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Home My WebLink AboutBook 15 Page 726 Pujol Street- Temecula Senior Apts SITE DEVELOPMENT PLAN EMECULA SENIOR APA MENTS PROJECT & SITE ADRESS: QEN ERAL - NOTES: 28500 PUJOL STREET TEMECULA SENIORS APARTMENYS 28500 PUJOL ST. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE PROPOSED WORK AREA, AND QEADING NQTES: TEMECULA, 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, AS EEMIQN CQNTROL NQTES: CALIFORNIA 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 LEGAL DESCRIPTION APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. PHONE: (909)694-6411 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. DRAINAGE SWALES SHALL BE A PARCEL 1 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 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 __DAV1D_FERGUSON - 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 - 818 -905--2430 ET AL, BY DEED RECORDED JUNE 11,1940 IN BOOK 464 PAGE 505 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 BEGINNING AT THE MOST SOUTHERLY CORNER OF LOT 1 IN BLOCK 27 AS SHOWN BY MAP OF TEMECULA ON 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 FILE IN BOOK 15 PAGE 726 OF MAPS, RECORDS OF SAN DIEGO COUNTY, CALIFORNIA; 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), ONLY). 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ENGINEERING DEPARTMENT A THENCE SOUTHWESTERLY, IN A STRAIGHT LINE, TO THE MOST EASTERLY CORNER OF LOT 1 IN BLOCK 36 AS 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 SHOWN ON SAID MAP; THENCE NORTHWESTERLY , IN A STRAIGHT LINE, TO THE MOST NORTHERLY CORNER OF 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 LOT 10, IN BLOCK 37, AS SHOWN ON SAID MAP; THENCE NORTHEASTERLY, IN A STRAIGHT LINE TO THE MOST 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, WESTERLY CORNER OF LOT 22 IN BLOCK 25, AS SHOWN ON SAID MAP; THENCE SOUTHEASTERLY IN A MAINTAINED ROADS, AND FOR UTILITY WORK WITHIN OFFERS OF DEDICATION FOR PUBLIC USE. STRAIGHT LINE, TO THE POINT OF BEGINNING; 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 6. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION WORKS. EXCEPT THE NORTHWESTERLY 70 FEET. INCLUDING, BUT NOT LIMITED TO, 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 TEMECULA, COUNTY OF RIVERSIDE, STATE 10. 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 11. THE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS CALIFORNIA, SAID NORTHWESTERLY HALF BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: SPECIFICATIONS. SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PLAN AS DEEMED NECESSARY. 11. PRIME COAT REQUIRED PRIOR TO PAVING ALL GRADE IN EXCESS OF TEN PERCENT. (RESIDENTIAL) OR SECTION 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO THE APPROVAL OF FINAL INSPECTION. TEMECUBEGINNING AT LA ON THE NOST BOOK 15 SOUTHERLY E CORNER fi OF MAPS, RECORDS 27, AS SHOWN BY OF SAN DIEGO COUNTY, CALIFORNIA;OF THE WTH�NCE Q 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 CHANGE. 12. INSTALL STREET TREES IN ACCORDANCE WITH RIVERSIDE COUNTY ORDINANCE NO. 460.53. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 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 22,13LOCK 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. 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES IMPROVEMENTS TO CENTERLINE AND MAY RE REQUIRED TO RECONSTRUCT EXISTING PAVEMENTS, INCLUDING 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 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS PARCEL 3 DAMAGE TO ADJACENT PROPERTIES. 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 MORE 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 COMPLETION 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; CONFINED PONDING AREAS TO DESILT RUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO DESILT AREA. 109,009 SF OR 2.50 ACRES 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 A.P.N. NO. . 922--053-005, 922--053-007, 922-053-008 GP 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NOT IN PROGRESS. LPN 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 CONSTRUCTION/GRADING. EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. FLOOD ZON E EZ�D• 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 THE PROPERTY IS IN ZONE "AE" WITH BASE FLOOD ELEVATIONS DETERMINED AS 1006.00 X N 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 PER F.I.R.M. MAP COMMUNITY PANEL NUMBER 060742-0010-B DATED NOVEMBER 20,1996. 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 FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. INDEX TO SHEETS: 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY START OF GRADING 5--3 0-0 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 SHEET 1 TITLE PAGE 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 SHEET 2 LEGEND QUANTITIES SECTIONS END 0 F GRADING 6 -3 0-�(J 3 � GRADING. WORKS FOR APPROVAL ' SHEET 3 GRADING PLAN l EAMWQRK- VOLUbd 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL SHEET 4 GRADING PLAN CUT 0 FILL 200 C.Y. VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. SHEET 5 STORM DRAIN - LINE A OWNER: TEMECULA SENIOR APARTMENTS : : 24. JUTE NETTING, OR EQUIVALENT, SHALL BE INSTALLED ON SLOPES OVER TEN (10) FEET HIGH. SHEET 6 STORM DRAIN - LINE B OVEREXCATION : 0 C.Y. SHEET 7 GRADING PLAN AND DETAILS CIVIL ENGINEER: SEABOARD ENGINEERING COMPANY TOTAL IMPORT 200 C.Y. NOTICE TO CONTRACTOR SHEET 8 DETAILS GEORGE BERNHA TH,RRCE 13737 ANGELES, CA 90035 �- TOTAL EXPORT 0 C.Y. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, SHEET 9 DETAILS (310)277-7337 •� 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 SHEET 10 RETAINING WALL GEOTEHNICAL ENGINEER: KRAZAN & ASSOCIATES PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL PROJECT SITE ^ ONLY, AND ENGINEER DOES NOT WARRANT OR MAKE REPRESENT-- 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 FROM THE OWNER. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, N.T.S. 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 T S I O N S ACC'D DATE BENCH MARK � px�p`�n BY: LTA 03-12$GR SCALE �, K� R� SEABOARD ENGINEERING CO. Recommended By: Date ?