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HomeMy WebLinkAboutLot 2 & 3 Precise Grading 1 2 3 4 5 6 7 8 9 10 J co a .- � o GRADING NOTE F PARKING NOTES S NOTICE TO CONTRACTOR Ztm ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS, AND THOSE SHOWN ON THE H > .-C 1.) ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX RECORDS EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY Z -o ca 1.) MINIMUM PARKING LOT GRADE SHALL BE 179. CHAPTER 33, AS AMENDED BY ORDINANCE NO. 457. ACCEPTING THESE PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME FE 0E 2.) MINIMUM GRADE FOR RIBBON DRAINS SHALL BE 0.35%. LIABILITY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF aG w y 2.) ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED, NOT INDICATED ON THE PUBLIC �t0 a N m IMF 3.) AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE COMMENCEMENT OF ANY CONSTRUCTION/GRADING. RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE 4d o 3: ' U,) SURFACES PRIOR TO PLACEMENT OF PAVING. CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES 4.) ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS 3•) PERMANENT DRAINDURING ROUGH AGE STRUCTUNG RES,ESN TEMPORARY DRAINAGS AND PRIOR TO E CONTROL SHOULD SHOULD BE RESPONSIBILITY TO NOS OF SHOWN AND ANY TIFY UTILITIES THE IEOWNERS OF THE EUTILIIT ES OR STRUCTURES S FOUND AT THE SITE. TCONCERNED BEFORE SSHALL BE THE TARTING WORK. THAN FOURTEEN DAYS FOLLOWING PLACEMENT OF THE ASPHALT PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. Ca�NEEI3 SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE y� A 6� PER SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 4.) DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING PROJECT S ��` •�� N , 37, 39 AND 94 OF STATE STANDARD SPECIFICATIONS. UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY o V V_ MEASURES TO PROTECT THE UTILITIES SHOWN ANY OTHER LINES OR STRUCTURES NOT SHOWN ON w `Y' c� �+ NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN � 5.) THE SUBDIVIDER OR CONTRACTOR SHALL APPLY TO THE RIVERSIDE 5. CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. THESE PLANS. w t� COUNTY ROAD DEPARTMENT FOR AN ENCROACHMENT PERMIT FOR AN "� - c` o ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL d z x <v ENCROACHMENT PERMIT FOR ALL WORK WITHIN COUNTY RIGHT-OF-WAY 6.) MAXIMUM CUT AND FILL SLOPE= 2:1. CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC �aNIV w ) 6.) TWO SPECIAL INSPECTIONS ARE REQUIRED BY THE BUILDING AND SAFETY 7,) STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND `�a>�S�OB� �c`' DEPARTMENT. ONE INSPECTION AT THE TIME THE BASE IS PLACED AND THETENTH (1.5) SMALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND HEALTH REGULATIONS OF,THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT E THE SECOND WHEN THE A.C. OR CONCRETE HAS BEEN PLACED. SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. OF INDUSTRIAL RELATIONS CONTRUCTION SAFETY ORDERS , 4� 7.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS', AND SUBCONTRACTORS' -,1 PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING 8.) PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT (ft ok UTILITIES. THE COUNTY SHALL BE INFORMED 48 HOURS PRIOR TO ALL SLOPES OVER 5' HIGH. OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION �' \5�4 � SAFETY ORDERS". �� o �'�`� °0 BEGINNING OF CONSTRUCTION AT (714) 275-1800. E 9.) PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ���ti *� `�,,� � � •(� �aJ 8.) A COMPACTION REPORT BY A SOILS ENGINEER SHALL CERTIFY 95% ALONG THE TOP OF CUT SLOPES. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE '" �� + ��`� ��`� p�%,' COMPACTION OF BASE FOR A.C. AND 90% COMPACTION FOR CONCRETE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ��� AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL VICI NTTY MAPPRIOR TO CALL FOR SECOND INSPECTION AND PLACEMENT OF ASPHALT 10.) MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE � 1 % IF CUT OR FILL IS LESS THAN 10 , 296 IF CUT OR FILL IS GREATER THAN 10 DRAINAGE WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ,tip°t �`�d °` CONCRETE AND CONCRETE PAVING. `� � ` SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE NOT TO SCALE �' ° ti`:p 9.) IF NO PRELIMINARY SOILS REPORT IS PROVIDED SPECIFYING THE PAVINGPERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE 2 FROM THE TOP OF CUT OR FILL SLOPES. � SECTION, THE STRUCTURAL SECTION SHALL BE THREE INCHES ASPHALT OF THE OWNER OR THERE ENGINEER. CONCRETE AND FOUR INCHES CLASS II AGGREGATE BASES. 11.) NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL THE ESTIMATED QUANTITIES ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY BE PERMITTED." PERMIT, AND G & G ENGINEERING, INC. DOES NOT GUARANTEE THE ACCURACY OF THE („j N � w ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF Z" N 00 10 00 12.) ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE " w rn r: t FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES PLANS. ci ¢ rn v 8 AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT .... tLi U t � v �- ADJOINING PROPERTIES DURING GRADING OPERATIONS. � ¢ � 13.) FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AS NOT LESS W < z x " EARTH WORKQUANTITIES W ; Q THAN 1/2 PER FOOT MINIMUM OF 3 . Z0 o 14.) CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL SHEET INDEX CUT - 100 C'Y' Y q BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM W 3i J EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION. C-�1 NOTES FILL . - Q C.Y. o 15.) EROSION CONTROL:ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED C-2 DEMOLITION PLAN } WITH ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT 12" ON CENTER . SLOPES EXPORT - 100 C.Y. m ol EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN-GROUND C-3 PRECISE GRADING PLAN to IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS THAN 4 , MAY BE IRRIGATED f r r x 2Rd SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C, C-4 SECTIONS AND DETAILS III °.;���ffi��_:, �r�«�r �.