 6.7 6' ..�� N 28.3 ,34'► r e=� 00 ®!�e �''�� . goo _00 00 , Otj $'35 ► "'�� N ♦ Off. J A 56.60 ■ \ O '� r 2 yr. ► J r $00 01r. 08 ♦ �sJJ GRAPHIC SCALE S' a0 I > %*0 0.1 1 / IV .O �p CO 0 � / 6 i O Irb 0 i v t�- 0) � 10 \ V10 % \\ ARC# R L ARC# R L M M 1 1 / • ♦ \ 1 o 16.03' 4.05 8 5.00' 4.61 ' ; , 0 0 Z Q°h. ' \ 02 12.00' 12.56' 90 3.43' 10.76' 41 .69 • 30.00' 2.24' 10 3.17' 9.49' i �•� c 0 0 /i �� / ♦ \ 40 55.60 56.23 1 1 20.00 12.54 ® o I� 0 �) \ 05 30.00' 6.26' 12 5.00' 4.01 ' .14 , � 01 \ 6 5.00' 4.10' 13 112.00' 2.96' 5.00' 1 .2 2' 14 16.05 4.05' �_- _ _ _ _ _ _ _ _ _ _ _ _ _ --_� _ , ♦ \ o 0 3.21' \� �� o C�UU�ME D ATA 80"HEDULE 34.37' � 39.73' 35.34• ®41° •��, 4,. 59.53' o r-� I4�• LO 00 1 N 15.88' 12 - , ,A�o co s � ^ 49.05' 3 >` c"i 2 CD i 40.5113 4, a -�- o 'F CD 14 cn - - - I1 N 18'26'21" W 180.00' �I I \ M . I � I 0 � Q cu c� LuI 2.50' 4.00' 35.03' 40.95' 97.52' cn1<1 LD98-072GR o CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE SEAL' Designed By Drawn By Checked B RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. Horizontal Qy, Na C42900 C-- I�=to'-o� EmL 3.31.E Date 1® .,c� Q ACCEPTED BY: DATE: PRECISE GRADING PLAN L ��cal � -------- * RDEOP�� DIRPARKS OF PUBUC WORKS 7 CtV I� ��' o�13 N PA98-0017 0` CHEVRON SERVICE STATION M Df CALF 4 2�� - ^�� �n R.C.E. No. Expires 3 3 1 R.C.E. No, 19744 Expires 9-30-01 PARCEL I, P.M. 6757 � Sheet 4 of 7 U (_1 A� MANHOLE MANHOLE ADDITIONAL ADDITIONAL REINFORCEMENT _ I REINFORCEMENT Z z _ > Y z (TYP. Z o_I m (TYP.) i l 00 zQcni �CL EZ � Ql :2 a_ I ? I a 4 ,. �. JOINT SEALER CONCRETE TANK SLAB • •. • - , -. ;�. •� . :.• ,...• : - � - ---.'. a .ate ° T °—' '�°` ----- I — °° a d�--� , . •.. #4 BARS ® 18" O.C. CONCRETE YARD SURFACE EACH WAY. OR A.C. PAVING AS OCCURS I I ELASTOMERIC JOINT FILLER 4. TOOLED TO 1/4 ° ° ° 4 ° ° a N 00 1/4" RADIUS A ° I _ AGGREGATE _ _77— BASEI- . °a c 1 1/2" OR 1/4 SLAB DEPTH w QCOMPACTED J ° ..Q _ Q �° FILL WITH SEALANT C O MPACTED \ �\ �\��� �\\� N a I _j 2 SUBGRADE 2,-0„ DISCONTINUE RE—BARS 0 PROVIDE NON—BONDING CONTROL JOINT (LOAD TRANSFER MATERIAL 0 VERTICAL 3/4"x18" SMOOTH DOWELS 3" IS ACCOMPLISHED W/ AGGREGATE I I I FACE OF FIRST POUR 12" O.C. GREASE END IN FIRST INTERLOCK) POUR - LOCATE O CENTER OF SLAB 9" PEA GRAVEL BACKFILL rl A 3" CLEAR (TYPICAL) #4 BAR ® 18" 8 III I—I— I—I I—I—I—I—I EACH WAY. —T—T — I—I- -I—I—I— I—I—I— I— I SCALE: SCALE: QDTaN� SLAB EDGE (TANK SLAB O � QOOLED �ONTOJOON� TANK SLAB ONL N.T.S. N.T.S. CONCRETE I I I TANK SLAB 36" MULTI PORT MANHOLE W/ 2 LIQUIDTIGHT FILL BOXES & TLM ACCESS HOLE 1:4 SLOPE EDGE