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HomeMy WebLinkAboutBook 15 Page 726 Pujol St Senior Apt. Stockpile STOCKPILE PLAN TEMECULA SEN10 APA TMENTS GENERAL NOTES: 28500 PUJOLPROJECT �c SITE ADRESS: TEMECULA SENIORS APARTMENYS GRADING NOTES,4,- 28500 PUJOL ST. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, ANDTEMECULA, RELOCATION COSTS OF ALL EXISTING UTILITIES. PERMITTEE MUST INFORM THE CITY OF CONSTRUCTION 1. ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, ASCALIFORNIA EROSION CONTROL NOTES, SCHEDULE AT LEAST 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION. AMENDED BY ORDINANCE 99-23. 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCTOBER 15 TO APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. LEGAL DESCRIPTION PHONE: (909)694-6411 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 19a DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 2. IN CASE OF EMERGENCY, CALL PARCEL 1 2. THE DEVELOPER WILL INSTALL STREET NAME SIGNS CONFORMING TO THE CITY OF TEMECULA'S STANDARD NOS. 403-405. 3. MAXIMUM CUT AND FILL SLOPE - 2:1. OF ___kAVID_F_E_RGUSO_N - 28500 PUJOL STREET LP_,_______ THE NORTHWESTERLY 170 FEET OF THE NORTHWESTERLY HALF OF THAT TRACT OF LAND, IN THE CITY OF (RESPONSIBLE PERSON) _ (FIRM) TEMECULA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA, FORMERLY USED AS A RAILROAD RIGHT OF WAY AND 3. ALL WORK SHALL CONFORM WITH THE REQUIREMENTS OF THE CITY OF TEMECULA PUBLIC WORKS 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH STATION GROUNDS OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD COMPANY, CONVEYED TO N.R. VAIL, DEPARTMENT IMPROVEMENT STANDARDS AND SPECIFICATIONS, DATED NOVEMBER 1991, AND SUBSEQUENT . OF _ $18 - 905-2430 _ __ _ _ _ ET AL BY DEED RECORDED JUNE 1 _____ OF OFFICIAL RECORDS OF RIVERSIDE AMENDMENTS. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL (24-HOUR PHONE NUMBER) _ -� - - - COUNTY, CALIFORNIA, SAID PROPERTY BEING DESCRIBED AS FOLLOWS: CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER, TO INSTALL STREET FOR ALL FILLS OVER 1' DEEP. 3. THE DESIGN ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT WORK IS IN BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1, IN BLOCK 27, AS SHOWN BY MAP OF TEMECULA ON CENTERLINE MONUMENTS AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 461 (TRACTS AND PARCEL MAPS ACCORDANCE WITH THE APPROVED PLAN ( IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). FILE IN BOOK 15 PAGE 726 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; ONLY). 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE THENCE SOUTHWESTERLY, IN A STRAIGHT LINE, TO THE MOST EASTERLY CORNER OF LOT 1 IN BLOCK 36 AS 5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO THE CITY OF PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT SHOWN ON SAID MAP; THENCE NORTHWESTERLY , IN A STRAIGHT LINE, TO THE MOST NORTHERLY CORNER OF TEMECULA DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PERMIT FOR ALL WORK ON EXISTING CITY AND LOCATION OF CUT FILL SLOPES. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. LOT 10, IN BLOCK 37, AS SHOWN ON SAID MAP; THENCE NORTHEASTERLY, IN A STRAIGHT LINE TO THE MOST MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. WESTERLY CORNER OF LOT 22 IN BLOCK 25, AS SHOWN ON SAID MAP; THENCE SOUTHEASTERLY IN A 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF PUBLIC STRAIGHT LINE, TO THE POINT OF BEGINNING; WORKS. EXCEPT THE NORTHWESTERLY 70 FEET, INCLUDING, BUT NOT LIMITED T0, THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS, DRAINAGE. 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY ALSO EXCEPT THE NORTHEASTERLY 125 FEET AS MEASURED FROM THE SOUTHWESTERLY LINE OF RIVER 7. CURB DEPRESSIONS AND DRIVEWAY APPROACHES WILL BE INSTALLED AND CONSTRUCTED ACCORDING TO 9. ALL GRADING BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. STREET. STANDARD NO. 207 AND/OR NO. 207A, AS DIRECTED IN THE FIELD. INVESTIGATION BY KRAZAN & ASSOCIATES . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS, SILT FENCES, AND 8. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR CONTRACTOR TO APPLY TO CALIFORNIA AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE DESILTING BASINS, ETC. PARCEL 2: DEPARTMENT OF TRANSPORTATION (CALTRANS) FOR AN ENCROACHMENT PERMIT FOR ALL WORK PERFORMED PRELIMINARY SOILS REPORT. WITHIN THE STATE OF RIGHT-OF-WAY. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE CITY OF TEMEC ULA, COUNTY OF RIVERSIDE, STATE . THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE CONCLUSION OF EACH WORKING DAY. OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS (*) BE TAKEN AFTER ROUGH GRADING TO REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO DETERMINE THE EXACT STREET SECTION REQUIREMENTS. USE STANDARD NO. 401 IF EXPANSIVE SOILS ARE BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC THE SOUTHEASTERLY 85 FEET OF THE NORTHWESTERLY 255 FEET OF THE FOLLOWING DESCRIBED PROPERTY: ENCOUNTERED. (* INSERT "SHALL" FOR TRACTS AND PARCEL MAPS OR "MAY" FOR PERMIT CASES.) TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. ENGINEERING DEPARTMENT PHONE: (909)694-6411 THE NORTHWESTERLY HALF OF THAT TRACT OF LAND FORMERLY USED AS RAILROAD RIGHT OF WAY AND 10. ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN FOURTEEN (14) DAYS FOLLOWING 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE STATION GROUND OF THE ATCHISON TOPEKA AND SANTA FE RAILROAD COMPANY CONVEYED TO N.R. VAIL ET PLACEMENT OF THE ASPHALTIC SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLON PER SQUARE 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR PER ROUGH GRADING PLAN. AL BY DEED RECORDED JUNE 11,1940 IN BOOK 464 PAGE 505 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, YARD. ASPHALTIC EMULSION SHALL CONFORM TO SECTIONS 37, 39 AND 94 OF THE STATE STANDARD GREATER THAT 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE CALIFORNIA, SAID NORTHWESTERLY HALF BEING MOORE PARTICULARLY DESCRIBED AS FOLLOWS: SPECIFICATIONS. SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS (RESIDENTIAL) OR SECTION 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO THE APPROVAL OF FINAL INSPECTION. PLAN AS DEEMED NECESSARY. BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1, BLOCK 27, AS SHOWN BY MAP OF THE TOWN OF 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. TEMECULA ON FILE IN BOOK 15 PAGE 726 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; THENCE 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO SOUTHWESTERLY, IN A STRAIGHT LINE, TO THE MOST EASTERLY CORNER OF LOT 1, BLOCK 36, AS SHOWN ON 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. 460.53. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. CHANGE. SAID MAP; THENCE NORTHWESTERLY, IN A STRAIGHT LINE, TO THE MOST NORTHERLY CORNER OF LOT 10, BLOCK 37, AS SHOWN BY SAID MAP; THENCE NORTHEASTERLY, ON A STRAIGHT LINE, TO THE MOST WESTERLY 13. STREET LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED STREET LIGHTING PLAN. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN MUST BE CLEARED 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TO PERMANENT CORNER OF LOT 22 BLOCK 25 AS SHOWN ON SAID MAP; THENCE SOUTHEASTERLY, IN A STRAIGHT LINE TO KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY PLANTING. THE POINT OF BEGINNING; 14. AS DETERMINED BY THE CITY ENGINEER, THE DEVELOPER IS RESPONSIBLE AS A MINIMUM FOR ROAD THE REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. IMPROVEMENTS TO CENTERLINE AND MAY RE REQUIRED TO RECONSTRUCT EXISTING PAVEMENTS, INCLUDING 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES EXCEPT THEREFROM THOSE PORTIONS IN RIVER AND PUJOL STREET, AS SHOWN ON SAID MAP. BASE, AND MATCHING OVERLAY REQUIRED TO MEET THE STRUCTURAL STANDARDS FOR THE CURRENT ASSIGNED 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). TRAFFIC INDEX. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS PARCEL 3 15. ONLY LANDSCAPING CONSISTING OF GRASS AND PARKWAY TREES MAY BE INSTALLED WITHIN PARKWAYS ON SHALL OCCUR DURING THE RAINY SEASON, UNLESS ADEQUATE TEMPORARY/PERMANENT DRAINAGE FACILITIES LOCAL RESIDENTIAL STREETS WITHOUT SEPARATE LANDSCAPE PLANS. ALL OTHER TYPES OF LANDSCAPING IN 15 DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. HAVE BEEN APPROVED AND INSTALLED TO CARRY SURFACE WATER TO THE NEAREST PRACTICAL STREET, THE LAND REFERRED TO THIS POLICY IS SITUATED IN THE CITY OF TEMECULA, COUNTY OF RIVERSIDE, STATE THESE AREAS, AND ALL LANDSCAPING ON ALL OTHER STREETS SHALL REQUIRE SEPARATE LANDSCAPE PLANS. STORM DRAIN OR NATURAL WATER COURSE. OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS: ALL LANDSCAPING ENCROACHMENTS SHALL CONFORM TO RIVERSIDE COUNTY "STANDARDS RELATING TO THE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ADMINISTRATION OF LANDSCAPE ENCROACHMENTS" DATED JANUARY 1989. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE THE SOUTHEASTERLY 85 FEET OF THE NORTHWESTERLY 340 FEET OF THE FOLLOWING DESCRIBED PARCEL: TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF 16. PURSUANT TO THE CITY OF TEMECULA ORDINANCE NO, 90-12, THE DEVELOPER SHALL INSTALL ALL AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF AREA. THE NORTHWESTERLY HALF OF THAT TRACT OF LAND FORMERLY USED AS RAILROAD RIGHT OF WAY AND REQUIRED CABLE TV FACILITIES. 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUBMITTED STATION GROUND OF THE ATCHISON, TOPEKA AND SANTA FE RAILROAD COMPANY, CONVEYED TO N.R. VAIL ET BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHALL IN NO WAY RELIEVE THE DEVELOPER FROM AL BY DEED RECORDED JUNE 11,1940 IN BOOK 464 PAGE 505 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS HEIGHT. HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL CALIFORNIA, SAID NORTHWESTERLY HALF BEING MPORE PARTICULARLY DESCRIBED AS FOLLOWS: ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSIST OF, BUT NOT LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS ARE CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE NECESSARY TO PREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND PRIVATE BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1, BLOCK 27, AS SHOWN BY MAP OF THE TOWN OF CITY ENGINEER FOR REVIEW AND APPROVAL. SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. TEMECULA ON FILE IN BOOK 15 PAGE 726 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; THENCE IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE SOUTHWESTERLY, IN A STRAIGHT LINE, TO THE MOST EASTERLY CORNER OF LOT 1, BLOCK 36, AS SHOWN ON THE ADJACENT GROUND SHALL BE GIVEN. 