`�a� CHAPTER 10 1Y F'7�5i � f Y YryM1 16.) ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE C-5 EROSION CONTROL PLAN a 3 PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTHECHNICAL DATED SEPTEMBER THE ABOVE QUANTITIES DO NOT INCLUDE ANY TRENCHING FOR UTILITIES OR FOOTINGS. 3, 2002. TWO SETS OF THE FINAL COMPACTION REPORTS SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH SHALL INCLUDE FOUNDATION THIS EARTHWORK IS PREPARED FOR PERMIT PURPOSES ONLY C DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN SOURCE OF TCONTRACTOR SHALL PROVIDE INDEPENDENT ESTIMATE CONFORMANCE WITH RECOMMENDATIONS OF THE SITE INVESTIGATION REPORT. FOR BIDDING AND CONTRACT PURPOSES. G & G ENGINEERING, INC. DATED APRIL 29, 2004 _ 17,) IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT a a X MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SOILS ENGINEER _ 0 N �' SUPPORT. PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND � X REGISTERED PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL. �"" © � LO o PETRA GEOTECHNICAL, INC. W y GRAYSON WALKER � � r` � � � 18.} ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS 41640 CORNING PLACE, SUITE 147 '� 0 W � m UNDERGROUND SERVICE ALERT NOTE ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND <WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR A Fl MURRIETA, CA 92562 ,,Z' y 0 � = m 0 ALL LLS OVER 1 DEEP. LEGAL DESCRIPTION*. - = Lo z APN 9s0 010 023 04 :10 - � z � SECTION 4216/42» OF THE GOVERNMENT CODE REQUIRES (909)600-9271 H 0 > � (0 1- z A DIGA ERT IDENTIFICATION NUMBER BE ISSUED BEFORE A 19.) FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 . v � � �... U -PERMIT TO EXCAVATE' WILL BE VAUD. FOR YOUR DIGALER' J.N. 208-00 BEING A PORTION OF LOTS 2 AND 3 OF TRACT 23172, AS RECORDED IN BOOK 251 OF MAPS, 13 0 W W 0_ U I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 20.) A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE DATED SEPT. 6, 2001 A T PAGES 94 THROUGH 99, ALSO BEING A PORTION OF LOT LINE ADJUSTMENT NO. 3942 �""' U C- 0 w 1-600--422-4133 TWO WORKING DAYS BEFORE YOU DIG. BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF RECORDED AS INSTRUMENT N0. 352794, RECORDS DF RIVERSIDE COUNTY, CA., DESCRIBED AS W < W a C) ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FOLLOWS: � H � W � a REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATE INS < SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. COMMENCING AT THE NORTHEAST CORNER OF PROPERTY ?A ' AS SHOWN ON LOT UNE lid �U` ~ DIAL TOLL FREE BENCHMARK ADJUSTMENT N0. 3942 RECORDED AS INSTRUMENT N0. 352794, RECORDS OF RIVERSIDE � N 21•) A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION COUNTY, CA. cog 1-800-227--2soo OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATION ARE REQUIRED, THE ELEVATION: 1052.514 DATE: 9-13--82 AT LEAST TWO DAYS ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION RIVERSIDE COUNTY DESIGNATION: T--2-81 STAMPED 2 1/2" BRASS DISK IN THENCE; NORTHEASTERLY ALONG THE NORTHERLY LINE OF TRACT 23172, SAID LINE BEING SOFM YOU DC WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE CONCRETE CYLINDER 3.4 MILES SOUTHEASTERN ON HWY. 79 FROM THE ALSO THE SOUTHERLY RIGHT ?OF-- WAY UNE OF STATE HIGHWAY 79 (142.00 FEET ABOVE THE ADJACENT GROUND SHALL BE GIVEN. INTERSECTION OF MAIN STREET AND FRONT STREET IN TEMECULA, AT WIDE), NORTH 73' 22' 11" EAST, A DISTANCE OF 148.92 FEET TO THE TRUE POINT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SOUTHWEST CORNER OF THE INTERSECTION ON HWY. 79 AND MARGARITA OF BEGINNING. UNDERGROUND UTILmES OR STRUCTURES REPORTED BY THE 22,) A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE ROAD, 109' SOUTH OF THE STREET CENTER LINE OF HWY. 79 AT THE OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION NORTHEAST FENCE CORNER. SET FIBERGLASS WITNESS POST 1' SOUTH OF ISSUED/REVISED DATE EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE THENCE: CONTINUING ALONG SAID NORTHERLY LINE OF TRACT 23172. -�- PERMIT SET --/--/O4 LocanoN AND EXTENT, THE OWNER, OF FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL MONUMENT. BY ACCEPTING THESE NORTH 73'22'11" EAST, A DISTANCE OF 26.17 FEET; PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT GRADING DESIGNATED AS " ENGINEERED GRADING". THERETO, AGREES TO ASSUME UABIUTY AND TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING )23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT THENCE: SOUTH 16 37 49 EAST, A DISTANCE OF 9.84 FEET; �. r FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT THENCE: NORTH 73' 22' 11" EAST, A DISTANCE OF 165.49 FEET; INDICATED ON THE PUBUC RECORDS EXAMINED, LOCATED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS FINAL INSPECTION FOR EACH LOT. DXAMNED. THE CONTRACTOR IS REQUIRED TO TAKE DUE THENCE: SOUTH 16037' 49" EAST, A DISTANCE OF 199.37 FEET; PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR 24.) CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE STRUCTURES SHOWN AND ANY OTHER UTILITIES OR YOU DIG AT 1-800-422-4133. THENCE: SOUTH 71@13' 19" WEST, A DISTANCE OF 191.79 FEET; cJ STRUCTURES FOUND AT THE SITE, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS ADDENDUM"A" 06/08/04 OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE 25. ALL IN-GROUND PLANTERS, WALKWAYS, AND OTHER HARDSCAPE SHALL HAVE THENCE: NORTH 16' 37' 49" WEST, A DISTANCE OF 216.48 FEET STARTING WORK. POSITIVE DRAINAGE AWAY FROM THE BUILDING AS REQUIRED. TO TILE TRUE POINT OF BEGINNING. - IN-STORE A (SEE GRADING NOTE 10 AND 13 FOR SPECIFICATIONS \ ) VERSION 3.0 SAID PARCEL CONTAINS 0.90 ACRES MORE 0R LESS. � THERE SHALL BE NO TRAPPING OF WATER BY THE HARDSCAPE/CONCRETE WALKWAYS. � 1 NOTES Z: JOB 368_WAMU Temecula 01_TITLE SHEET.dwg 7/15/2004 4:29:01 PM PDT 1 2 3 4 5 6 7 8 9 10 co m ABBEEMA71ON5 LEGE F Z0 r S amm cow dm� PROPERTY LINE(It) C AC ASPHALTIC CONCRETE > BFP BACKFLOW PREVENTOR x WROUGHT IRON FENCE < S TA HIGHWAY ROU 7 9 SOU TH ce CATCH BASIN STREET CENTERLINE( (58-56)TC 58.75 TC 59.01 z)M Co CLEANOUT w CD /(58.08)FL 58.29 Ft 58.61)FL =30W=3K DWY DRIVEWAY BLOCK WALL FDC FIRE DEPARTMENT TREE CONNECTION HANDICAP STALL 3 .4�...... d, jj1 6 N73*22 11 E ........... HS HOSE 818 BW 4& DELTA HC HANDICAP 26,17' ,m I I I .rr�-a. «s..■i. 1 .rte► aw► . .....� wrw►a�.. HDRL HAND RAIL 05 PULL Box v C6 IRR IRRIGATION VALVE .. ......... it p GRATE MAIN ...... gm cf) 16 ...... W 52A9 . L ARC LENGTH z a; SCALE 1 20 AZ co ul c\l PB PULLBOX J2 0 SEWER CLEAN OUT U- CU 59.5 ........... PI POST INDICATOR VALVE 0 0 Bw 59.01 FS PRC POINT OF EXISTING BUILDING C CURB C4 QD REVERSED CURVE ,N 04 Ismea C4 cV R RADIUS DISPOSMON N RAD RADIAL SGN SIGN AND POST IN - Q PROTECT IN PLACE. SEE PLAN FOR DESCRIPTION 00-1 (1,3.60)TC Ss SANITARY SEWER 63.14 F564.03 QREMOVE AND DISPOSE. SEE PLAN FOR DESCRIPTION T TANGENT LENGTH (63-62 FS wM WATER METER REMOVAL AREA LOT (61.97)TC 62.48)7C w (61.61)FS WV WATER VALVE 62.04)FS we TREE ;y 'NOS (60.85)TC FL (60.40) 62.46 cc)\Jlt��lo��kl 5e i 62.10 F5 ti 04 ve ID di DEMOLITION NOTES ot�Ds se't low-\\%\S • to 0 1�_ W o or\ N pl.. w HEADER 04 00 8 8 z ch cn P9 < to MAINTAINING TRAM cl >Ld < DO NOT CLOSE OR OBSTRUCT ROADWAYS WITHOUT PERMITS. 04 D Ld 5 Z :w 0 FL LLJ < ® ww.._. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC ON PRIVATE ROADWAYS. _j cr W 0 f cr_ r1l % uw ® -...._ MATERIALS z < 62.54)LC 1ju 61.97)FS uj w ....... J ITEMS NOT DESIGNATED FOR RETENTION BY THE OWNER BECOME THE PROPERTY OF THE CONTRACTOR. SALVAGED MATERIALS MAY NOT It cbj F� BE DISPOSED OF AT THE SITE BY SALE, GIFT OR OTHER MANNER TO THE GENERAL PUBLIC OR TO LICENSED CONTRACTORS OR MATERIEL •• Q _w......... MEN. NONE SHALL BE STORED OR PERMITTED TO RAMAIN ON THE SITE. 00 DEMOLITION CD L.._�. LJ c.5 COMPLETELY DEMOLISH STRUCTURES AND APPURTENANCES IN AN ORDERLY AND CAREFUL MANNER. REMOVE MATERIALS FORM SITE z TREE TION CL PERFORM DEMOLITION IN ACCORDANCE NTH APPLICABLE AUTHORITIES HAVING JURISDIC 7yp. THE OWNER. '_REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REOIRED, AT NO COST TO E 0 ER. KEEP WORK SPRINKLED TO PREVENT DUST. PROVIDE HOSES AND WATERMAIN OR HYDRANT CONNECTIONS FOR THIS PURPOSE. L61.1 02 BURNING OF MATERIALS ON SITE IS NOT PERMITTED. Fl co ..........., PUMP OUT BURIED TANKS LOCATED OUTSIDE BUILDING PROPER. REMOVE TANKS AND SERVICE PIPING FROM SITE. (61.55)TC 61.07 FS .................. REMOVE FROM SITE, CONTAMINATEDNERMIN INFESTED, OR DANGEROUS MATERIALS ENCOUNTERED AND DISPOSED OF BY SAFE MEANS SO 61.62 61. 61.68 AS NOT TO ENDANGER HEALTH OF WORKERS AND PUBLIC. 0 BW WV 61.19 FS 61-21 FS BACKFILL (AREAS EXCAVATED) (OPEN PITS AND HOLES) CAUSED AS A RESULT OF DEMOLITION. C ID 61. ROUGH-GRADE AREAS AFFECTED BY DEMOLITION AND LEAVE LEVEL GRADES AND CONTOURS OF SITE. TREE u REMOVE DEMOLISHED MATERIALS, TOOLS AND EQUIPMENT UPON COMPLETION OF WORK. LEAVE SITE IN CONDITION ACCEPTABLE TO OWNER BW J HEADER (oug SURFACE CONDITIONS SAWCUT FL x 0 C*4 er 61.42 01-ml 24- -F TC 61.61M oco o) (60.97)FS FIS (61.12)FS 61.24FSINFORMATION ON THE DRAWINGS SHOWING EXISTING CONDITIONS DOES NOT CONSITUTE A WARRANTY THAT OTHER ITEMS MAY NOT BE FOUND cri NLV 59.88 61.72OR ENCOUNTERED. REMOVE ALL SUCH ITEMS NOT SHOWN ON THE DRAWINGS OR SPECIFIED TO REMAIN. cr) 0) RIM (61.05)ii/. RIM o Lu < co CLEARING AND PREPARATION Lo m rn z c) (60.81 TC cy) 0420 Lo Z , (60.31 FS 59.71 BX 61.60)TC CLEAR THE AREA OF VEGETATION, GROUND COVER, PLANTS, AND OTHER ITEMS EXCEPT THOSE DESIGNATED TO REMAIN. PROVIDE A 61.3 I= co I- z ago am 61.1 0)FS. CLEAN SURFACE TO RECEIVE FILL WHERE AND IF FILL IS REQUIRED UNDER OTHER SECTIONS OF THESE SPECIFICATIONS. V_ 0 1- 191,79 61. 60.86 FS GRUB OUT ROOTS 1* IN DIAMETER OR LARGER TO A DEPTH OF AT LEAST 12" BELOW THE EXISTING GROUND SURFACE OF SUBGRADE LLJ --� %., 0 LU z o 0- N711 3 19 E 1 O)TC OF NEWLY GRADED SURFACE, WHICHEVER IS LOVER. TREAT ROOTS REMAINING IN THE SOIL WITH A WEED KILLER APPROVED BY THE 60,89)FS, (60.60)FS ENGINEER. UA w 0- 0 (61.50)M WHERE NO EXCAVATION OR FILLING IS REQUIRED IN A BUILDING AREA SCARIFY THE GROUND TO A DEPTH OF AT LEAST 8m MOISTENED 0) C/) uj (61.44)TC 61.Q0 FS TO NEAR OPTIMUM MOISTURE AND COMPACT TO A DENSITY OF AT LEAST 90 PERCENT. < (60.94)FS 49 In < LL 60.65 60.98(60.98)TC 3: lu ci ©. (60.15)FS 60.48 FS (60.74)M DISPOS& N UNMERO(GROUND SERVICE ,&M NOTE TIONS DISPOSE OF AWAY FROM THE SITE INA B REMOVE BRUSH, GRASS, ROOTS, DEBRIS, AND OTHER MATERIAL FROM CLEARING OPERA LEGAL MANNER. DOI NOT STORE OR PERMIT DEBRIS TO ACCUMULATE ON THE SITE. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIGALERT DUST CONTROL I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG. N0110E IQ Q.0,12ACTOR, USE MEANS NECESSARY TO CONTROL DUST ON AND NEAR THE WORK AND ON AND NEAR OFF--SITE AREAS, IF SUCH ISSUED REVISED DATE DUST IS CAUSED BY THE CONRACTOR'S OPERATIONS DURING PERFORMANCE OF THE WORK, OR IF RESULTING FROM THE CONDITIONS PERMIT SET -4-104 THE EXISTENCE AND LOCATION OF MY UNDERGROUND UTUW PIPES OR SINCTURES SHOWN ON TM PLAN AM IN WHICH THE CONTRACTOR LEAVES THE SITE. THROUGHLY MOISTEN SURFACE AS REQUIRED TO PREVENT DUST BEING A NUISANCE M OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING THE PUBLIC, NEIGHBORS AND TO PERSONNEL PERFORMING OTHER WORK ON THE SITE. UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY DIAL TML FRS MEASURES TO PROTECT THE UTILITIES SHOWN ANY OTHER LINES OR STRUCTURES NOT SHOWN ON REPAIR THESE PLANS. 1-800-422-4133 AT LEAST TWO DAYS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED To THESE PLANS SHALL REPAIR DAMAGE TO ADJACENT STRUCTURES CAUSED AS THE RESULT OF THIS WORK. DEF YOU DIG CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AM HEALTH REGULATIONS* OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA OF INDUSTRIAL RELATIONS' *CONSTRUCTION SAFETY ORDERS'. UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS!, AND SUBCONTRACTORS' OWNER OR OTHERS, AND THOSE SHOWN ON THE RECORDS COMPLIANCE WITH THE *OCCUPATIONAL SAFETY AND HEALTH REGULATOW OF THE U.S. DEPARTMENT ADDENDUM OA7 06/08/04 EXAMINED, ARE INDICATED WITH THEIR APPROXIMATE OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION LOCATION AND EXTENT, THE OWNER, BY ACCEPTING THESE SAFETY ORDERS*. PLANS OR PROCEEDING WITH IMPROVEMENTS PURSUANT THERETO, AGREES TO ASSUME LIABILITY AND TO HOLD CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIL" FOR JOB SITE IN-STORE A UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAM OF ALL PERSONS VERSION 3.0 FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE INDICATED ON THE PUBLIC RECORDS EXAMINED, LOCATED ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE C-2 EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE OF THE OWNER OR THERE ENGINEER. PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHER UTILITIES OR THE ESTIMATED QUANTITIES , SHEET 2. ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY STRUCTURES FOUND AT THE SITE, IT SHALL BE THE PERMIT, AND G & G ENGINEERING. INC. DOES NOT GUARANTEE THE A=RACY OF THE ESTIMATED CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID OF THE UTILITIES OR STRUCTURES CONCERNED BEFORE FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. 58.67 Typ 01 TC .01 FSj 4-0 63.632 AS STARTING WORK. DEMOLITION Z:\J08\368_WAMU Temeculo\02-DEM;.dwg 7/15/2004 4:29:54 PM PDT 1 2 3 4 5 6 7 8 9 14 TEMECULA CITY LINE RIVERSIDE COUNTY LINEJ oo � o ABBRE ,,, A110NS 0 cr) F :E 0 o zZ '5 AC ASPHALTIC CONCRETEPROPERTY UNE(It) F ¢ - BFPF BACKFLOW PREVENTOR x WROUGHT IRON FENCE b ca z � ? CB CATCH BASINSTREET CENTERUNE((•) w CO CLEANOUT DWY DRIVEWAY L 4 N OCK Wq BLL p �- Co ~ FDC FIRE DEPARTMENT CONNECTION HANDICAP STALL HB HOSE BIB HC HANDICAP Q DELTACa,\N'EE17 HDRL HAND RAIL ® PULL am =�V� N » IRR IRRIGATION VALVE ® CO - 0GRATE DRAIN CC 5CALE9. - L ARC LENGTH w C'3 cv LP LOW POINT O 0 SEWER CLEAN OUT C4 GRAPHIC SCALE Pe PULL Box 20 o ro m 4o PIV OST INDICATOR VALVE EXISTING BUILDING .- PRC POINT OF STATE HIGHWAY R TE 79 SOUTH REVERSED CURVE E R RADIUS ( � �� ) RAD RADIAL SGN SIGN AND POST / NEW BUILDING SS SANITARY SEWER �Q n T TANGENT LENGTH s\De (� WM WATER METER R R/ =2.0.� j wv WATER vALVE QUANT ° 58.56)TC W on 58.75 (59.01m EDGE OF PAVEMENT = 0 34X EDGE OF PAVEMENT11.D\ 58.08 FL cNEl pr• ..... ...._ w.._ _._.. ...__... _ 6 o w- cn y� .- -- .... ...,...... .... ..._.._..,.... .... ... ........., ................,.._ W... .,._...,. ...... .,......... ....._.. _. ...,......,.,......,..._,... ........M.. .,......... n �P p e`� 1�t���of s ot of ° �n P�a�°n• AU� [ Q�10 So 4!, Qr,O UR��ti� °r �". �,e 1° -� ;; w fBW TREEin 0 -.. - .,.-._,. _ � -- C� N� n z r• 59.41 TV a r. -...,, ''.w.....- ,b 'w „w'..'"'�....."" 00 62.38 TC f "s` ..�,,,w,,.... rr."•rr....�....r. ..w.r ..... 58.96 FS � t __"" 60.90 FL n ~ i 0 62.06 Tc 61.88FL . w. . -, 82.82 ..... - cn a� oa -5 _ ,�,`� 61.5fi FL R=3Q' �.�, 62.35 FS �. ..: . BW J .1nYhF+' � 61v'c� 1.OX � z • oR=25 9 ypryry' ' V 1 �k�" Q4C4 �i N Q 1 z J� 4.N R= ' N N N a CONSTRUCTION NOTES z o r o• r,. �- v �n 6 62. TC M M *--- _w { ;$ �n w o a, ~ 61.9 rc Qc � >� 0 ¢ o • © � �D aD oOf tD 7 Ci �,; M Cl f� Q� 62.60 TC '..� z d 60.18 TC �'w `b �- m c��M �61 90 62.1 o FS 4 . L7.. PROTECT IN PLACE. SEE PLAN FOR DESCRIPTION 4 1 W 59.57 FS of M ' V E2 f2 L r IC1, FS� 61.92 ''�"' 63.60 --•- - 2 CONSTRUCT 4" THICK PCC SIDEWALK C.7 59.83 INV m v * at; tf62.40 TC FS 63.14 F5 64.03 TC ap 6 .79 F5 'r' N m C4 W-- , m.- '*cm c 61.90 FS,HP } 63.62 FS 3 CONSTRUCT BIKE RACK PER ARCH PLANS r- -- to, cn to N 61.9 �. 62.48 r' w r 61.61 FS J 4 CONSTRUCT B PCC CURB PER DETAIL A ON SHEET C-4 m CD 62.04 FS L=29.3' ' ~~----�~~~ ~ ~ ~~ 5 CONSTRUCT SCREEN WALL PER ARCH PLANS Q 62.54 �' N S=0.011 62.56 FS 3 33 60.82 , W ,� I 1 1 • t 6 CONSTRUCT 6" PCC CURB & t So GUTTER Q yid N 3 --� PER DETAIL 'B' ON SHEET 'C-4' a (60-85)1-C I ,;' 15 I E "' '""' 7 CONSTRUCT ACCESSIBLE STALL STRIPING PER DETAIL C ON SHEET C-4 m r `3L05 N ; EXISTING IHOP . . r 61.58 a 60.40 FS I f 60.16 R=5. ¢ �62FS a , •� INv N a 'J RESTAURANT 8 CONSTRUCT 2 WIDE PARKWAY CULVERT PER APWA STD 151-1i" 5.5' ;"8.58' 11.00' S' 61.78 FS / RV E2 rr #. x m`` 9 CONSTRUCT 2' WIDE OPENING ON CURB & GUTTER 68.00 •ryy 62.56 62.52 TC 62.28 TC 4 } ` ; 61 33 TF 62.02 FS 61 78 FS ' 5 ,` ' y s 0 CONSTRUCT GROUTED RIPRAP 4' X 4' PAD WITH a COBBLES 5 . . .... ..