TO 3/8" RADIUS (BOTH SIDES) BEFORE REMOVING BULKHEAD-FILL A.0 PAVING - WHERE APPLICABLE I I I I N WITH ELASTOMERIC JOINT FILLER DRIVE OR OTHER #4 0 18" O.C. PROVIDE BOND BREAKER CONCRETE SLAB EACH WAY a va 1- -iII II�I�II °-w- 1/4„ TO 3/8- #4 BAR HOOP a x w TIED TO #6 BARS. -I ( ( - - - - I i I I I I I (-I- ,, '�' a. I v. (TYP.) N d 10 ,� o I I (MIN 3/4") PEA GRAVEL BACKFILL �y )_�Q� ys_�)6� yn$( I I 2, 0„ I TYP. 0 EA. SIDE OF JOINT \ \\ w • CONCRETE SLAB THICKNESS X + 2 2'-0" O Z N � ~ NOTES: o MANHOLE - I 1 . DO NOT USE KEYED CONSTRUCTION JOINT FOR SLABS LESS THAN 6" THICK. COMPACTED GRADE 2—#6 BARS, EA SDE SEE SPEC'S # 2. USE PLASTIC OR METAL FORMS FOR KEY. WOOD CAN BE USED ONLY IF THE COMPACTED BASE MATERIAL 1 '-0' 42" 0 COMPOSITE 1 '-0' 2'-0" 5'-0" OF MANHOLE BACK SIDE OF KEYED FORM IS SAW—CUT. SEE SPEC'S MANHOLE TYP. TYP. 2_#6 BARS, 9'-0" LG. 3. REFER TO GRADING PLAN FOR TANK SLAB THICKNESS ("X"). "X" CONCRETE SLAB THICKNESS AND REINFORCEMENT PER SPEC'S. EA. SIDE OF MANHOLE SCALE: CONSTRUCTON JO�NT (TANK SLAB ONLY) SCALE: TYPoCAL EDGE OF CSLAB SCALE: CONCRETE TANK SLAB D � N.T.S. N.T.S. N.T.S. 1/2 911 EXPANSION JOINT, FLEXIBLE 1/4 910 RADIUS — TYP. BOTH SIDES CAULK OVER EXPANSION JOINT PROVIDE 3/4"0 x 18" SMOOTH DOWELS 0 12" O.C. GREASE END IN FIRST POUR. CORE DRILL SLAB O 12" O.C. GROUT W/ LOCATE 0 CENTER "EMBECO" OR APPROVED EQUAL 3'-0" (3 - NO. 4 BARS CONT.) EXIST'G CONC. SLAB ami a x04 1/4" R. TOOLED EDGE o a d °a d a o o - x 1/4 RADIUS TOOL EDGE ELASTOMERIC SEALANT - SEE SPECS ELASTOMERIC JOINT FILLER TOP OF 3/4"0 X 20" SMOOTH DOWELS (GREASED) 0 0 ° 0 0 0� NEW CONCRETE GRATE INLET CONCRETE OR 3/8" 1/4" RADIUS CONC ETE O 12" O.C. / / REINFORCEMENT BARS OR A C \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ PAVEMENT OTHER STRUCTURE BACKER ROD \/\/\/\/\/\\/\/\/\/\ \ \/\/\/\/\/\/\/ \ \/\/ SEE SPECS d. .a vi Q da. A x COMPACT SUBGRADE 2'-0" TYP. COMPACT BASE ° ° 4 \ d a. v PER SOILS REPORT PER SOILS REPORT as a ° 4 x a a a d a O D o a ao 14 CD 00 co d . . �o OO o OO CD O�� X00 o c4 c4 8 c4 6" 2�_0" COMPACTED BASE OOp�00p�00p OOp_ 00 VI-V, MATERIAL-SEE SPECS. 4 a F 1. PROVIDE NON-BONDING MATERIAL 0 VERTICAL FACE OF FIRST POUR. EXIST'G CONC. NEW CONC. PAVEMENT COMPACTED GRADE 3„ PAVEMENT PER SOILS REPORT 2. SEAL ALL EXTERIOR PAVEMENT JOINTS W/ ELASTOMERIC JOINT FILLER. SEE SPECS. COLOR TO MATCH CONCRETE. ALLOW CONCRETE TO CURE PRIOR TO APPLYING JOINT 9„ cn 3 /8" EXPANSION MATERIAL FILL TOP W/ FILLER. 