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO SAID MAP; THENCE NORTHWESTERLY, IN A STRAIGHT LINE, TO THE MOST NORTHERLY CORNER OF LOT 10, OCTOBER 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE BLOCK 37 AS SHOWN ON SAID MAP; THENCE NORTHEASTERLY IN A STRAIGHT LINE TO THE MOST WESTERLY 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. CORNER OF LOT 22, BLOCK 25 ON SAID MAP; THENCE SOUTHEASTERLY IN A STRAIGHT LINE, TO THE POINT OF OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLE1ON PRIOR TO FINAL BEGINNING; COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS SHALL BE GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF EXCEPTING THEREFROM THOSE PORTIONS IN RIVER AND PUJOL STREETS, AS SHOWN ON SAID MAP. PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS 15 ON CENTER. SLOPES OVER 4 IN DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER TO: TEMPORARY DOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL U.P.C., CHAPTER 10.R. AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF; LAND AREA. CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT CONTAINING AN AREA OF 4$,036 SQ.FT. OR 1.103 ACRES, MORE OR LESS. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO GRADE; FOR A MINIMUM OF 3 FEET. AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK OPERATIONS ARE FLOOD ZONE: �� GP 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NOT IN PROGRESS. SUBJECT PREMISES LIES IN FLOOD ZONE "C" (OUTSIDE 100 YEAR FLOOD PLANE.) PER FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 060137-0027C 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO MAP DATE: DECEMBER 2, 1980. y CONSTRUCTION/GRADING. EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. EZ R�• 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 21. CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION X vRW ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMMISSIONS DISCOVERED DURING CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND GRUBBED PRIOR CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE RAINY SEASON. CITY ENGINEER FOR REVIEW AND APPROVAL. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED DITCHES; BRUSH BARRIERS AND SILT 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. START OF GRADING 5--- 15--0 3 CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA 22. THE DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM OR NATIONAL ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS REPONSIBLE FOR RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMMISSION DISCOVERED DURING CONSTRUCTION. UPON END 0 F GRADING 6- 15-0 3 OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE DEPARTMENT OF PUBLIC GRADING. WORKS FOR R 0 APPROVAL. FT EARTHWORK VOLUME: 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEED� ED UNLESS SUFFICIENT NATURAL OWNER: TEMECULA SENIOR APARTMENTS c3} VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. CUT : 0 FILL : 13,200 C.Y. 24. JUTE NETTING, OR EQUIVALENT, SHALL BE INSTALLED ON SLOPES OVER TEN (10) FEET HIGH. CIVIL ENGINEER: SEABOARD ENGINEERING COMPANY w OVEREXCATION : 6000 C.Y. 1100 SO. BEVERLY DR., LOS ANGELES, CA 90035 ��`' TOTAL IMPORT : 13,200 C.Y. GEORGE BERNHARTH, RCE 13737 NOTICE TO CONTRACTOR (310)277-7337 TOTAL EXPORTT 0 C.Y. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, GEOTEHNICAL ENGINEER: KRAZAN & ASSOCIATES CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE EARTH QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROJE-C- T SITE ONLY, AND ENGINEER DOES NOT WARRANT OR MAKE REPRESENT- PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN ATION WHATSOEVER TO THEIR ACCURACY. IT IS THE CONTRACTOR'S PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF SOLE RESPONSIBILITY TO ESTIMATE THE QUANTITIES OF GRADING WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. WORK TO BE DONE AND INCLUDE ALL COSTS IN HIS BID. NO UNAUTHORIZED CHANGES AND USES: VICINITY MAP ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT N.T.S. FROM THE OWNER. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION RECORD DATE BY R E V I S I O N S ACC'D DATE BENCH MARK ES5/ PREPARED BY: SCALE `�� RN SEABOARD ENGINEERING CO. LD 03-120GR. B.M. NO. , ti 1100 S. BEVERLY DRIVE STE 1 Recommended B : Date �� CITY OF TEMECULA 20 Y DEPARTMENT O]F PUBLIC WORKS RIVERSDE COUNTY DESIGNATION WO-7-68 T LOS ANGELE5 CALIFORNIA 90035 Contractor STANDARD BRASS DISK STAMPED J-s3 Horizontal C.a No. 13737 = TEL.. (310) 277-7337 FAX (310) 277-7339 ON MAIN STREET, 100 FEET SOUTH OF AND ACROSS THE STREET WW W.S E BOA D®SEA B O A R D E N G CO.C OM Accepted ted. B Inspector FROM THE POST OFFICE, AT A HOTEL BUILDING(FORMERLY FIRST Exp.3-31-2005 p By : Date TITLE PAGE NATIONAL BANK BULDiNG), SET VERTICALY IN THE NORTHEAST CONCRETE WALL, 1.5 FEET NORTHWEST OF THE EAST CORNER OF A DEPUTY DIRECTOR OF PUBLIC WORKS DOOR COLUMN AT THE EAST CORNER OF THE BUILDING, 2.3 FEET S �� BY Date Completed ABOVE THE FIRST CONCRETE STEP, AND ABOUT 2.5 FEET HIGHER VerticalT-9 CI V I�- O�� GEO GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS TEMECULA SENIOR APARTMENTS THAN THE DATE ADJ.STREET. 