__ s-�. . , r 6033 a 11 SEE PLUMBING PLANS FOR CONTINUATION. C - _ 4 ao INV �.5[1 17.50' 24.00' ;' = SEE THIS PLAN FOR UTIUTY DESCRIPTION .. INv I Q CONSTRUCT 6" PCC PAVING OVER 6" AB F. f.. :; 62*6 = co E! �,,, .,. WITH 4 REBAR 0 18 O.C. BOTH WAYS 61.44 ' CONSTRUCT WHEELSTOP PER DETAIL 'D' ON SHEET C-4 Q O N � ! 1 FL ! r r /� :�._..• PAD=62.0 o a - 4 CONSTRUCT 2 WIDE CHANNEL DRAIN PER DETAIL E' ON SHEET C--4 1** © C) t _• CONSTRUCT HANDICAP PARKING SIGNS ON EXTERIOR BUILDING WALL cr) x 62.54 60.49 1 1 3 '�'�`"' "' PER DETAIL F' ON SHEET C-4 Q w w w _ w (61.97)FS f __ + :' 4" CHECK PER WATER DISTRICT SPECIFICATIONS °° uO �,MJ . � . _.,.. .. _-_-.. _. 'E ' � CONSTRUCT DOUBLE DETEC'T'OR � y� � � � _ sfi.82 4x 1 ---�--- ----w• b° OVER EXISTING 4" FLANGES SET VERTICALLY. Q Q m 'n z FS .62.50 TC + a ��; � �� � a `s�, `"' � .7 0 � E.0 t- Z 62.16 TC 40o 1 CONSTRUCT TYPE I (10) ARROW PER CALTRANS STANDARDS W 61.66 FL.HP 61.90 FS, 59 58' 2 Q ° i , , W W ~ �' f 1 1 \ CONSTRUCT SIGN PER DETAIL G ON SHEET C-4. SEE PLAN FOR DESCRIPTION z Q LU a- w w , 566.00 TW 62.33 TC 62.56 60.94 82.50 TC 62.20 TC 9 CONSTRUCT 2" WATER METER FUER WATER DISTRICTS SPECIFICATIONS �" ~ U a �' 61.33 TF O 1 61.83 F5 FS cy , INV `vr°i 61.70 FS ,_ .r■ W d SHEET C 4 62.09 TC -_ ,74 .{ N 62.00 F55, SHEET C--4 '� AT END OF EXISTING WATER LINE �.. F"" = a 61.59 FL 61.82 1 1 SEYYER W ' 62.46 62.10 TCO 61.15 CONSTRUCT 2" PVC SCH-40 WATER PIPE Q �� 615 .60 FS FL 1 �l W I� F'"' Q 1 4 11 s Tc 62.10 Tc 2 CONSTRUCT 4 VCP SEWER UNE 4 X62 R�14 s 11 GAS TRANS62.42 TC M 61.92 4 61.60 F5 EX5T1 '"{ `t CONSTRUCT 4" AC OVER 6" AB CLASS II, PER SOILS REPORT. 62. N B 61.55 C C ' 61.92 FS "� =5' } 1 r R11 ' FIRE UNE CONSTRUCT 12 WIDE 4 THICK PCC STEP OUT (61.07)FS �0 1 Q'� 62.18 TC 1 1.68 FS 61.60 TC 62.24 TC - ,� I CONSTRUCT 4"� PVC SCH-40 F. ' ' t 61 s2 s1.10 FL 4 t 61.74 FS 61. 0 TC 61.58 Tc 61 ss a PER DRAINAGE PIPE PER DETAIL G ON SHEET C 4 ' o BW .5 61. FL 6 61.19 FS . . . _ 61.z1 FS CONSTRUCT 6 0 BOLLARD PER DETAIL H ON SHEET C-4 ,, _ ._.....` . 0 1 61.53 61.51 TC 61.89 18 R11 f •._� - _ F1'REE ; w..-�... ° •� gw 61.01 FL Q TC TV. CONSTRUCT 4 PVC SCH-40 S.D. PIPE ISSUED/REVISED DATE ... - . . .. .�...._._._.�. -- TC, 1 �. 1 a _._.- CONSTRUCT MONUMENT SIGN PER ARCH. PLANS _ PERMIT SET -/-404 61.98 Tc s ,, ,, _ CORE DRILL HOLE TO ACCOMODATE NEW PIPE AT 1/20 ABOVE FL. 61.42 TC 61.58,,'C , 61.48 FS 61.53 TC ��•I 61.61 .... �_. r► } 461.78 TC 60.99 CONSTRUCT 3 AC OVER 4 AB CLASS 11, PER SOILS REPORT. (60.97)FS 61.08 S 61.12 FS 4 61.28 FS FL 61.12 FS 61.24 FS ...., .,.�».� .. . ... ... ,w 61.45 TC •..,._ .,� ,.., _ .. .. . .. \6 .10 TG 59.88 8 60.95 FL 61.60 FS RIM __ ....,._r _.... . --_....- ..... _ .._, .... . _,.... 61.05 F5 60.81 LTC — FS V 59.71 8X 61.36 TC 61.60 TC (61 .,._.w _.__ ..W..._. _-.. . ._.. ..._........ ........ 61.39 -- ._,d _. .., ,.... �... 1 O)FS 60.86 FS 1 .. ....o . ..-.... ADDENDUM"A" 5104 t 60.60 FS = 60.89 \ ' (n ... .....,...t ,.... ._....... ...,. ......... IN-STORE p► 61.44 TC f 61.50 TC VERSION 3.0 60.94 FS 61:00 FS �.6 TC 60.98 TC 61.24 TC 60.15 F5 60.48 FS I` 60.74 FS ,r,,, 60.91 60.05 FL PRECISE GRADING Z.\JOB\368_WAMU Temecula\03-PRECISE.dwg 7/15/2004 4:27:11 PM PDT 1 Z 3 4 5 6 8 9 10 5.50 8,50 11,00' 12.66' 85.50 6.33' 18.00' 24.00' 25.40' 5.50' 3 c F SWK. P.A. DRIVE P.A. BUILDING SWI( PARKING DRIVEWAY EX. P.A. EX. °r' THRU STALL SWK m c DRIVEWAY Ex. AC AC HIGHWAY 79 � < a � cu 62.27 TC BUILDw TE � e ING H 6117 FL 61.77 FS 61.66 TC Z o 6158 TC 61BW FF=62.60' 62.44 TC 6158 61.16 FL61.08 FSBW 2X 61.94 FS _ 2X 1X -„_,,� 2X FS 1.SY. (58.75) (58.64) TC CURB CURB CURB BW <58.14) FL CURB a7 CURB a _..:_.___.__ GUTTER GUTTER S1, SECTION A—A _pw mm yam o w � � N Nor TO SCALE a T o p�y�Nb ca E 5.50 950 ice' Mw 59.58' 4.00' 18.00' -an24W 25640' FM EX. P.A. DRIVE BUILDING SWK PARKING DRIVEWAY FJCISTING !LEI 1.11 SWK. TMJ STALL PARKING 1 DRIVEWAY AC EX. AC EX. AC STALL -- F S ONG.I . �sai�o �T M OOd1NG 62.09 TC 62.33 TC BUILDING (62.04) TC (62.15) 61.59 FL Y61.83 FS 62.50 TC (61.15) OM. BW FF=62.60'' 6L58 FFL (61.54) FS J( % 62.00 FS 2 FS (1.5 ��� �- Ex. cuRB a �B �-.-.. _. BOLLARD DETAIL.CURB GUTTEREX. H NOT TO SCALESECTION B—B SWALEN a W 6 2# 6 N N NOT TO SCALE � QLis ^� DQ W �•^• • Wz Xo W j< � F3 0 REINFORCEMENT 520-0-2500 CLASS CONCRETE < ❑ #4 (TYPICAL) Y W 3 to ODE LONGITUDINAL GUTTER �= NOT TO SCALE m 1/2 =1 1/2" 3/g' 5�., W 1 R =l 1/2"' 2 114!p D .` 1/20 UNAUTHORIZED VEHICLES AVE,. NOT DISPLAYING 1" 10 ° II TOP OF PAVING CL 922 5 2 DISTINGUISHING PLACARDS ° OR LICENSE PLATES ISSUED 10" 8" 1 1 1/2" FOR DISABLED PERSONS I 2- REHABS 2 LAYERS BInIDIN'G • • is YMI11 BETOWEDAWAY / �{ C PAPER OVER GYPSUM CCESSIBLE 1-1 2 AT OWNER'S EXPENSE 1 1/2* qDr CLASS, y 520-C-M SHEATHING o a N TOWED VEHICLB » 2.5 GALV. METAL " N MAY BE RECLAIMED AT 2 1/2 Z _ 1/2v 12" ( m) 2 1/20 J MORTAR 8 PARKING3" OR BY TELEPHONING 1» ° Q co BUILDING PAPER LAP --�-- 1IT » (1'rNphmm Nwnb.r) M •�■ _ co 0 �_ OVER FLEXIBLE FLASHING Man- 3 3/4 ONLY 3» BORDER & LEGEND - WHITE �"--- { F" 0 � STONE VENEER COIC FLOOR SUB BACKGROUND - BLUE #5 REBAR W/ 2'-0" IME ED INTO PAVING W � TERMITE RNISM PER PUNS 1 1/2" 18» 2 0 L w OC IBIZ NOTE: CONFORM TO REQUIREMENT FLASHING FI%4 FROM VAPOR Z � � � C.3 � 2 co m FACE OF STONE '. 