��Q3 CITY OF TEMECULA DEPARTMENT of PUBLIC WORKS B.M. Na j_W �' 1100 S. BEVERLY DRIVE, STE 201 y � OOUNTY°BONA SOD--7-0 Horizontal 4,� ��► LOS ANGELES, CALIFORNIA 90035 Contractor DESCRPTION: STANDARD BRASS D15K, STAMPED J-s3 C7 NO. 13737 �. � TEL. (310) 277-7337 FAX (310) 277-7339 ON MAIN STREET, ,00 FEET SOUTH OF AND AJglM W Sl'REET WWW.SE BOA C��EABCARDENGCO.COM Accepted By : Date ? �� 3 PRECISE GRADING PLAN FROM THE POST OFFICE, AT A HOTEL BULDIND(FORMERI.Y FIRST Exp.3-31-2005 Inspector NM110NAL BANK �, OR WEST LY IN THE T C EAST ''� DEPUTY DIRECTOR OF PUBLIC WORKS TITLE PAGE CONCRETE WALL, 1.5 NORTHM�ST OF THE EAST CORNER OF A - Date Completed DOOR COLUMN AT THE EAST CORNER OF THE BUILDING, 23 FEET J'�► ��' BY MR. RONALD J. PARKS ABOVE THE FIRST CONCRETE STEP, AND ABOUT 25 FEET 404M Verticalq CIVIL GEO GE K. BERrJHARTH R.C.E. 13737 THM THE SMU. AT�N . cAL��` Designed B M.D. - R.C.E. No. : 19744 Expires: 9�3o�os TEMECULA SENIOR APARTMENTS Sheet of 1O DATE AM Euw • ,ao&� FEET Y Drawn By: M.D. Checked B : M.D. PA PA PA LEGEND --- 1 " z 1 to�dUS ED -- NEW PROPERTY LINE A.C. ASPHALT CONCRETE VARIES � --- -- CENTERLINE ROADWAY BW BACK OF WALK BUILDING LINE CLF CHAIN LILNK FENCE WALL CLR CLEARANCE 2:1 SLOPE 5'0' CO CLEANOUT CO � ASPHALT PAVING DWY DRIVEWAY PF . F5 O PLANTER EB ELECTRICAL BOX " CONCRETE PAVING OR WALK EP EDGE OF PAVEMENT �~ F><t v�olo AREA 12 ,�,�`;�� co ENC ENCROACHMENT 77' WITH COARSE SAND WOOD FENCE LINE FD FOUND CHAIN LINK FENCE FH FIRE HYDRANT --- -- STORM DRAIN LINE FIG FINISHED GRADE EX WOW FM s SANITARY SEWER LINE FL FLOW LINE 12„ gyp$ G glO(!( �p pON(; ,� M BE RMOVED FH FIRE HYDRANTRIES RETAINING WALL SWALE PER -----w -- WATER LINE �. DETAIL 2 ON SHEET 8 � GAS LINE GTR EDGE OF GUTTER ITW GW GUY WIRE 2:1 SLOPE Qv ALTERNATE WALL DRAINAGE T TELEPHONE LINE LICENSED SURVEYOR01 t: ONE OVERHEAD ELECTRICAL LINE LSPLANTER �,�, 3 WEEP HOLES W PP IRON PIPE � ol y r ��/�j�� a 8, O.C. CL' 4" PEW. PIPE Q oGM GAS METER /A � ii�/i� �i Q ADJACENT PROPERTY Q WRAPPED WITH ALTERNATE WALL DRAINAGE RCP REINFORCED CONCRETE PIPE ��iir�i/��//��//�///j� EXIST. FG FILTER BLANKET TO 3~ WEEP HOLES a GP GUARD POST SSM STANDARD SURVEY MOPNUMENT 0 8' Q.C. 4" PERF. PIPE GV GAS VALVE STL STEEL ��j��//y�j��/�, �. OUTLET TO STOR��DRAMPP EXIST. FG FILTER R BLANKET TO c,ICV IRRIGATION CONTROL VALVE TC TOP OF CURB �/ /, _ OUTLET TO STORMDRAIN �. PP POWER POLE TF TOP OF FOOTING \'' t a '• SDMH STORM DRAIN MANHOLE WDF WOOD FENCE STREET LIGHT C CALCULATED a •,t� • p �. SLPB STREET LIGHT PULL BOX M MEASURED E • . o CONCRETE EX COVET psMH SANITARY SEWER MANHOLE R1 RECORD PER TRACT 30681 SWALE PER RECORD PER P 1 WREMOVTEED� —o TS TRAFFIC SIGNAL M 61 4 DETAIL 2 ON SHEET 8 A� c R3 RECORD PER RS 59 47 oTSPB TRAFFIC SIGNAL PULL BOX R4 RECORD PER RS 60/71 oWM WATER METER .WV WATER VALVE SECT]ON AREA LIGHT SECTION CTI ON SIGN " 8" DIA.TREE N.T.S. SHT—3 + N.T.S. SHT-3 N.T.S. SHT—4 0 0 A.V. AIR RELEASE VALVE OUMH UNKNOWN M.H 0 TB TEL. BOX PA PA 1„ VARIES to BASIS OF BEARING . VARIES 3 PILL GAP WITH HIGH DENSITY THE BASIS OF BEARINGS USED FOR THIS PLAN IS THE CENTERLINE BEARING OF PUJOLVA R I E MORTAR FILL STYROFOAf� STREET SHOWN AS NORTH 45'30'01" WEST ON PARCEL MAP 9839 BOOK 61 PAGE 14. PROP. Fs PROP. FS SLOPE 2:1 SLOPEr r \ 12 a// /�e., PROPOSED RETAINING WALL FILL VOID