0 ELEVA71ON : 1005.651 FEETE CA�-�F Desi ed B : M.D. Drawn B : R.C.E. N • 19744 9/30/05 � Y y M.D. Checked B G.K.B. o. • Expires. Sheet of 2 --- iii, A ,�­­I � . ­. ". �� %.0 � A "I , ... ..,-. J�� . , - : , , I _ - 3t , I -�_ %,._A,e , ...... ." _._­ , _ , .,...__...,.'_. _.- '. � .,-;,;% 7t, , .".. A .MIN ...................... . _- ,;',,� " � , 1� 6- �4 . • , ..� �, ­­T?1 Q .1 .00 1.,� . _.. -1 , -, ­­__. I -1" V, I ,�, I I 1-1 __ - 1­ 1) --- ---- " 1� I , Objoctfwx 'N'. 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I AM � h I amdwAmw � send bog k oil=say be ased dtx*coomanw%ou­6 ities in ovum beft so vaty constractios in chsmoeW tonspornry i , W r foq-, I.'PEP � ''."I � � I I-, 43, "I." j�' _,", _',__"" ,(p iii,.. �.... ... ... & I 0 11�� it.: I . ��i�,,� 0, � � dannol aosmg 1W construction equ4ment W_ Sand bet bwas,may also be it poralld W roadway caalvac­ , " . .. � N,�� P o ., 1010 iSEW I .1. I x " � , V,I Skbilm 06*Wnd Aaw . il==.. es� �/)Ikssss � .. I _ N2!4 , li" 8 ,� �"" � , ",� �, �_ ,.�, I �1, i,.� , , , ,� � IL � I � �,", / � ,.. �U __ ._.., .. \ \ 4"; " � am Soad bat bey nay also be air w crease mporary sediment tram remko and in plow of xnw balm ! I / ,, I I 1 1, __., �6 , , -, _­ �1 40 h , / � - I ,# ,�,'',( .1 -� . , ", . I.,. - or .... .. ........ii '>'" � �,,f3, I �(` I— ­ I . i , I �,,-, / .�, "."I. 0, ., , I /I .", "I ,� ) , ­­ 11�, I I I " ,� j) ,, . ,A0 " w .. % # % . I , 0 1 1 4.- ". �k� 1. "(, (�,/":z.(.,�(") , __ , of in e \ I 01, 11. _11­ . - -, � I 'i � i (1110" 's .4 � 6 / F1101 / /., I,,,,�,I.,­" 1­ ...­ ­.1 ­ -­ -)"­­­­­ _ "'.., ,�\1.\1\ , , � �'�� ", I I'- 11 ,-11 f I "I" • " ­ ".,­ ­­ _- ­­ ­­ ­ ­ I— ....'.. __ - I I-.." � I I ,, P i sue P , � Cbw*dwo wross - domedai ! �4 . �` " - "J8 ", I I I 1� , , 'J�' ­�4'� � _. / 11 9 .11 \ i I i &�.'/ ,�',�` I '�, x ill" .. I � 41' ` � I � 1,r , \ '. , � \ , �gi­ ,/ ,�� �." L � \ ,1, ,­'1-11, / I , Barriers tr atift wenches at o6w is a dxwmL �j , , J._� x , � , I I I , I ­ I 'i�/ ", �. 0 1 1-1 " " 1" \ ��,,,, �. I,,, ", � / - � ��il, I J-�� -� ... .i ") I I I i � �,._i , <Ci��� X* I�� ,� 4 / 4 ,, I I � ,. I � At ampunry dienual crossints.i. t. I -1 .1 ", ,(�l �,.,j V ��, , : I � , f', -� , .�j I 13�" � , I / I (),_._10 I '�, I , I . � Wy be ined on a slope whom saw bobs ad Alt[berm we not q*roprim . ,\ / , 1� �...� ), - , ) L_____________j I�, ." �_, "I . � � . ,ji"- , , , .1 '*�, W I.1, 1, I , "', ,��? _ , vo VIV ,�, Q 11 ) I � F, ,/ / � A `0'" ,)p , I I , I �,T­ "'I ",, 1, ."I . LI VALfZe 1),. . �\" ,,, '' ", . - \ if. , If ,0 \ ,.,'. -1� ,,,, .V/ I'll, 11 F I I GENERAILDE"NITION 10 .... � ,, fl� -- tl( �p r.J . ,� �.� ,�', dN" ,� I ,1, � I / � f ), �� I , 1, Targeted Poillutwft w As a divemion Me, . ,�, ��,,,, . � ,,, " �� �- I0 . . , . ,0 I ��-, L .I, . . : I I \ " \1 I I . ft -iiii -.1111- k, � " ­, 1-1, / f'r+ otl�l \ �jl . '. " I , ( ,� / I ; IV." - I Solft sand bop olang a k%,d comm ,,,P­i a henries which 7 ".... I.6,J, , 1� / 6e,�� / IP"", // 1,�P_'_.1.,,, " �.4 �1� . - ,�_, .",,,, I ,O� ,;, I i I �A,/� '.,,- 1.�O" " \ Embmk�i1or a umporary sodhom bub or rawdoe bun� , -I , .11 ,,,,� , / , /, ,. , ,� , I I\ . / ,�­11� -­ �,�p , # , ) � , _11 11 & "', � -I ,", �.... ..t"... 'I.- 11 I .'') , . jj'� 11 . - 1. � i - - I � � APWA�,. 11�11 1, 11 1�.......�' , , ,�,, I � . WNW* 9 &ant" t I ROAD 0 O-WY — 11 I ,� , �'N I - x "I"_ -1, _I f,.�p ,,C�� t 4 pooding w0ff upsWem of The baida end pusod"adiuseDtatkm i - - �.-­­­­­....... ­=6. " _', ... -, ,r` 1-1 / / ,�,O ." ',` 41�pwma L . —,-�,—' , f � I / '! , " I Sodbeent1­1 noordleMotsiopes. . -------­11.1 .I I..I­ ­ 1, "?; ,,.-.�.". Y/ , .,, / ." � � I 11 ...... % '--,. ­ 1­ - _ ­ N, (� i " N, V ]�, � 11 I I / / "I \ 1 4�)�O - - _ ) 11� 1, I I ) ��X - ..00110 �,. \ ___ ­ _­ "' �Ir -_ I I I . i I lk , .,,)� ",_1_� _e.;,�" 101 " "I / ­- I -_ _". __ ,-.., i ,&,. / I i �.,, ­, N 1.� ) VJrrAK.2 APPLICATIONS 0 mwiwm � j4A CWWWd=pW*0ftW- A1% I I "I �," W ,__­­ I " -" __ __ , ­­­, I .." � / �,j- 46 Along**r , at the skL - wz" I ! i X 4), .,.,---' I � b _1� -to I'. _ -,. %%% , � I . I �", � Q - --, :,- O�L .. 1-1 z �,(p " 0 \ W4,,k k / , ,• ,11 "­ ........___ ­.." i •I I I 0 rm*ii ow i 1. , - ,I - I -,__� ,i�z I ,,,,_ 11 I I Cbo*4ms*=U 300M=11 CbMMM*L 0 ON a afflowe i Ad�lli � ---" 551 , J1 , ­7 ­ 1) ��, , � � � - ,q V , ­ . . " .- 11 1.00' 1-11'. " ,;. ' , bt zi I'll X � x,,­ ­-`_ 0"_.-""".-_` 11 O."" "," �P,, "","', ,'� N%%. \ 1,�J, ak, I—.. I 9 I � ,�I I I 0 0 6 ."I'll ,�,.-�' .-W 000 00, """', , �'. X \ 1� \ ,_ I , I •. . I I . 0 provid"a -A- 1 I bEd"in pma"lly wat Mow ; - ," "�'�, ) .i`i"`* , , \ � \t,-�&�, , kA: I , /, ,,� 1�'�,� / 11, I # Also 1 end channels. I - ,,,� I �: •,i" I ,� /� v� 11 0000 \ I %A.-I , � \ '. " I'', 0 pkw*"mww** $1 Ift= . � - , 11 . 6), (. ..11 ,� - ..01 .00 " 11 (-, - I 1, ,. 0 114000 t than silt few"or strawy bales, � � r)\(r `� --"/ �, ..­w �, . / 0 ; 11 0,' ,, 40 �., ok, 00, ._�_ ,� 0000 �0 � %%% \ �_��1W I I 1 / \ 11� ," I ,01 " \ %K It., ""' I _r_..