12 OF TITLE 24 4!-4f pt g'�' O ' 0 � z JOINT WEEPS AT 24" O.C. BREAK NOTE 0 ( - Z PREPARED SOIL v W J � U SIGN ON RIGHT PLACED — —— — — — � � F- �1FINI ,SHED FLOOR ---SLOPE — - - ONLY 0 DRIVEWAY ENTRANCE -•.. .,_— ......._._..._——-....._..._ ——r...._,... —.... Q W W CL w W LL o DAMPPROOF1Nc " " ' - 4 - HANDICAP I LA ' Q W It o Ix . , _ P PARKING SIGNS II IIa. PROVIDED ,d F II EPDXY TO AC PAVING = W II H W � a MI A � NOT TO SCALE � � Q -FAEIRIC EQUAL •d -: -_ - e • •. WHEEL STOP 4' BUILDING )& D NOT TO SCALE • « DRNNW MVEL • •••* • , » ISSUED/REVISED DATE ` • Q PERMIT SET -4-404 ` • • + • • 4" ox �. V``ESi t--1 2 BATTER y` �.. t-t 2 BATTER *' R R 2 COATS « .• " C.F. `~ - " C.F. C-> COLOR PER CITY » « I I REQUIREMENT'S t/Aft2 law• t"R 4 ra 1/2-R a 1-1/2" UP" PAVEMENT CONCRETE FOUNDATIONPER 3'--O" TVP. 04 STRUCTURAL DWGS • o a PAVEMENT SYMBOL PER CAL SID. • PLAN A24C « STEEL v 4 s « vj ADDENDUM"A" 06108/04 " 4" DIA. DRAINAGE PIPE SMALL BE INSTALLED 36"x36" MIN. •,�0.. _ o�jS LOCATED BESIDE FOOTING p SHALL BE TND THE IED INTO 4" BLUE PAINTED VAN ACCESSIBLE « : IN-STORE A – TIE INTO DRAINAGE SYSEOMI SymSTRIPES (TYP.� SEE PLAN. AGGREGATE BASE � �TE BASE �° VERSION 3.0 (DOUBLE STRIPING) 2. 2--,/2- C-4 TYPICAL PERIMETER FOOTING & DRAINAGE ACCESSIBLE PARKING STALL CONCRETE CURB & GUTTER CONCRETE O C CURB NOT TO SCALE NOT TO SCALE A SECTIONS NOT TO SCALE NOT TO SCALE DETAILS Z=\JOB\368_WAMU Temecula\04_SECTION & DETAILS,dwg 7/15/2004 4=30.55 PM PDT 1 2 3 4 5 6 7 8 9 10 i GRAPHIC SCALE LEGEND } 20o so ao so so F '` (A a^ co2 C5 ` r`1W •H r"' STATE HIGHWAY ROUTEa. : r 79 SOUTH ( IN Z IN p m F > L n INDICATES 4" BASE MATERIAL AND CORRUGATED STEEL Z ? PANELS AT FIRST 30'(MIN) OF ALL ENTRANCES (TYP.) �: m SEE DETAIL SHOWN BELOW, w N ___,.r~_...._..w_•__•._. . . .__._..-_.�..._.�__.__.-_.,_�-._ _-...._._,...,..__-..�T.�`_,- ..,..__,. _._.._.____.._�m.�.--..__.ww_. . _�..._.._,__.... ,. ..._-.___.�.-....__..._._._...____-,�._....-_-..__•�_._..-�__-.._w__......_.�_.�...__�...,_�...-_..__•__•..� ROW OF SANDBAGS � � � �' S DIRECTION OF FLOW t •rn' • ,• .._ ' t.1_ 311X! FA x w ,. .. ........ . N.T.S. CONCENTRATED FLOW G\NEER -•_•--..-...,.._..,.........-.-_._ .._..w. ..,.•...... ._..._...,._..v............... N _Y`...v.._._....+.-.......,.—�.... w..._... ' ..........�"`.c._.-. � .✓.: .«.-... -...,... .. ...........-f•`_......... ........ .. ... www ._..�..... ,1 ......,.._r....W_..__��.,.�._......,..._.__.__.-_.�._.�_ 10nor' .gyp i CNI PROPOSED SILT FENCE C -- -.,-.. •...-. .'•' �__�� _:�':.�La�•�" -...- ,.,-..,.......,-., '`YF �;`r .., .- ^� � ,.,..,.,�. " �,t•. .yam..`• '``��..�i SINGLE OF ~ .__..c�..._..,.__.__.._-� _.....__._..-....� _.._m_. ..-..w�..._ _._. t: "= 20' E ROW SCALE: I — O SANDBAGS SANDBAG ALIGNMENT (MIN. 18 HIGH) 7� � � �•,.� - ',- i k^.�,:� 2 �4 ; ! ! " ;• ^`,. 103 T NOTE: FOR SEPARATION "yam t S t •'z r , ; �.._.�...___r._._._..�_._._ :�.'�=„..'. CHECK DAM ROWS �C SEE BELOW �► j STREET GRADE SEPARAMN •'�F t j y` f�' !' f � i { s,� � �f., � f •:i a 1 + i', C�iri � � • ,- �....._. _- -_v} J44. , 3 oo O.C. fig► ��G r ALIGNMENT y .'? ' ✓rr t, ` ' J...- CHECK DAMSS SS `�-1 50' O.C. t _ i i ? l Y 4 i - � ..,.--_'- ]lox 2S' O.C. t . �...._.....__W...-.._.��� ....�. r' �_ �f .-�- ;• t ; �. ' � � ` t f-- N.T.S. A F t J t - } ,,,t,� .__r.�`•�rv�...J ~ 's.�...�..�r,,..,,....-._if ,.• ,,r�;✓u ��--••"-�»- } t i f 1 ? J � J"7"��% r' `!,',r``;',f .r s,/.• �%%�, f''.�'.r'"+ f •'� .�....�...-.,....�.,;! f , 1 r"7",� , ,. :.r•1 •� �,, , .•,ri,• `f r `, !} � j � �� ......w-•..._.,-...._...._-..�...'_.�._.._..�,„.,�... � � J„--.-�..-,-y,_..��� EXIS'T1NG 1HOP .. J { E � ) ! r',r fA 'frrrr'�' f "�j � t SF -i ��,•'yr',n'.�,...•'. � } ; �.^-x i � Y-f✓r , •�;'t i � r� t i�.._.........__....__...._..,.,."._.....i i ,,......_."_�`...........-�...;4,...._..; �"r_�'''� RESTAURANT 4'x4” WOOD LAJ3 ••�� • W) _•.,."_ ._._ ._ { { } { Jt10 _._....__:_._..� ..__ 0 16- TYPICAL WIDTH POST WID FILTER FABRIC OR P N n SIMILAR N ro n or z -• �' J ���.i.•`� f -{ ( F } If:'r' ...f :` j J t �,,....,...._.- -...__....-..__._ ` f ,-:. ;�'.�rrr..:�L i t�•r co RonLE FILTER FABRICCb { , j y .! ]: t t = { ij ± ,' �' / r t� ••-..,_ L: 4"x4" WOO a o1 :.r 1 ►! , y -,- z 4x4 D .. i J S t Sar W t r rFF62.60r_. --. _.__�.. { iJ r° - Q TYP• fir D IX' J ...� 0 f f J fPAb= 604"00, ' } `� t L _ r,r , .� W z x t ! , C1 v i t �// '^' ,/y�f {t r #F ^j t .. J .a.accsa. --.,-..� r •x �. 1 J t �`i_•�' �,04O < Yr lN F"" ..�..w,7' 7 t ,•� t }`' y ✓,r r,1 � ? 1 �-,_-„r.....,..�......._r...i y.� � t - � �rr 1 r It i � i t � � e .� ” rf F � �� t � M M � J ...--._._..w...._-....._ :} F! t ' `' � i �, �w.a.-._ .�- -�M_�.a :. 4x4 TRENCH; .� j .------.ff �ti. U ,h 4 �r b; s F S I LTATI D N FAB R I LO ; 1 }:`w� •, s�. C FENCE ; BACKFILL �c COMPACT SOIL OVER FILTER FABRIC °Q 3 � , �• `J' - = i�'./✓ ; :�A/If f J/ •1�'l�r,. Jr rf'%�; � �'-•...__.._�................,..--.._.... 'i � ', j - \ i [ �................._,..,�,i�J•.r`••.,�•✓�r✓ :r✓'.•,!�".'.,.e....at-.........,,._.1,....:....f.,..,......-.,i:-...c.. s' r./_'` �'t'....7,d.-h...... I •-i .. f:--.....• ,._...__..._-.