AREA PER SHEET 9 NTH COARSE SAND %�� •�� y EXISTING BLOCK AND 2:1 MAX SLOPE i / / / i R AINING WALL EXISTING GRADE ON ADJ. PROPERTY (n CONCRETE SWALE PER (n W DETAIL 2 ON SHEET 8 Li CONCRETE 8" 3" WEEP HOLES - 3" WEEP HOLES ALTERNATE WALL DRAINAGE ° C" o e, O.C. 4'' CP o 8. O.C. 4" PERF. PIPE RETAINING WALL EXIST. FG 2 WRAPPED WITH PER SHEET 9 EXIST. FG FILTER BLANKET TO - OUTLET TO STORMDRAIJ -•a:,a QUANTITIES PROPOSED 24" DIA. PIPE d r IN THE FOREGROUND p • , , NO DESCRIPTION QUANTITY UNIT 1 1 FT. CONCRETE SWALE GUTTER 750 LF AREA DRAINS 20 EA 3 CATCH BASIN 1 EA SEC11ON /<D"N SEC11ON10CE" SEC"nON 4 6" PVC STORM DRAIN 210 LF 5 8" PVC STORM DRAIN 130 LF N.T.S. SHT— N.T.S. SHT—7 N.T.S. SHT—7 6 12" PVC STORM DRAIN 211 LF 7 24" RCP STORM DRAIN 191 LF 8 54" RCP STORM DRAIN 379 LF 9 JUNC11ON STRUCTURE 2 EA 10 OUTLET STRUCTURE 1 EA 11 3' X 6' RIPRAP PAD 1 EA 12 HEADWALL INLET STRUCTURE 1 EA 13 MANHOLE TRANSITION STRUCTURE 1 EA 14 RETAINING WALL — SEPARATE PERMIT 4267 SF 15 DRIVEWAY PER CITY STD. 207(A) 2,500 SF 16 CONC. CURB do GUTTER PER CITY STD 200 75 LF 17 CONC. SIDEWALK PER CITY STD 401 490 S.F. NOTES: QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES ONLY, AND ENGINEER DOES NOT WARRANT OR MAKE REPRESENT— ATION WHATSOEVER TO THEIR ACCURACY. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ESTIMATE THE QUANTITIES OF GRADING WORK TO BE DONE AND INCLUDE ALL COSTS IN HIS BID. NO NOTICE TO CONTRACTOR ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT FROM THE OWNER. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 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 PROFESSIONAL HARMLESS FROM ANY LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES AND USES: 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 REVISIONS ACC'D DATE BENCH MARK PREPARED BY: LD 03-128GR SCALE , `� SEABOARD ENGINEERING CO. Recommended B • a 1100 S. BEVERLY DRIVE STE 201 d y. Date ? / CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS B.M. �� LOS ANGELES, CALIFORNIA 90035 � 00UNTM°�°""� °0°-�-°° HorizontalON: . c3 �� No. 13737�"� �� STANDARD BRASS DW, STAMPED J-W W C� "X TEL. (310) 277-7337 FAX (310) 277-7339 ON MAIN STREET, 100 FEET SOUTH OF AND AMM THE SINE1 (Y WWW.SE BOAR OSEABOARDENGCO.COM Accepted By : Date 7 �� PRECISE GRADING PLAN �nspe�tOr FROM THE POST OFFICE, AT A HOTEL BUtDING(FORMERLY FIRST EXP.3-31-2005 2 NATIONAL BANK BUILDING), SET VERIICALY THE NORTHEAST CONCL�WALL, 1.5 NORTHWEST OF THE EAST CORNER OF A DEPUTY DIRECTOR OF PUBLIC WORKS LEGEND UANTITIES SECTIONS EET DOOR OOVE COLUMN FIRST CONCRETE STEP, AND ABOUT ILDIN ET 3 FiER Vertica ��-9 C'��/��. �\� BY FOR E/ I BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS Date Completed TMµ THE STREET '� of cA��F - 9 TEMECULA SENIOR APARTMENTS DATE ADJ. 1970 aEVATIaN : 1005.051 FEET Designed By: M.D. Drawn By; M.D. Checked B M.D. R.C.E. No. . 1 744 Expires: 9/30/05 Sheet Of 1 MATCH LINE SEE SHEET 4 1012.00 TC 1.9 1011.75TC 1012.73TC 2:89 7.5qo 10F � STA. 1+32.o0 STA. 1+50.00 a11.5oF �° �-.- -- �-- � � � � � � � �h � �1� 1 _ 1011.25FS 1012.23F9- 1013.18TC ,r W. y - W 1009.10F.L. r x. �' 101125 1011.16 TW 1009 36FL �. r , �O , lee OL� 1 o1116Tw � � � a f _. , ,...,...