�.01 / I . ,, I I '. lwler�for utility vouches a a dwaseL 0 odw Comwnwfim i K �6# W I,/ 1, I , ,�,.� " .,-.1.""i"' I . ,10, \ �,, ," , _'... , I�!�� 1, 1, -oat ON to ant d=*%ondS dwft boa. j �, , ��.. , + "" " "', I I 001, t,) oyt- ii / "', ./ a � " .10" ) 17'� N%l ��CO __ -.-,,-,� " ` ,\ ,. "I •1, a Acm swela with small caschmentL Ilbolw Alloi"Aormy ,!or til ; - , I I � 11 , . I , \1 , _, ')I/ �P, "", 1 , ! I __­1 / " " `i1q I ''. . � � \ I \ ! ., 1�1 -�'y cp � , 't _,I I 4 9t ; . , * I I ,,,T / ( I 00 450 �"� , I A .01 I " _., �_, '4i�__ �1 4, , �,, . , V \ __.� , , , 0000 , .yN I "I 1, � \� Division,d1w at berm. ( , " 1,I ," , .10, ,, " , , , I , � I 0 •IV, .1 , �e\� T _.. � 000, .0 I _1_11�1 V ,.�,` I V I � - , " - ,(p W, ) ,�p � C'�f \ ", I,I Below dw in ot a cleared dope., * honali*60111kalim ;, � � � ,� .I ,�P I" 'IN /."'I ", � . / ;�_ " ,P I , K , 1)_­ I \ 1, �41 �_11 011 . 11 I L&��!t��--- I � Seadbostol,io 11 asaybovoociftoodWIM!,11;6111igio It F Win-- wtm silt t ; k . ,� ,4 _ 11 1\ � , , x \, x � .,,-' "1100 .�,10 I I. I ''I .­ ". ,,, ­_ ­_ ­ I—— ..", 5e, ,�a� --A,-\ , 11 1, ""I 1`111mr-m--.1,11WIRM ! - � , , , " . � , 11� .. �4 - I . ­ ­ " ,1� ,�,� \f� 1 40 ,,, �11 I ­'. I � �., � A - , h I� ."11. I X, ,��­,,,1_ _ ,I 11" , (Y� '/ •....1..­ r A \ 1��� .. .,., .___ •­­­­ �14 I----- 11 " 11 I" Cmw a temporary sedinmw trsip. ; cuough Is akfidosit md bw I- I , In approprim 0 Use wba conovaction of chack dams or map in a sm�is ! ' ' / -11 )T , I ­­.. I ,e , 0 PowleW Low or :. I -.,. y -"'- 1. . I f I ? my Wd . uAk"Mm k*60 undesbablei, Ma nod bq bw=can pmvW ft sun ftiction a a does" I 1. '/ _ ­7 , \ I ( . • AroundimeM I ) I ) -,", I ,- I / , _­ -, ,-k ,\ / P I I ,pA'l 11 "'Ir "I, _" 0 , - y \\1 � I"� "'! -�f" .ej ", ./� ­_ ­-, .. * `1­1.1".." ,�,p'. 1Q - ­ ' , _. /' ...­1 ,,,,, I . I I . / r­\ � �._, .7 1 ­ -, 11 V , . I Below odx!r wwn deared areas. vageodom MW mad beg bean will*0 arrow a sftW sedrsaw ramdon arm to be emmd panes to cansiruedoo of Real 1 � , , , , \� *1 "' \ 1,4fl,/ I �,�,.P' \ . I I. I I \ I �,'�,i,� q - � I - , Y,­, . , "", -, I , - . `­ - " i rwl _� � C, ," ` 0 P8 2.51-1, TELE . ,, \ ! I f ,_ ly' ', , - W GNP 400 . , , 11 � 411111imill", ____ 0,�Poj ,­ , MB % 1,� <-0 'I,/ � / [_/ � : % 1 _,, I , . i I / � I I I,,,,, 1, , I 1111 rnp ...., ! ir I \1 'd.), , ., ,E) I- - ". I., 1) A�� �1111 �1'11 _ \ �,., /� \, I detention basim Par Justallodon,or"a sand beg bum.the follo*lng criteria.should be observed: i I I., �x� I , I—_ _", ft RMALi"TIMAPPMAM14 CRrMAM RoqLa"Noients � �1 J I ; I I ; , /\ . -1 U, 'I- 11il ',� I , ,I � �, )T�, oij . I�4 , ­­ I "I, ,�,�,)� " �� ", , k , , � 3� ­­ �p-, " , 3 ,,, � /, /. I / : Maybe aced to dnwaage am up 10 5 acres. Dniner Arm-Up to fhRe(5)am. .P; I I � I ! "I I \ , the ! - ,or\ - .1, ,-, , .1 , , , , / 8 * CAWW cooft � �, '. , , j / !-"/ ,"'. 'A"r <� .iii,iii ", P 11�1 " I " . \ ', IL , "N \ c, I 1 " - \ Q\ " .� ,. , , ,"I . I 11�i� . _11 p I 1� � , I '" ! 1, 1, 0 ,I I.,, 11 'i, X . � / . \, I "I\ � In \ - § . b"ll"S a wfd ax"ur. Hfta of Rem-19 inches winiman bei0L measured Am do wp at the existing ground a the upslope 100 to 1k ��,,-­' � �­ ", I I 11.,, .", 1. / I I/ 'I ��./ 10 �0 0� �! 1, .1 I I i ,fi,� �, 010, j I /I ." / I , / / V \ , 0 0 O"cooft , I I � ,,,, "I , - I ,. 1-1.1 / I '"'I • 24"Of send beg bmw should be a least 48 WW*let. wp of**bnaW. � .,., -11 111� / 11,_.­�,�, I\, \ I / 11 I"i 1­1, 59 �_ ') X. "I & I.. 1-1 0 -48bKbanialinamwiftownewidudietalla of 18%dwathatop. i " .&�, ­ \ �f I 0 0 mowwwwo WW*at Sorm ..... , 1, �, ,.iV ." 1 14�11' H**W of send beg bone should be at low 18=bw bI&IL . i I ? , - , ) /il'/ ,\�1. I 0 4"PVC p%o may be Wmalled bowim dw wp byer at sged begs 10&*a INV I Sad beg Sin-Length 24 W 30 isictes wift 16 to 18 bdm and ikkkaess. ( to a (9) M Wd*902 : ., r , " I , N ".1, ,1'�,., , i I I" \ \ � / �0 � I ,/ .�',� /_� 1Z 1-1 / - / I ,xi to "A �11 , \ \ '.., sx ..0 i 10, X , ", \ 711" 1�41 // .��):\N' , 0 six 6) ight kKb 0 �r_. � i - , � i I , I \ I 0 ;1A 1�1 ' 'I / , ,P, I—- j t, ( 0 rm**v - I , ,�,� '' ) 18 - I . .1, 11 , . It, \ \ 11 #, 'I', \, )NI ,/� / . ,'. ,,, '.11 k. / 1"Of �N - � 123 PMAL " b I) � "I � / / % \ , � , 111i,111 1,,� t,(�,�p � . W ., ,� X . �, 'In .. Ali �:: \ \ �.� ,,,,,, L'� 0 j 114 11, ,4i " �% " 1. . . ftod sows. � I "cV I p" PIP I / /­­""'"'.. 4�.- I ". ��,� '. ��'i ., ... .11 . 1-1 I , ,,, � . �( ", \ / . I . I" 0 swhobft AW � �P, P 1 11� k I , : Sond beg bhminl-PolypWlow polyo6y5w or pal womm bbric,aximism"k wd&four(4)am= i ,�� �,�� "' / j /� ,,,, \ ,i .) , ,. 6 j , I . ,,, ��,- ,- -1 �\. . . 0 skpw>6% I L . ,, I. �v I \ \ \11. _x�, � ,\ 1�11 I �:Ii ���. ­ "I �A� I , \ / PIWAft aina I I, I barrift for, to pond sad ndlesm io sode,size ac*xdkt to , " \ *�lc� ',�L ,� I �ftl', \ / . I i ,0 , 4 \ ,�.� ') ,� "I" Aj. I .. . � per stpom y"mefta bmu sent*oneaft 3W*ad abra"olet smbft ctowding 70 percoo- Uft of bt � C�), / / �, ,�A I � j) . d / 1-1 � 1;, e ­1­W 1-1 sedimew trap BN7 aileria(Escsn. I � I o I . 11 ,borlsp is*,Iong,4 since it rom and dourkwun easily. i �*, , / _P �', ` I .__1 � I•10 i , I . 0 � �e .,. ,�_i.. \" wDr\",111. 1�� ( I 'i \. 1, bi '�,-_- - I 11 I Piece W=ft ex at a skqr- � 1 ­­­ - ­­ L . ............�............... —.