3/8" PRE-MOLDED EXPANSION MATERIAL COMPACT SUBGRADE #4 ® 24" O.C. ELASTOMERIC JOINT FILLER - SEE DET. 8 3. DOWELED CONSTRUCTION JOINT IS PREFERABLE TO KEYED JOINTS. (FULL DEPTH OF CONCRETE SECTION) PER SOILS REPORT FOR CONC. PAVING ONLY COMPACT AGGREGATE BASE "X" CONCRETE SLAB THICKNESS AND REINFORCEMENT PER GRADING PLAN PER SOILS REPORT "X" CONCRETE SLAB THICKNESS PER GRADING PLAN Cn0 LCu - w SCALE: SCALE: SCALE: SCALE: o CONTROLSCALE: Cn CONCRETE9VwGU EGE®GE OF EAST, TO NEW CONC, DOWELED CONSTRUCTON JO�NT N.T.S. EXPANSION JUNT N.T.S. N.T. S. 7 LD N.T.S. N.T.S. z H o CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE SEAL: Desi ned By Drawn By Checked By Drawing No. RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS CD Horizontal y JILT !' f L CD DATE: « PRECISE GRADING PLANUc=4 1"=10'-0" � Nb•C�990 - �Cp - �gACCEPTED BY: � 3-31.00 Date DEPUTY DIREC R OF PUBLIC WORKS _ -cn' Vertical * —"—'� RONALD J. PARKS PA98 0017 N w CHEVRON SERVICE STATION "' o. A2C1 TO Ex 19744 R.C.E. NExpires 3- 3t - Q0 R.C.E. No. Expires 9-30-01 PARCEL I P.M. 6757 v p P Sheet cJ of 7 = J U C NW EXIST. CB fi' RCP CONCRETE CURB & GUTTER 4" FINISH GRADE TURF 4" ,,--1/4" EDGE RADIUS CURB LINE MATCH EXISTING CURB & BY LANDSCAPER (TYP. OF ALL) GUTTER COLOR WHEN REQUIRED ROUGH GRADE BY 6" 1'-6" (3) #3 BARS CONTINUOUS G.C. TO BE FREE OF 6" 1 to LANDSCAPING W, W 4W W. a DOWEL INTO EXISTING CURB DEBRIS AND COBBLE 4 v „ 3 1 „ & GUTTER WHERE OCCURS ° v 1/4" TOOLED R=1" 4 " TYP. EDGES EXPANSION JOINT (TYP.) 2 MIN. R=1 " (IF ADJACENT SURFACE TOP OF CONCRETE . IS CONCRETE) OR A.C. PAVING — #3 BAR N //XI. @ 4" O.C. ADJACENT PAVEMENT d io — - d — OUNDED EDGE a. z R=2" • I ° wox, 1�3 I • ' •... PER GRADING PLAN �\ 2" MIN. j a PER GRADING PLAN 4 #3 BAR CONT. Fj 0 00 o po ' #4 REBAR o Oo 0 0 (TYP. ® TOP AND BOTTOM) (CONTINUOUS) a. s COMPACTED BASE PER SPECIFICATIONS #4 DOWELS ® 24" O.C. — (CONCRETE PAVING ONLY) — COMPACTED GRADE I I ( I III BREAK INTO EXIST. CB WALL TO MAKE 2" MIN. PER SPECIFICATIONS COMPACTED SUBGRADE CLEAR FROM OD. OF NON PIPE. CUT EXIST. PER SOILS REPORT EXPOSED REINFORCEMENTS TO REMAIN 6". THE REINFORCEMENTS WILL BE BENT TO LAP AROUND THE NEW PIPE, GROUT THE VOID WITH NOTES: NOTES: CONCRETE. 1. PROVIDE 3/8" EXPANSION JOINT AT 20' 1. PROVIDE EXPANSION JOINTS INTERVALS MAX.. ® 15'-0" O.C. (MAX.) SCALE: SCALE: SCALE: SCALE: CONCRETE CURB 0 GUTTER CONCRETE CURB 2 MOW STRIP BREAK-DN INTO EXIST. CATCH BASIN a N.T.S. N.T.S. N.T.S. N.T.S. NOTES: 1. WHEN X IS GREATER THAN 48" FLARE CURB AND GUTTER SLOPE SHALL BE 1:10. I2. WHEN X IS LESS THAN 48" FLARE 1. Accessible parking spaces serving a particular building shall be located as near as I �s SLOPE SHALL EQUAL 1:12. practical to a primary entrance and on the shortest accessible route of travel from 0 0 0 adjacent parking to a primary entrance. 