«.r 100 ,� „ .ST.FT Q 1006.50T FTG 3 ' k f - i �. -- ,� 1011.75 p I 1 oo9.8s� o ,- I F �-- . G c 41/ 5e 1 y 1 NNM i o r • ON 1014.75e Ill �, � � 1 °' � � ... " 2 i i ; ,' _.._. 1 TE CURB , Al 1 W ) L D E N �' ,k,,� : ' { .l.__ _ FG O 1012.25 PEAR APWATSM.120-1. Y 4 \ POOL DkN� BY OTHERS I , '�• 012.50FG �`' N 3 C� I `�`' �...... , mot" ... . 3 3.1 FS; 2 CONSTRUCT 7 THK. CONCRETE PAVEMENT V _ .. ? �,. , " _ _. _ _._ h�' g �° 5� PER ARCH'S N 1.94X � o � z .� ��, ( f �� . � � � G 2. PLAN -•r i s i t. r t i- _._. ...,_..__........m._.__._.....__,__,w.., .w._ . CONCRETE SIDEWALK A r G O� �, 4j �, `,� i > M, : ! >': x` �' O� ST 3 CONSTRUCT 4" THK. FE 6E p S �'� '� '� Y ,, f e+l• '� sec, TA, 1+07.Oo PER ARCH'S PLAN . , _. ,.� z 013.03E p ��C jj gyp . 101 8F �� 1009.50 F.L. ti '� �c .._. ...._. .... ..._ _ _. ,... IL '�Q sec• 3 ' K ' 4 CONSTRUCT RETAIN WALL ETA f _ o ° 1014. 5 UCT RETAINING PER D _ S 101 • , h �, h w ,� 9 _ ...._ __. _ .�._. ._. ..Y�� Q ON SHEET 10, PER SEPARATE PERMIT z 1.94X �� r- G o �. . °. rr. G 5 CONSTRUCT 6" SQUARE GRATE BY O � 0 014.35FS ' m o ,� .�� W 9' �, _.,rt_ „ww�, �* G « , NDS MODEL 641, COLOR GREEN i 1013.18FS P 8.3% 2.0 `� 4.9% �• ►�tK• - - 4.7 ,5`� ti �-- » �►�, _ ,\tij. ,.M..., 6 CONSTRUCTPVC STORM DRAIN �� ° 014.45FS ` ' 6 C 1 O W PIPE SDR 35 D-3034 6C. ,. ,w ,...:••, __ _M..,...�.,...�. /y 7 CONSTRUCT 8" PVC STORM DRAIN ..,,�,..,.m.r............_ .,...�.......�...., -m....... ...,........_.. .�. ` ,-..... •..-. _.d' ........ �. .._�.. -R. ...,.,.. ., vim I '_._ G �0l PIPE,SDR 35, D-3034 p �oti3.28F 60� � 3 1014.50FG o° � 5 �� 1013 35T �� ' � � , � ,sec ,�� ° G � g CONSTRUCT 12" PVC STORM DRAIN STA. 1+00.00 ��• N o �, 10 �0 6 �o� s o �° o• Li 1012 z �• .351NV � PIPE, SDR 35„ D-3034 1 '� 6 m„ ,, 1011.16TW / 1 78X �° O�G ��gc, 5 ° �` c STA. 0+81.D 9 CONSTRUCT CLEANOUT PER 011.83Tw 1010.84FG s ( 3 <CG �h o PER DETAIL 5 ON SHEET 8 1006.50T.FTG: __._.,. .___.._.._._. M � 1013.38E ��• 7 `�' �1 1010.30F.L. 1013.4 F 4 C! °` . 10 CONSTRUCT ER DETAIL HANDICAPPED SHEETRAMP 8 � DETAIL N SHEET 8 1 QO7:83T. TG. 1013.60TC 1014.05TC ' a w CONSTRUCT FENCE PER ARCH'S PLAN 3 141JSF1013.55E t t 1008.OFG 101 TC ,� 1013.20TC 1 1 1013.55E ,� °` � 1013.75E W .::� 1.2°J 2 5X , ry 1 �.._ CONSTRUCT GATE PER ARCH;S PLAN 0014. �o FF 012.8 �- - - # �IC3 4 129 Q1 �. F QQ S OFS � � ..7 10i2 2.5X f ��. �p0 o ', �-- CONSTRUCT CONCRETE BOMANITE PAV T �•U � 101 1 C�14,5 4 NPAD13 , I 1 � 13. 5 1 � o � � PER ARCH S PLAN • 313TC � ° 1 Q1 � 4.25 P � �� r� 0 101 Aa -� h . � _ " ... r .. ..._. ..... 3 1012.fi 8FS 3 r.... � � • !... ... . � � Y � �... ... . .... .. ..... ... . ...... _.... 19 �-�`M I--- 14 CONSTRUCT CONCRETE DRIVEWAY PER Lill 1013. 1 11 _ .- �• C, Cn CITY OF TEMECULA, STD. 207(A). `� , � 1010.8 .� _ _..__. q � � � �� W= 24.0'; R=%1V E .00STA. o+75 /-1011.3 i 5F 15•OO �° �� G 101 5FG REMOVE EXISTING 6" PIPE r. o� L 5pN �� ' 1011 83TW _ STORM DRAIN PIPE / .. "' ,, � � � �,,.. � � �- 1�'�2• � ��. �� 16 CONSTRUCT 1012.50 T 1011.00E ,r' y --,� w.. _._.,._. _. ._ _.... ._. . . . -. . ,w, . _.M .. " .,_ z STA. o+Sfi.00 PER SHEET 5 W ., 13.68TC I o 1007.8 14.10 FG 3 3 -'" "� 1010.60FL 17 BLD G F CONSTRUCT STORM DRAIN PIPE 3T.F �. TG ^� S SHEET 18F `1• � s EE s 013. ,�1 � � ,;. .a, � �� off` �� 9 � 5 _. � �. ,. G° 4 , 8.50T.F� G. '` O� '��'`' ' " k . 