\ . z x I � "'' c0de at Seed-come saffid,VIT&" 1. I I ,I \( 11410W.-gym - __ _Iiw�_ ; " __.. . "" \ ,V I I � )f 1. N '. "I � - \ '� � -_ �p� I L , � � �� �, �0 �Io` , ��; I ,- ,"I - 0 0 7"—1m=.-- iq,60��" "". / /" 11��, 81 b. 1�1 I � i / 1. ., I 0 UN=r4 begs MM ewoo and wj*moo ID Widwsed mow ftodbq I . ltj / :/ � 1, � �, \ ..'�." __11 C4 �, , , . •I'' Rnooff wm should be dkwed to how ovu the tops o(the sad bogs or through hour(4)inch polyvin)i cbknide I � 1h I 1��� \ I—_-_- '�,1 2 1 1 Ix t\(k ',�) . x,� ) I }i '' I t-10 .., / / / " I � \ /11 _� I I,/ \ " -"...", _., I I I N, d �I Rzounumam pipa soh dried below tk op Wya of bass, . " I I I b 11:71, I / / / I -,1'1_� 1� J 11�., JJ \\ I'll I ,\ ,e� �_) 4i 11,I"I 0 mammamm �� 0 La. Area belftd to send bat berriersbould be emoblislied amortlkag to dxMS calends 1br=dkamvvpiW0MSC$5)- ,'14/ Z�" Al) 1-1 \ I/ i I 1k "r,P, / 'Ir .41 \ ) , �.,i liq �, 11 I��! ; ,7"', # # 0� � �` \ '_1I——-­-, C 1,�,, \" ./ �, \ 4 \ AN � . 01 ,� ,�"p it ,J��,�, . hmwm aimeadfain- , k 14 ,\ / � I- IA \I I/ 01 ..". \ " 1, `-) , , " . RabW ar implace duw4pd sand begs immedimly.\ \,\\,\ � �`) �,) I\,I1\ d" 1­�,5(v) ,�� "i) , ., y, �.' �;� �,,�,, .1 \k . : I . I 1.1 --­_ /11 , . V N �J I I 1 bestMoonjesomP I � and1l I Contra[Manuel*wConsvoctlian Shesti Flood Coeval Disorict o(Maricaps (,)�� I I/ 1, \ '\\, vp "I ��(fi lc� 'N I I-, - _�1_�le, Q` "Tk"k --- I"" ,Y. I 1'1�# , � -(, �,�,l .� I , . Remove sediment when it reaches Sbr bd=E dM1h. ESC52 � .. I I' I \ �,�,e "rif i ilc'l w I I z \ I , , " I �1_ 'd , '0-- - I I \ \,\ , N'4, \�e _� Ii __ z % , ,1� -_n)t.-',`\r , I I.."", 1 ft I I 1 X , x . ,., ; � CA: I \ , , � \, 1-1 I/ n :<. ..,' ,4� , "�­ / rj, , I 4 Cast -1 ! C��,Aft0W UPIMW I"?- . I 'A -, \� ,, N �/ ", - '0� , I , f �...�,I LLJ I \\I I , I �o Ce , _�i"e"I_' _', ,IA, I.,_" I I i \ , I\1 / I I i I CP I 1, , , � \ \ "I I I t (,.'._­x � � 4y, , R) . SoOdbagi abi, we mom cosdy,but typikally hei'm Alow taeft a*dw " ,� ; I I "/ I ­bi­­ ----- I \\\,\>...,..,,\' � `� \ \ _� / .0, I , , ? / `-, I 1, odmw berrioL I ! Wow Qwft Mnqemeft Plan fat to Ld:c Tsbom%&a,Valaw 11,Hmfto*at Mennamem a= i -- , � \ ,_-, I I ,� , 1, . i � , . I", I 1, : F1 Toboe Regional.Ph1110i8g Agency-Ntnunba 19U. I , \,,:",\0t:�\` _" � 14 , , "' i F-Lop , ffi U . ,\ ", \\ I Z�: \1 �111 , � �, /. U . , 2 1 1 .1 1 1 , I < V1 , I '� I ftstl. i I , I , "I, I I ! "I, I Oy.I \�, I 1-�_ __ � � \ I 1�3/ ". � � " LAMATIOM \ I . 1," I 1, �, \ �, I - I . & 4 en ; �4 � j , \ ox., I It - I I 1111jew edmodwh'", ,bKdw 1 dmmW ! '. I \\ ", \ \''\ Z I V.,�­--- --- , ""' ,, " Z ., 1 3w befit we -* D k! )�. x ',,,a\I I I I'll , ,� '� I Mans � . I d) . I , -� , \ i I -1 ,� , � ��� '' I Pra,cifices i , �,� 4 I I � . I I.. �?..,. - 11 , , I I � I \,� I \ I I r I ,el ,." ,,t / ..". .."­... ....- - � . .1 . dmft not be anod tr mod!m --t-NENN- I , 1 7 " 1111111 f ) - - 1 ) , J, ,);, .1 . . 1\ ) . , V . I I I \, ,4. , , 0� i A' ,.� " i 1�� I . "" I � 7,( , � ..1 ,�,4�� � , , ; , ,, (9 ,", ,�\� � ConsuncOm Handbook 5.71 Mm�*1"3 Conmucolon HwAbook 5-72 Mon%,1"3 1(,�k I I �,,-,�n I � 11 # ') - ,,ill , 1.11 � I "" - 4� 0 I ]h " " " \N, I , (1, \A i,\f.'i . � I ,� ,v, ;\ , A I_, ) I . , -1 \,\, " i I \ . \� I �, 0 'r,co , .(7 ,, � . _ , �P' I . PX 1 \ , \ I y . 11 11 /��V ,j� I',- .I . , \ " I I ,_. ,,,, 11 I I X \ 'l f ­ ,�x IN ", , "I I - I - - I 4 , 14� � I _M1>1111" � � � �qn� � � / , ,X,- - op �Nf I '�f \ -.., \ ,., " ') I I . 1. I , �� " .1 I I 0 \\ I" 0 �. / "ll / , .I/ / I'' k,,'� � at nx e.�`$R I �, " "I 1�1 " . , 4, ,� � 11 I , I�, 4, \ "I C�', , I � " , / / r�jp, , I I I 'OP N / , �% I ,I I I ,,_ -, �, "'', ,.,;� .I _f Objectives; - - . . ......, . ­ " I �\' ') \ 1% " I I � "" , " � �,,, " I 011 BMP: sumizim CONSTRUCTION ENTRANCE � I ,Q(� //1 \, =,,,, � ." ... " i , . I .I . I -SUbRud CmWitiction Effimift at I ,, \ " , "', . ­-.-,. le�", I .1� ,,, Ill:I'll, \ % 1, ,,,I'-'.--"Ill' - .k "_ ,".,--,, ,., ......., .,( , f Addhional Infoffnintlon I , � I -,�� � 3 " " ,/ ,_ I ,_, 1 4 �-.'J,\h \,11",I , ", 44 \ ., \ ,. NATURAL GROUND . I _- ----- �,., ,,, ., .. "\ �� .1 1, <19��� I " , , ,\ %" rk, . I -,,...... r 0� , x .1 U I I 11 \ 1 \, . I 1, I , . , . A ___1 ., �.! "' , I \ ., h -, , " \' '\ 11 I , ,� , , cafftin waste A sll,,~,I . I.. . . I I /'N,� \ , '�, ,\ I I .., 1. I 0 0 V.- ... ...... _ (..11�' % , -1 I is a pul of Nampo"*rioin with Mw cla&locaod at my point wbm waffic will '�, , . ITA5", "I \\\"\ ,011 '] , , 5 k"', �,,� ._' , , \' ,." I ,\, \ ,x, \, I \ � ..I , , ,.-..-,-.,- __ . � &'� ,� . . -, \ "I . I(1) I 0 .. . .',) 'j'y _ __ ._..-111qo I j,i--) ,,,, ) "Ift UsairbW to i 0 4W 100,0100 a cousam""00 or*010 9L public dxh1_d_wNy•sew a",sid"Mik ar pa*ft am r" 0 ,, I � ?�U,,, �; , 6� N, �) ! %It..­ 1h �v , ­ ��I' . , 11 1.1� �,(i.10� ..*.11. jorpollota supwased ammisc000"mom issa reduce orefizatmue the mw*ft of',I SAI I onsopubfieftbamot-way �A ,,-,, )�,,,��., ,,-��c�) ,�)�(�__- . ") -1 i " . _ J,111,. . "7 I lq�I 1'�' "tf " j , P, _ I_- '/,,"/� .."',-,-.: �­.. � ) .. I ­ peered mods beips prevedt dVoggim of - - �,,,,?