__ ._,.._._ Crushed aggregate greater than 75 mm f1 922 � (3 in) but smaller than 150 mm (B in) :55 �r 1. Filter fabric i Original e grading• Iation g and 9rubb�g to areas that Writ roceiv�e Immediate A e�omb of C { ` and sediment controls ansa be entad in areas that haus been► cleared and qd 9r'�ed• Then 300 mm (12 in) Min, unless otherwise me�,es may Include, but shall not be limited to. seeding, mulcR blankets„ mats, ,. ... • '�'�� � { � f t�;.....-.��.,...;��: ; � � ��'*� �,�;:�_.-,..._..-•---_f...w..._,.-._._,�.�.....__---_�--.-�.._�.- i .�'� -• �.�,..,. Ing. desirting basins,.•_�µ• /!, I '` ' ' J �� ` berms, nand fiber roil titer es, tc basin specified by a soils engineer graded /gravel bags, a. doth sit fences, Brock darmsS, chevrons, ca h �..._J "._,_w.�..LL____• ._.._ .. __. . .- M. � .. .� __._ :,w...._....._-.....�_,.___.�,..._-.1M...�_.._..._-_. ._.� �?.;" ion, shall be exercised to preserve vegetation beyond the grading limits. _ � protect etc. Care V ! i - - • _.__ _,._..._.,...�-__._w:,., µ `r..-.-_ ._ r ..� __�m _...-... �..__„._..,_�...� �.,w �• _.�___ .�M 8. Duran the rainy saoaon and sediment implemented and maintained (i.e. SECno - . ._......, ...._-._ . - t controls �r'-_- 9 � all erosion shat be .� NTS _ spec in ted. restored. repaired, or modified) on a continual basis throughout the site to protect downgrade kp perimeters, adjacent properties, environmentally sensitive areas, watercourses, curbs, gutters, streets, O Cy cat� �et ad Crushed aggregate renter than 75 mm �. basins, d other private and public stormwater conveyance systems. t but II than 150 f i f,, an 9 3 n _,.. _........................_�..._._...�._....,.,_,r', •:-......:.y.....�.�:...M._,..,.___.-�.�._m .-._._._..-...-..._..._._.�w_�..__._,.-_._,,�.-......�. ... ..-_..�_.....w�..,.._.........-...-.....,....__...r.F-._._w...:.:::• ......_ �+ � removable erosion controls, such as blankets and mat ) u smaller ..�.._._ �._...W._.-� ,-'�� 7 All an mm (6 in) .. � r •. � ...___.�.__ -._..-...-....._... _{ -..__._......_. .-._...._...._.......... ,_.-.__.._.,,..._-.__-. _.....,. ,_._.__..._._...__._--_--_'.........,�"._....��... ...__._.._._._._.-,-.____.._..._....... _ s. s. shown the ( LL's ' � on this plan, and outlined in �■�* SWPPP (if applicable), shall be in place prior to a roan event and at the and of each working day Corrugated steel panels W v i `�, �_..�.- �. - -•_;.f r�� { �� _ *. r throughout the rainy season. Similar control devices shall be implemented during the dry season as applkxable, to mitigate dust from wind' erosion. �ind � � � _._...__.. _ ,, ._.. & Duran the Ron-rain season sediment car► Orig W _.. ,_..__....._ _-___._...__.__ ".�......�. .__ ._. , x _ _..�. _...��._.._.�_ _ _...___... . .�..-.,�_. w... .._ _-___..._� ._,..-...,...w.._.. _.-.,..w._......_ ._w._._..• . ._. -�_...._.w.. �.___- -._. ,._ --:;- ._....__.w ti S 9 Y trek such as curb and gutter chevrorW latch grgde �— m tt1 bade jj U � m protection, sediment tracking controls, etc., shall be Implemented. in addition, any non- stormwater { 1 _..w __._.. ...�-._...... .._..-.-.._.� urges associated with construction-related activities must be prevented from reaching streets, curbs, O Q M gutters, and all other stormwater conveyance systems. Routine street cleaning shall be performed by dry 300 mm (12 in) Min, unless otherwise �,., � � � p shall t to Best Management Practices specified by a avis engineer � U -� methods ally (i.e. street sweeping). if street washing k required appropriate agem Fitter fabric W � r j be installed o directly address the woshwater, or as directed by the city`s NPDES inspector. D 111 " ( gr plates, ) year round to prevent mud ”" A Z a 2 � �,,� (1,, O W 9. All construction entrances shall be stabilized i.e. ave! shaker at etc. t from being tracked out of the site by vehicular traffic. and sediment _ _ W Q W a O t, 1Q AN sit and debris shall be removed from check dams, sift fen desNting basins, streets. brow ditches, terrace drains, and other private and public stormwater conveyance systems prior to .......__.....r�,_,,__...�.�.,__........-._...._._._�.,.r_.......,...........__ }` ;} � � �. ....�-_..._,..._._..__......_.... NOTE: sediment barrier � �” (� � � � and after each rainstorm. Cotchbasins shall be protected to prevent sediment and debris from entering and channelize runoff to Sediment aPP�9 W •, i downstream stormwater conveyance systems. device Q ■■ -' Q c 11. The Discharcrnr shall conduct operations in such o manner that stormwata nmoff will be contained err sediment trapping device 3: O ' site through desitting basins, earth berms, eta:., or filtered through a win of BMP%, such as sand/gravel r I, s ■■. C11 B bags. fiber rills. filter doth. etc., to the atonmdrain system, 12. The Discharger shah be ger responsible and shall take necessary precautions to prevent public tr+espasa t onto areas where Impounded water. due to erosion and sediment control devices` creates a hazardous condition. Conformance with the requirements of this plan shall In no way relieve the Discharger from his sibilities to this site and protecting ad .._., `capon 9 jacent properties. mm T 13. Temporary or permanent desisting basins aro to be constructed, if applkabse, prior to grading operations and shill have a means for dewatering to prevent ov�erf fling between atarnn events o I Corrugated steer panels 3 +• 14. Stormwater runoff from graded areas shall not be carried over any slopes. Temporary erosion and o �. � �, A B sediment controls are required on all manufactured slopes until 70% vegetative cover has been established 0 ISSUED/REVISED DATE or as determined by the City of Termemlo