0 0 2. Where single accessible parking spaces are provided, the shall be 14' wide and Z � 9 P 9 P P � Y / o ° ° 6 " outlined to provide a 9' parking area and a 5' loading and unloading access olsle on "B FRAME AND COVER 24" X 24" X 6" 3/4 the passenger side of the vehicle. in TO BE ALHAMBRA •9 V) ►, CONCRETE SLAB IN A/C PAVED u • 12 12 0 o M 3. When more than one accessible parking space is provided, in lieu of providing a 14' 110 LBS. OR EQUAL FDY. NO A-1240, AREAS ON SITE N wide space for each parking space, two spaces can be provided within a 23' wide area APPROVED ° ° N1/4 lined to provide a 9' parking area on each side of a 5' loading and unloading access aisle in the center. WA d -, ° 0 4. The minimum length of an accessible parking space shall be 18'. I TRUNCATED DOME DETAIL GROOVING DETAIL 5. One in every eight accessible spaces, but not less than one, shall be served by an to ° ° access aisle 96" wide minimum and shall be designated van accessible. 7. / / a 6. Surface slopes of accessible parking spaces shall be the minimum possible and shall "A" \\/�\/� ° /�\/�\/\\�� not exceed 1/4" per foot in any direction. Spot grade elevation. CURB AND GUTTER 24 SQ. GRATE ALHAMBRA U ATEDOMES 7. In each parking area, a bumper or curb shall be provided and located to prevent A-2012 W/FRAME /\//\//\//\ \//\ \�/\ .2" HIGH encroachment of cars over the required width of walkways. /�\ \\\\\/ 8. Ramps shall not encroach into any parking space, with the exception of a transition 6" PVC ///� Pa 9 P P CLASS 520—C-2500 ramp from a loading/unloading area to an adjacent sidewalk. The transition ramp CONCRETE shall be a minimum of 48" in width, a maximum of 60" in length, with a maximum a o a slope of 1:12. SIZE PER PLAN NOTE: CROSS SLOPE OF 9. Accessible parking spaces shall be so located that persons with disabilities are not I ( Q LANDING AREAS DO NOT compelled to wheel or walk behind parked cars other than their own. GUTTER EXCEED 2% IN ANY DIRECTION I la . GUTTER Q ° a I 70 SQ. INCH I ACCESSIBILITY SIGN TC EL I PER PLAN o PLUG STUB WITH BURNT CLAY � co v.L— a --J DISC OR EQUAL APPROVED 8' bra Q °C 6" 22 6" 4" „ PVC — — m 0 0 SIZE & MATERIAL Q' I2'-10" PER PLAN 'L SURFACE WILL REQUIRE 36" WHEEL C71 r ELEVATION 1 SECTION OF TRUNCATED DOMES IF FLAT w STOP GUTTER ^� ! 