* " ­-)," ,�) � . ..I , ­ �41 f -.,, , ,, I " �. I ""�,V,��­,- .PV z, �_ : WW"Dhft-W A at Rodudail aedwat of Aciffisnew ad Odw Pdhww 0010 � 61 �5y I ,llk, , ,#1 1161 1 / ,P 1­ , '.., , I ,�'� / I I .. &. �"Od,P ) I ,V I✓ f,)K., . - -,,-- ' ' I"I I., - -4, 1, I, " I \ 11 N, - �", .'�' I I., I . ... Nod pralswom of s*boroe&M , ii , ­, -,, ,_ , 7 I , , # ,,�' . MW JOW a= ' ' � 'I , 11 q 1r, / - ­ 0 ; , % %0 IXIX3.5H ­�, L,); . - , / , I � t T I 11,11' �i f, _,I- I , � _V, ­­ I � , ",:,,," X I ) Protect S1oP0&r-%s"nW$ N41 " j I "' 1, ­­. , . � 1h -, k4f) " �.: I I , 1 11 a .9 Ii, I , 1 " Lk N 12\ / � .'' x ,� A-'�, 1'� ! ­� . I . 11 I I - I W" I" / .- .. \1 � ," T2 0* ; - Where oft WE ko , I or iftyw&a 300ifto cowsweetion 0 i I *ow be mod a an points CW coustructim - �kv_ " , ,t / \ �'0 . ��)., - -�11 I <nE��� I req%ke art tususem be bwpbnwmd so pmvm usclowt of sediments , I �.T I _.., ?p I"k \, �., '� \ j � ...V A,o Wross ad egrom.?V=I W�,, -� , .� I - " "�" �,. / .� / � �,. ", I � ­1 _ J, C"Tal Inta7w ►&*&W am on d I ,J� / D', I ���, , \ e ­)- ". 1� I / 11"'. .., �,� ': ,�.,,�,�, ougo Pivot soadistoyisi,w is a signiftcaut warce of sedinifto derived ftox zmd Nod M tarryout • t) ,�,,' , I 11, I / -,-. -___ _ \ f tools.Nod coorm2hm slay. , I . '. . ) I ,- , _­,� /11 ' '11 ,11 I I ]k ft "�p / " ox I " • /I -,I ,,�) - " j "".1 I , I /` ­­- ( �_ 11, ,0� -, _ , , -1 .1: ..­_1 . " --.,-____ ­_.". -­­­, " , I I I I �4.. ,) ///d____f_ V-1, I I ., �...­'.-------......".,_ _­ -, -.,._', '-"' - X Cn ,40 -1,_1 "14".,_..I ,��",- �1,� .".1 .I I ''I I" GENVIAL MCRWnON Targeted Pollutarift : sumftd congs"don cognum M -A - *3 G&cdv in r6=0viol sollnest&M equipment Movies a ano*Vcdm M --- -.-. ,I Ix -_ : � () ..'. �. .. I I I . I \ \ I\" \\N,\\ "�,, " " \ ,I , '�\ I . I .0 ­­ ,.'10 ""I.. . f 1�1 W ,2 , 8 . gb"M bo bu"an the kvd grovad..A&mmqn of dw Stabiliud Cownuctim gmrmm is thu it does, , I I 1 �,13 1. / ,I# \\,\\ ,\ , , ,\,\11 "'\1\ I " \1 "'\ ,\1 \,� ,,;�,, ­' I __ ___ .- ., t -1\1) 1�� I VX C000ftitICUM daftoce practice is a stabilind pad of aggregate underlain with filter 110L MM I " I , \ ,\ \ ,, , �) I runo seum j4diffignt ftm eqpjpo�and MM to chnod cogMaction traffle in Nod oft of the SM At 8000680d \" "I 1\I \I \,\ ,,�\\, ,\,, " ;4. .. ." I,,- li I I cloth located at my point where nMc will be enteftS or leaving a construction site to or � I , , "\, \,":,""', " ", \ " \ " I I I I . _ , f, 1, .�., . i locatiom P - , - It I , �, I I I \\,, , , ... I \�"`,\\\"\\\X, ), 40""N' � .-, 1� Q Sadfinent �O) V, ,I / \' 09 �f _% /. - '""' - * i;�K , N7 ��' , �)�', �,XJ I �.,� . 11� � ., ,<\'\,' , , , ,A� I k,4�1) , 0 0 . . ��I ii� I 0 miu&imts wicisocyis Broody i n1m, it 11 q~a i1pashft Ira&is jochided as port of a stabilkoed calstruction entrance )y I 1� , (I'll.� - , I I 11 " "' ,-- �, �� �- , I hmapubUcright-&-way,s"eLWky,sWtwalkorpmidnga= Stai gft i " I^j . .,(, "kN) �, �, \ .. ....V, _.," "I , / ill�, I \ 1\1 V ,­1 11.r ,,, .1 " ,..,liwl . .....,I� �' 11� I I 0 roxic ustensis ,V,., , I , IM, "",' n I I • ,� ",K, jl,� ., I IV -�j f�1 , �,4ijv�l od 1 4P11 ,, i+ , I 4 " , ') I I "\\\, , 1, •. ,, I 1, . I COU=CdOtl=011000 SigdfKZDdy TOCIUM the amount of sediumt(dust,mod)uxiwd � , I _-___.,__ 'r" . I .1. , � I . ­11 \ , 111� I -11 , \`\) I - \ _,�, . , , 11(� bt � �P I , X'T . \ I �, x, -__ -. ,.,.. I X ,,,, I, K--_'. �\ ',�( Off sate,especially if a washrack incorporated for removing caked on sedimenL Q Oil&Gresne •I'low � for a stablizod amsomwdon aeftom 1kj I I I!dKxft b*I 10 3 hw3bu In sbr,wNEW&*011i V*vd Or � x I , � ). I _ ". , I " 1� cntlkwd w& Mhkimuas apron duneu*ns(it 30 9L x 50 M and 6 kchn 6xp is adequest;ftr mro-way mxresshV011; � 4, \ - � . , 11 I I ,\ , / f , x I ,L � �L 0\k' ', / ( i .,,- __ .. "," �� I, I ,,, '�f ,�-,,,�,,,%\ 6&, 1 0 Flostable Alsterbis "I , � f . I , � I " �4 � \ I I SUMABLE APPLICATIONS waffir- . ,, \ ­­11 i " \ " I—_ ". , � � I lrl�, , I - , I �,\ �� " " - ",.- , 1� 1. I 0 I I , ,, , "." - i I , �\ � All points o(construction ingress and eg=. 0 Other Construction I F , ,,.� \\ i ". /,.�,'_�0,� I ." .. I) / I Y_/("� ", ��I *11, �.,O��) ,�." � ".,\ (I 11 � ......`_ ' `11 I ., , .,A, "I I .. I I , '� _"I'll, 'I'll 11 ,\ . "P ONE STD ,ill .."��' 1111111111110 ­_ ,L,. I. 01) ff" � \ I 0 waste . Mwasum"noot be popem slaw 10 pop roweftmk*NEm 111000110tructiossittL I I 11. ?��, I " I I d • Unpaved areas when sediment mkddng o=zs ftarn site octo paved roods. ., I, 1, I "'.. -I... ­.. .,, 11 \1 f . , , , .1 I .% __-.--..-- '_. I �, Wbm vuh emes;um pow washing is dose on a faialbrood conamo pad(if slignificast wooing is NWMWY)Of in 11 ,,�11 -- / -,� . . I . ! � I n 4, ''. I \"\�� , , , , _'. I I i . . a X"MbftW**h ertubed JKM Wbigh dfli=taco a properly COMMUMd$0di0=t aw at beft XSC 55 Nod M). I i- I\\ . \,\, ,­1 1­1 1". 11 I 1, RMALLAT101WAMICATION CRrMtIA 0 i , , \ \\" \ " ", ,, " )L I lor � I , I� . � I \% �F HOUSE I " ,'\ I , I "I" ,,.,r ......� I �, � i af xtazpmt Sedimat bwr*s are provided so poe"m sedinoWs ftm cmuins im the swmw*w sewer sYsww.&I*Or wslcv%my- h / ,,��. ", \ \,\\\"'11,1\`1' 1, 1, ,,I " I, \,\, ,,, 11, 11,111,1111111 Ill...