18 REMOVE EXISTING CHAIN LINK FENCE 10 0 2.5 9.0FC 1014.00TC -� 1.8� G y 2.C i _ ., .,. o e�4 o� � 1 1.5% 013.75TC, `�. ' -- --- ,r p'� ' o 19 CONSTRUCT CONCRETE swALE PER 50FS 1014.34TC 1��5 3 "� - o `� DETAIL 2 ON SHEET 8 1013. 1013.25E16 84F ' ALL 1013. 3 i j �O �p��• �O S ` J I 20 REMOVE EXISTING CONCRETE DRIVEWAY 9 » i i �'' � ....�. .__..__..._.._..._�._.�... _.__..._ �.. . ...,_w ....._........ ,�"'" '� O Oc• J. � ,, � �, , � , ., � _ D CONSTRUCT 6 CONC. CURB AND T I I E B _.m.___. __.._ __.w___ .._ r .. AND GUTTER PER CITY STD. 20O 7", f, ,. 1013.55FG STA. o+50.00 19 �.� .- __m .. _ _.._ 101 50Tw r �4 STA o+ REMOVE STING METE �� .o 0 1 XI WA 22 RELOCATE EXISTING WATER METER 101 ......._..___..__m .._. _... _... w__... ,f �... __ _ .. ? 1010.90 L. �O ,5 ....-- � �� 1�.....,., � � t F' AND AIR VALVE ASSEMBLY O i 1 D08.50T,FTG. . ,, � � �•� � '� ��• � � _._. :�� • � 4 1009.16T.FTG. r;,.,r` r �o �a° q� -�-~ Aok o'� w , - 23 PROTECT EXISTING POWER POLE 101 3.5FG z � ° ��• �� 0 �q� F 24 REMOVE OR REMODEL EXISTING 1.789� HEADWALL PER SHEET 7 n _.............._. .., ._ .,.,. ..,.. . - 1015900BOX � � � 1013.7 •� �� 25 RELOCATE EXISTING CABLE TV PULL 5 r 101 2 FF 2.50' •� 3 "' � "`"� 26 CONSTRUCT 6" CONCRETE CURB AND GUTTER , 1 �"" Ni -150 6 , PER APWA STD. 120-1. b w � 1014*25 . � PAD FSTA. 0+25.00 e ,, �, ►� � � �• f � 1 a 1 7ePA D E L. .� � a�. c �o �ti o �� , 1013.17 TW w - 0 27 CONSTRUCT CONCRETE SIDEWALK PER CITY STD .OFG , ... 1010 �, - 1. 5 �° �� 10, :ooF 400 AND 401 1009.16 T.FTG. ..� .� �� 3 cn 1 13 __ w__ _m.,. w _ . . .. _.. _ oo.00 , 1012.00 9i4Q � ,� f r i, � �,�� N �. � 1 ➢ .SM. M . . F.L w , sTA. 0+1 ��r 1012:5 �k ._ . __ o �o ,�4.5 � w �, 1014 38FS I 1 r 09.1 FTG. CN 1014.3FG rod 1015.23FS 1#' 5FS Q 1.69X .. _.•,,, ° b ! �� F00 TG. PBE 1014.90TC gyp ' Nil 1014.� 1015, g /oX � o 0 4.65E " � •� 1014.47FS � 1p� •Sp 10 �-� 0 40FS 1014. I' �.... 4 ! 1015. . . _. _ . .... 2 G 191g.,l r. W , . ., .... , �� 51 .OLF 3.5�� 101 orc O ��•� 7 TW _ �G �' @ 1.07 - - - 1011.8 0M �' . °� o �� 14.5 q0 0&5�91N . ° 012 501NV �` 4FG F ,.�� °' S 1 1011.'�7-T"FTd 2 �. 2 2 9 48 IN,, RCP M.. • M. ..,�._ _..,... WM k wM o ,N °� - a a 2700 �� (Dd) ., P _ �..��. � � ci S 4 N .. M_..�._ .._�. _., .m �.. i Cn FH PP I oW p A. / I DWY N o a o U, h o, I EX. CONCRETE SIDEWALK �h �h• k , I • 21 DWY �n .r_....,...,.�-,.-. .....w....,....,..... ....�...«,.w.... ....,.«,...,w.l..... - .�...,,_.m.�.,... ,...�..,._.Mm....�..... ..�,..«.»...�,�,�...«. _,.....,,..«..._...,«..�-_....,�,.�,..., �....�...M...,�,m.,, .....,.,�.rw,..»w.w..�. .«...,..�-,..µ....,,. .. _..«.�..,,w.��.M... ..w��,mti.......,.�.m «......... EX. CURB & GUTTER ,. 2 EX. FIRE HYD. L ►. 20 ►� 14 � �� 20 2 TO REMAIN w W'vil 7 .....�... -�-� \�• .,.�. �� fit' � 24 - to � �( �,�, ,.,,„_�.• \Q � I �.._ m. mm -_._. _,._ .._... _�...._ .. w.. ..._ . .„.m. „^' _.M.w ...... _. �._. ,... r.._ _ .. _ .__ . . _.___ .... „w _�__._ . . ,. a _. w .. _ - .m_r o •� ... ..Mw,, _w w _m.. �.M_ _ . µ� . µ�, _,_.