4 PVC SE�TI®� "�_�" TRAVEL SURFACE ADJOINS VEHICULAR I (SHOWN ON PLAN) TRAFFIC WAY OCI GROOVED BORDERS r--6" PVC MUST BE ON THE LEVEL SURFACE AT THE TOP Cn 110— o OF THE RAMPS CD #4 BAILS 6" 22" 6„ TYP. TYP. PAVEMENT 9'-0" SYMBOL PER MIN. STALL. 8'-0" MIN. AT FIG. 11 B-6Ln Cn 2'-10" VAN ACCESSIBLE CD co SECTION "B-B" PARKING STALL LD98_072GR Ln = SCALE: SCALE: SCALE: SCALE: Cn �aTCC NUJ 'ASIN (24" X 24w) S�'OG �i D�QON C�[�EQ[�l O�JJT o v MO C UT ° �1P �] HaNDD OC�QI�[�ED G�'Q�3���lCc� STgL�L� o� N.T.S. N.T.S. N.T.S. z N.T.S. H o CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE SEAL: Designed By Drawn @y Checked B Q RECOMMENDED BY: DATE: CITY OF T DEPARTMENT OF PUBLIC WORKS Drawing No. CD Horizontal L 1 N=10'-00 .- ACCEPTED BY: DATE: 4 PRECISE GRADING N PLAN o C42990 Date 9 © s DEPUTY DIRECT R OF PUBLIC WORKS LA N Cn Vertical * � 3-1�- * RONALD J. PARKS PA98-00 1 7 N z M pry, CHEVRON SERVICE STATION �, H '�' R.C.E. No. 429 39744 EXNm 9-30-01 PARCEL I, P.M. 6757 �;, OF CA1.,� Expires R.C.E.RcENo. Sheet 6 of 7 = U 114111 o, ♦ `; 3., 0,� N 2$ •37,34» N � 1 > >O \ 10 Ck so , \ `�� 1`• -� �_ �01 101 •0 owl)'"� = GRAPHIC SCALE ON O ti -' t 10 1�• c-' �i \ \ I It Vo 0. O GliNE'rRAL NOTES �- .o l �l ; �- f 1. IN CASE OF EMERGENCY CALL DOLAN CONSTRUCTION AT (714) 553-2600. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES. '� \ --_ `` ♦ r - NECCESSARY MATERIALS SHALL BE AVAILABLE ONSITE ANSTOCKPILED D AT �l ♦ CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES. r B MOVED 3. EROSION CONTROL DEVICES SHALL NOT E 0 ED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. 0�� 4. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END \ / ; \, OF EACH WORKING DAY IN THE PERIOD FROM OCTOBER 1 THROUGH APRIL 15, 1 j �0 ;` � ♦ AND AT ANY OTHER PERIOD WHEN THE WEATHER FORECAST INDICATES A i \ 1z' PROBABILITY OF RAIN. ,,� f � � •�- ATE THAN 50% / '0 ' 5. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING THE RAINSTORM SHALL ALSO BE REPAIRED �� , ♦ € ,�' IMMEDIATELY. � i �♦ r 6. FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ^ t 7. A SIX-FOOT HIGH PERIMETER FENCE OR A 24-HOUR GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF THE WATER IN ANY DEVICE EXCEEDS 18 INCHES. 1011.0 ' op' ' /--0010 vc� 1- SAND i -'A(---" SPEl"AR^AT0ONS 18 x 12 POLYPROPYLENE SANDBAGS. 1 WOVEN POLYPROPYLENE - CONSTRUCTED TO RESIST SPLITS AND LEAKAGE, WITH ANTI SKID DESIGN. `~ ♦ k \ �'' - 10 x 12 WEAVE \ •� ,^ ` \ - 950 DENIER `o - 1200 HOURS UV RATING - MILK WHITE COLOR - 1000 PER BALE ■ E"'OSoON CONTROL NOTES El \ O �. - --_ Y 1• IN CASE OF EMERGENCY, CALL MARIO BAUTISTA AT: 562 694-7 ® ■ � \ ((OO ( ) 299 �` t ��\ DURING BUSINESS HOURS, AND ALL OTHER TIMES. 2. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON NOVEMBER 1 - APRIL 15 . NECESSARY MATERIALS 4 - (100 '� \ SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO �' �`��- FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 3. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY INSPECTOR. 0 009.0 �� f 4. EXCEPT AS OTHERWISE APPROVED BY THE CITY INSPECTOR, REMOVABLE PROTECTIVE 1 / DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY OR ON WEEKENDS WHEN THE 5 DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. CEI 00.5 5. ALL LOOSE SOIL AND DEBRIS WHICH MAY CREATE A POTENTIAL HAZARD TO 100 '`� `} ,��' OFF SITE PROPERTY SHALL BE REMOVED FROM THE SITE AS DIRECTION OF THE \ 9 - -' FIELD ENGINEER. 0 6. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE WITHIN � \ 100 ..� �-.-- __- .---�-'- �-�' THE SITE IS LEFT TO THE DISCRETION OF THE FIELD ENGINEER. ( 00 7. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMBER 1 AND APRIL 15 WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 1008.0 1010.0 --_ __ _ ` '`` } - - -f f' _ ___ __-- - '✓ 8. AFTER A RAINSTORM ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND BASINS PUMPED DRY. 1007.5 9. FILL SLOPES AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE _ AT THE CONCLUSION OF EACH WORKING DAY. _ t 00? 0} _ _ _ _ � 'f '��-- _ - 10. A GUARD WILL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY 100 7.0 cXD .(1006") -- - _ __ --- ___ _-' DEVICE EXCEEDS TWO 2 FEET. 0u7.0) _ 1 1. EROSION CONTROL DEVICES SHALL BE MODIFIED AS NEEDED AS THE PROJECT 1006.5 --- 0 -�� (10061o)--- C�6 �_ _ �_ -- _ __, _-- PROGRESSES, AND PLANS OF THESE CHANGES SUBMITTED FOR APPROVAL AS _- REQUIRED. 0 2 1006:0'-` _� `` o CD CIS ---- - ® - CD ` (� N 18°26'21 " W 180.00' vJ.JI 0 N • ti CSO �TG'UC�T�ON NOTES CD O I f1. l I1�- o0007 PLACE SAND BAGS AT ONE SAND BAG HEIGHT. Q, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2�-- PLACE SAND BAGS AT TWO SAND BAG HEIGHT, PER O.C.E.M.A. STD. 1328. / cn DIRECTION OF SLOPE. Ln Lu U cnCJS z LD98-072GR cr CONSTRUCTION RECORD DATE BY DATE ACC'D BENCH MARK SCALE SEAL' Q�QFES Designed Drawn Checked B Drawing No. Try -"`�' RECOMMENDED BY: DATE: 9 /4� CITY OF T9CD Horizontal DEPARTMENT OF PUBLIC WORKS 1"=10'-0" � No.C42990 � 9 -t g •-cre ACCEPTED BY: DATE: � ��� $ PRECISE GRADING PLAN * 3•31-00 * Data Di' DIRECYOR OF PUBLIC WORKS O Lu s� cfrva �� PA98-0017 N z e ca RONALD J. PARKS 7Bf C�u�� R.C.E. No. � '� 3 -31 _ _ CHEVRON SERVICE STATION Expires R.C.E. �, 19744 Expires 9 30 01 PARCEL I, P.M. 6757 W Sheet 7 of 7 = U