___--l" 10 � �'.j f�� I 1, . * Construct on level ground where possible. , �,." I I ,\ \,X, I \ , ,, � \\,\,\,'\ I I ,�,` I I � ,I ,,,, , , "X\"\ \ \ " , IV itff' � 0 A�t \1 , ,\\\ I , , 111' 11"111, / �:Tl i I'll \_ h ,LAL;) I \\ I ""\ I \ , I - I&I Uones should be 1-3 inches.J, 11" ,�\, ,, ,\ �X ,�V`�� �1 �,) I It . 0 Pmkimbis Law,W . I " 11, kil '.\ , \\ - I ,, <�() . \ 0 I I0 ", "I I A,. , , I 1, l I - ��,Sm f4 V, )� I '' 0),, �, ,N9 ", I "o, � x �. � / t"?, f 4L I . , ... , 4Q, / L - 71 ".11-1 i. �-,) �"! / � \\11, I\ . : � Constroat as level Pound. 4 1 �It/ ,0" 1. �,��, 1\(�. - Minimum of stcnes should he 6 inches or as wed by sAils engineer. � , ,\4�1 � , / , � �l� -foot min and 30-foot minimum width.t, 1, CTV ,\�) I 'j U Length should be 10 I / 0 PB 2.5H - ��`* 1/1, I11- A vo ,ij-1i I , "? V y,, S '. y / " \ i , �,''. ..,.I 0 Provide ample turning radii as port of entrance., Implementation i Stsbilindras-1 --wmienumemaniidwwgxpmsiveiomrm, 1 40dwilINSSWUSh tack is include lwarovattrap . . --i-M.-M.� � / ( I,�, Ilk :tl ..." .. ./ , I 4 �0-, I f h 61 1#6H MOOD R946E �j I�Ipl � I �A I "'o ��Cfl � 11, �' , I .1 1�')K17 181 ': i 11 x '.1 \ I� 111, / \ \ � I >_ Imp gem I , , I � I \,�__ / S - . , I \ \ � . 1,"I I � auk , il" 0(lfl ", Ve I �I I I REQCDtEMXM Q Capital costs 0 Ralub"periodic 10p*C221111 With .'' A ."' . I / 1 041 � .. I �, '021 \ / \ , I I W M Maintenance 4 0 \, ,- ,� 1, , - ,`',�5,; , -,. I 1, 0 O&M costs SWW be mad to cooldoction with stySwooping 06 a'*=pow right-of W" L ilt IV I I �_ ,, , Sp I I ,,0 Uj / k _ I.., I '\ �, \ , " , " - Inspect monthly and aft each rsi-f-11..� ,,�x I I 1. I ­­ _.. _.. _ ------__ __ I _ I 0 �- I 0 1 - I -10­ �0 U-i I - / \ 2 -1 ­­ ' - /I 1-1 IK \ ,-.., 'I., I''I I.,I 4` l,t.iiiiiiiiiii, � 6 . IUVIaca gravel material when surtace voids are"able. 0 Alsintenence I , � _ 1� 1� -,4� , .,"- , 1 W1.1 ��,� _', I = . ­. U� . / \ ,I " \ - 0 rroinmg ; zm mwoosamew Pftcdm ad smom Cowd btand Sm Conoroodoe Shesii,Flood trial I " ,i� ;*." E� I., I. I ,.,. �I I kl�� , W Ransove all sediment deposited on paved roadways witim 24 hours. . Maekapn ]h I . ,�'j / ,­ .. I/ 'I, \ _11� 1� W - Remove Bravel xud filter fabric at completion of cmsncwm � 1 ,$ ,,, 6 le 41 (f� i i "I )�. - .1 I ­1 0 sukabift for ! County,Admoft SeploOff 1991 , � . "- tu I ��* _j .. k'. M / ...,...­.- ­­.1, / ,I .", 1A t��O \ ",,q ��, "�,1141 ,, I, 0 Cost: Average annual cost for installation and maintmance(Source: EPA,1992) 810pew>5% � . �� )� � / I �%, .� ''I � . I -cc x I I .1 kgiV I*-'2 � .11 I ,Aj a 'A 1,,�ii,l 3C ,' / ..) ..") / / ­ \Ix) 4. ,,1,11� I \ ,�4,� �,"(:- I "'.1 a I . Without Wish Rock: S 1500 each. MAWWc(S - , orpmdon and Sediesm Cooed Meemm Anoduku of Day Area Go�� - , 110 .,\ ,�(,) � "I -0, .I., , I �� � ]h ,�, "Q �', ,� (,.l 0 " , . 1, I I . I L I '(f, I W / ,."b �0 tpl, 1�1� 4' 1 // k, ,J�;,,, �11 I if 1� \\ 1. W With Wash Rock: S=00 each. June 1981. I % e W�` 11 ,, I I 4% "" )� � _+__ , ,_ 7 , 0 11 I \(- i\� " ,Pffo I I/ I 1� .�X 11 IN ,I < ' LVATrATIONS , - , ,1� , i 'M , �1, M , __ - t, 1111111 111111 111111111111 ill I 11111 I I�� I ! , L� , .1- , F11,11 PAuires perkxk"dt"Mist vim additional NOW& Groap WaMft Paper,UWA,Af a 1"7. �,� , 1 A) Goidonts SPKE*g W"A"WaMossums ftStwassotmoopoost Ptaubou to comml welerst war , � -, �((6 - I ?07) ,�' I " �, / �'',o , P, , ­­ cf, N,I I., / .,�... \�\ . )) 0 _.-­ , __,_­­ 1�q x ." I., �__ . 6� � I _1 .­ ­­ J, I "I I \ "I. ..-"11;1 111,\ �� ',I��1'I 'I, Q. * Should be used in conjuoction with street sweepint on adjacent public rigbt-of-way. I , 1 0 'A .,-, ­-"­ ---,­­..,- / ­_ ­�,Q,I �Hlo ailowi - . I$, �'11 - I ;"', I,I it �(l I .I/ 6%0_� � t \ < ), �R� ,A x ) \ I SOMMAWune"imentwowsorde PON soced Be" %94494"of Ecology.The Technical I / �,I, I "I 1. - - �,\d) W x .1 l� \ I 1, . � "I - , ;� , -.1 M=md-Av��tiiiiiiiiitjy I 11 A V _.--1-1­_ ,_ 11 LQ ,,)8C ,/ I / 11 . 1, I , I �1`1 I �,�, I � x '­ . � �1'ok , fx I 1111(/�1z _.... I �­ __ x n , . 1) 1. � ., I I 1, "., \ ,',, , ESC24 - __ -,.,.,.,�.,.. " 1"..-L It .(.,? ,I�' )"/ _ 1� I V11111018 ltrooloo and 3admuWas C40W Rod)00k v"eiz DVarm"of Coner"bon and Itzmake,D"hoo "' ,,.1 'I � AI I ,�`� .1 " , I . . 11 �) , I'll C-1 11 ,�o 'h I r-PO .� ', I � ',.,�, I . ,.,� . I I �� 1�1 � 41,�,I N I f I 1� . / 0 j � y ,� �,, \ "_il I, , I I at&W and Winer Cormovsk&l"l. 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CONSTRUCTION RECORD DATE BY R E V I S I 0 N S ACC'D DATE BENCH MARK PREPARED BY: SEABOARD ENGINEERING CO. LD-03-120GR ILM. NO. J--W SCALE . 1100 S. BEVERLY DRIVE, STE 201 Recommended By: . ,��14!1".l Date 4�ZJ,IZ0 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS - . RIVERSIDE C"TY DE!"AIM 000-7-46 Horizontal LOS ANGELES, CALIFORNIA 90035 / Contractor : 111111111 No. 1.3737 TEL. (310) 277-7,337 FAX (310) 277-7339 STANDARID 13RM W SIA"J-0 WN. BO M ., STOCK PILE PLAN ON MAN SIREEI 100 FEET S"OF AM Aa=rrE SIRET III III " Accepted By : Date 2 FROM TW POST OIFTICE, AT A Wn ffixDNWORwLY Fwar 1 =20 Exp.3-31-2005 Inspector I — NAION&BAW 8MM), SET MUMALY IN M WAMAST f DEPUTY DIRECTOR OF PUBLIC WORKS TEMECULA SENIORS APARTMENTS . CONCRETE fti, US HIT NORTffM OF W EAST CORNER OF A I BY DOOR CMM AT ATE CORNER OF TNE SULDING, ZJ FEET �GE9�GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. 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