�... �,+ _,..._ _ �.. .m.. / W 199. 99 - -- \o -- S-45.., 170. 00 „ S T +0 STA. 1+00 ®� ' " STA. +Op ,._ � �� A. 3 EXe - 450JO5 �o o E 1a89. 85 _ � .... w_.� . � . . _... W.._ . . SS_.S 0 1 E (J8 85 M _ M .,. ___ . _. .... µ� m�.w_ S5, �M,�__. .. .�..... :)_ SS SS X. M.H. STR T SCALE: 1 = 10 �.,. \0\ �a � .._.._...�......,.�._ ... -..,_.r._._.�._.�..-.�. _ �....�...�... ._ �� . .M� - -m. m.. .�. � m m .w,.�_ �� .. � \ .. Q�_.. _ G , c \o \ 10 5 0 10 20 ,. G \0 ._m.m_m.__. o\ GRAPHIC SCALE CONSTRUCTION RECORD DATE BY REVISIONS AGC'D DATE BENCH MARK PREPARED BY: LD-43-128GR SCALE K SRN SEABOARD ENGINEERING CO. Recommended By: Date 740 �?3 CITY CIF TEMECULA DEPARTMENT OF PUBLIC WORKS B.M. NO. J-63 �- `S' C3: 1100 S. BEVERLY DRIVE, STE 201 y Contractor RIVER9DE COUNTY DEMA70N 600-7-� � O No. 13737 LOS ANGELES, CALIFORNIA 90035 C D PnOw. Horizontal u s TEL (310) 277-7337 FAX (310) 277--7339 STANDARD BRASS D15K, STAMPED J__u PRECISE ON MAIN STREET, 100 FEET SOUTH OF AND AI:IM 11E STREET WWw.SE OARD EABOARDENGCO.COM cl-i FROM THE POST OFFICE, AT A HO1EL BUILDROXFORMERLY FIRST 1�,i 1Q" Exp.3-31-2005 - Accepted By : DateZ/Lo 3 3 Inspector NATIONAL BAN( BUILDING), SET VERTICALY IN THE NORTHEAST 2� DEPUTY DIRECTOR OF PUBLIC WORKS GRADING AND DRAINAGE PLAN CONCRETE WALL. 1.5 FEET NORTHIMEST OF THE EAST CORNER OF A ABOVEDOOR�E FIRST CONCRETE STEP, AND ABOUT AT TW EAST CORNER OF TW 25FEET HK�#R Vertical ��'9 CI VI� �\� BY GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS Date Completed THAN THE STREET. �- A��FoQ` _ TEMECULA SENIORS APARTMENTS Sheet of 14 DATE ADJ. 1970 ELEVATION: I0O O51 FEET N.A. C Designed By: M.D. Drawn By: M.D. Checked By. G.K.B. R.C.E. No. . 19744 Exp>�res. 9-30 OS H NF SH nF 10 .,,, WALL B-1 WALL2 J w . _ .. .. w ... __. w _. _ . w - A. 3+84.00 .......1-11-11, 1411-1 -- -_ 1� 237� ,, 1 � 101 0.75FG STA. 3+54.0 STA 4 J�- ,00- 3!�'-1 S 0 P -00-5 35 LI F5 0 1008.00T.W. idb9tt.19 4 .00TW ------997.00TF997.00T.17 61008-OOTW -TG---- 96.1 00�'001N V. M1-32FS998.32T FTG 997-67TFTG I 00to NG 8 INV. 1 STA. 3+26.00 1007MFLx Ie, 17 8 X.43INV.** T 1005-OFL R4 liol1.40FSM, 121o.)OE�1- 1010 75FG 1006.OTW 3+3S5 "J 0 ElSTA 00 4 ... 1006.67T.W.1004.00T COM IRUCTION NOTE&1006.OFG 1002.67T.FTGTn FG998.32T RO , 1002-67T.FTG a - tOl 0.75FG5u /1007" 0 L 101 a CONSTRUCT 6* CONCRETE CURB Al-15 6-KPE.43 Lul V. PER APWA STD. 120-1'b t0 FL10d7.62 CONSTRUCT 7" THK. CONCRETE PAVEMENT rM 7��007 .95TC1004-00T %..7'" PER ARCH'S PLAN IJU/.4bF 010020FS,// -4'\1 007& DEEP 3G '73r 1008.35TC DEEPENED DEEPENEL, ENED 01 l 0 FF CONSTRUCT 4* THK. CONCRETE SIDEWALK 998.32T FT PER ARCH'S PLAN 1010.51007.00fG 1007.85FS FOOTING OOIING 1010.75FS 9 01r,0 FOOTING F 1 0 NSTRUCT RETAINING WALL PER DETAIL STA. 3+13.00 1 075 PAD EL* LULJ CO 4.57.831wv.'0 ON SHEET 10, PER SEPARATE PERMIT 1006.50TW 0.0o, ujcliN a_ 1005-80FL 5 CONSTRUCT 6w SQUARE GRATE BY 998.32 T FTG FL 8 UJ00 10 FT. STORIM DRAIN EASEMEN NDS MODEL 641, COLOR GREEN UJ TO THE CIT* OF TEM-.ECPLAV. 6 CONSTRUCT 6" PVC STORM DRAIN 1006-5,,T. fPIPE,SDR 35, D-3034 0651010.75FG 1 005-0 FG 3 .0 qZ. C:)1001.68 P. R 1009.22TC - 7 CONSTRUCT 8' PVC STORM DRAIN 100 o PIPE,SDR 35, D-3034 TOOFS 17. 