inspector. Slopes must have erosion and sediment eantrols In 3 m min or PERMIT SET --/--/04 CONTINUED- RESPONSIBILITY ERO S f 0 N AND S ED i M EN P� Pia' to October 1. Slopes constructed siker October tat ansa have erosion and sediment cxarntrols as as required to CONTROL NOTES the construction of slope progresses• AN graded dopes 5 or more in height shall be either seeded. Q anticipated mulched, or have erosion control blankets, such as straw. coconut, straw/coconut composite, polypropylene a traffic, whichever 1.) iT SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER AND 1. Information an this pian is for erosion and sediment controls only. See the Grading Plan for mats, etc., Installed. Jute netting shill not be used as a stand--alone erosion control. In addition, sediment z is greater. THE PERMITTEE TO ENSURE THAT ACCELERATED EROSION DOES NOT additional requirements. A combination of erosion and sediment controls must be in place for contras shall be placed at the toe of the slope and In increments of 10 feet measured vertically on the Z OCCUR FROM ANY ACTIVITY DURING AND AFTER PROJECT CONSTRUCTION, all soA-disturbing activities b October 1 of each face of slope for grades of 3:1 and greater. 9 Y year and, at a minimum, maintained kn B ADDITIONAL MEASURES. BEYOND THOSE SPECIFIED IN ANY APPROVED 15. Good housekeeping practices shah be implemented at all times and shall Include maintaining debits and is throughout the rainy season iOctober 1 - Apra 30). construction-related materids off the street establishing material storage w SOIL EROSION AND SEDIMENT CONTROL PLAN. MAY BE REQUIRED 2. Discharger Contact Information : s. g age and waste handing areas vitt` BY THE BUILDING OFFICIAL AS DEEMED NECESSARY TO CONTROL appropriate secondary containment. implementing spill prevention and control devices, constructing concrete EROSION AFTER PROJECT COMPLETION. wash-nut pits, etc. 15 m Min (aResponsible Person) (Flim) 16. Emergency accesses shall be maintained at all times (including access to neighboring properties)• 2•) OTHER METHODS APPROVED BY CITY BASED ON THE 24-Haar Phone I�ber 17. No obstruction or disturbance. other than sediment BMPs. shall occur to any Nxisting public, or or four times the circumference DEGREE OF DISTURBANCE OR APPROVED LANDSCAPE PLANS 3. Tiro Diach is ) private, starmwoter con em Burin the rain s�easor►, MEETING MINIMUM EROSION/SILTATION CONTROL urger responsible for the Implementation and maintenance of a6 erosion and "eY°Aca 9 Y unift s adequate temporory/permanent of the largest construction vehicle tire, ADDENDUM"A" 06!08/04 REQUIREMENTS sediment control work, and shall Insure that work is In accordance with this approved pian. if drainage facilities have been approved and installed to carry surface water to the nearest practical storm Match whichever is greater drain or natural water course. Existing soil disturbance meets or exceeds one acre. a Mknate Discharge identiflcattan Number (WDID) 1& Fal areas shall have erosion and sediment controls pnplemented while being brought up to grade to PLAN IN-STORE 3. ADDITIONAL AREAS DISTURBED DUE TO ACCESS, Grade A ) issued by the State Water Resources Control Beard (SWRCB) shall be provided to the City. AM eliminate. reduce, and control erosion and the siltation of downstream faciities and ad �17T� jocent areas during VERSION 3.0 N IAL STORAGE, OR BY ANY CAUSE SHALL BE CLEANED erosion and sediment controls outlined in the site's Stormw'ater Pollution Prevention Plan construction phases. These measures may induce, but are not limited to. temporary downdrains, either in AND REESTABLISHED PRIOR TO FINAL APPROVAL. (SWPPP) shall also be Implemented. the form of pipes or paved ditches with protected outfall meas; earth berms at the t of slopesto AREAS SILTATION TO STREETS, STORM DRAINS, OR OTHER OFFSITE 4. The Discharger shill be available with equipment and workers far c work at all address surface runoff~ erosion control blankets; seedingor mulching; confined andin areas tdesit 9: P 9 SHALL BE PREVENTED DURING CONSTRUCTION. times during the rainy season. Necessary materials shill be stockpiled at convenient locations runoff; temporary check dans and fiber roils to filter runoff; sand/gravel bag protection around inlets; and 4.) THE CONTRACTOR SHAi,.L BE RESPONSIBLE FOR CLEAN UP on site to facilitate rapid construction and maintenance of temporary erosion and sediment appropriate grading to direct drainage away from the edge of the top of slopes shall be constructed and C�5 controls. Temporary erosion and sediment controls shall consist of, but not be limited to, maintained an those fill areas where earthworlk operations are not in progress. constructing facilities and taking measures necessary to prevent, reduce, control and 19. The Department of Public Works! approval of this plan does not relieve the Discharger from hts/her abate-damage: due to water, mud, and debris resulting from erosion and sediment responsibiities for the correction of errors and omissions discovered during construction. Upon request, the transport/deposition to public and private property from construction activities of this required plan revisions ansa be promptly submitted to the Department of Public Works for approval. EROSION pro*' 20. The Department of Public W wks reserves the right to make changes or modifications to this plan as deemed necessary . CONTROL Z:\J013\368_WAMU Temecu1a\05.,...ER0SI0N.DW'G 7/15/2004 4:31:52 PM PDT