8 CONSTRUCT 12" PVC STORM DRAIN ------- PIPE, SDR 3% D-3034 H W CONSTRUCT CLEANOUT PER oLJALL PER� PER DETAIL 5 ON SHEET 8 2 0 LLJSTA. 02. AOTE 1 ON /SHEET 6 b% :2: CONSTRUCT HANDICAPPED RAMP 1011.45FSLLJ PER DETAIL 4 ON SHEET 8 006.50TW < STA., 2+65.00 11 'CONSTRUCT FENCE PER ARCH'S PLAN 998.32 T ,f--TG" 11 009.85TC 11, 50 F ALI1 12CONSTRUCT GATE PER ARCH;S PLAN 5 / 1010.75FG 1006.1 OFL1010.75FG13 CONSTRUCT CONCRETE BOMANITE PAV'T 1010.75 PAD ELPER ARCH'S PLAN 3 CD2 -01V-5F 1010.60FGrQ) 14 CONSTRUCT CONCRETE DRIVEWAY PER &1-01 3 CITY OF TEMECULA STD. 207(A). 101 0.22TC T- I IlkSTA. 2+61/.to N 2.5% W= 24.0'; R=flra' - f50TW W / 10 1 \1�1'50 FF REMOVE EXISTING 60 PIPE FS ( 15' - LL B -1 2.5% NM 16 CONSTRUCT STORM DRAIN PIPE rl� a r.1r^ Cn15 Ll 19,998.32 TG1000.50 G 19 1009.35rL w 01 0.75F F / 10100 \5 PAD EL PER SHEET 5 3 71 TC 1,,A 16 0 , 17 CONSTRUCT STORM DRAIN PIPE -)TA, -.-a C)1009-26TC 1009.21 FS 101 1-02FS 1011-50FS 11 SHEET 6 OTW CP1008. 1009-3573.0% F/1008.7rbFb)/K 1009.211.( 3 0 10.7 51�,(G 18 REMOVE EXISTING CHAIN LINK FENCE 1010.50 TW 11-68FSILI W=4 101 2.2QE '1000.50T.FTG 10 CV1 o/ C) 19 CONSTRUCT CONCRETE SWALE PER .......... C DETAIL 2 ON SHEET 8 STA. 2+56f. 007.01NV. 1009.73T00 a_ (2-- 20 REMOVE EXISTING CONCRETE DRIVEWAY 1009-23FS 4 1 9' 1010- co1 . ....... 00 ��Tc U1AND CONSTRUCT 6" CONC. CURB AND 1001. TG 9 1010,60VL1009.4 F$ 0.50% 1.44% AND GUTTER PER CITY SM. 200 IP/4- 1002.5 N 1.2% 1 STA. 2+25.00 1011.1VSEX.BLOCK WALK 10 1011-60TC -fOl 2.16TCT1 101 6.03TC 1006.55FL 21 REMOVE EXISTING WATER METER BE REMOVED 1010.51 FL 1011-06TC 1011.66FL--""l00935FS 1001.53FS 1011.10FL 22 RELOCATE EXISTING WATER METER WILM,... AND AIR VALVE ASSEMBLY ul) "M 1.2. 1011.401 j 23 PROTECT EXISTING POWER POLE FL 2 001010-53 1010.56FL ..........101 Q,5ZTC a 3.3%.......... Lq 24 REMOVE OR REMODEL EXISTING 2 CN f'012.36TC %L.30 1.25FS 01 HEADWALL PER SHEET 7 1012.5�FSC� 101 2-40TC 012.48FS C) 25 RELOCATE EXISTING CABLE TV PULL BOX ... 1012.61 TCTC1012.20TC 1012.381011.5OFS 01012.11 F1 1011.90FS 1013.05FS 26 CONSTRUCT 6" CONCRETE CURB AND GUTTER101 n. 6FSOL1.70FS 12 OOFS 1 -150(6101 1 A2 r ), PER APWA STD. 120STA. 2+51-00 3 H.P.10 11.2ECw1011-16 TW 0. FS, �-1 61'0.7 OTC 10 1.359 1013.11 FS 27 CONSTRUCT CONCRETE SIDEWALK PER CITY STD -20FS 400 AND 401 1001.16T FTG % . 1010 C> -- 2.40FZ) %7 fm C2,50FG NP L2.44F8,- A 2+00oo 10 1.80TCST 1001.16T FTG 1010.18FL "17 -1 1 �111 1006.8 F.L. 1012-69FS m1007.32+41 1011.36 012-30FSSTA. 10116.38FL 1011-98FS N 00000000�0 C'4 T'01 40TC OT FT 31012.75FG,1 1.5%1 1012.1 OFS 04 4.01011.16 TW X WALL TO 1006-50T FTG 1011.V2TC 1 1012.50FG REMAIN AND u- PROTECTED INPLACE 101 3.20FS �p ,162.2 DFG011.45TC 1011.7BTS Id- .4.0 C N�41011-16TW I1 10.95FS --Nw- 101 1-83TW 1011.28FS 101 2.50FS 101 2.50FG(C"r)041006.5T FTG1006.5T FTG % L, 1012.30FG1 di 2.84Ft.20FS u� 101 Z,5&G101 3.25FS 3.3% ...... 1007.10 F.L. STA. 1+84.00P511-83TW ........g...9�r -."''.L'.'.".L , .."-.-.-'-I.I.�-'111l��'.--l-��--.9--- ---006.50T.FTG101 2.50FS 1013--251011 . .- M F 1 01i*--50FG 19.6FG Cw4 C4STA. 1±79-00- 6 101 *50AD EL 3 (83TW1011.83TW • v-STAI101125 FF 101.2,1, 1+57.00 1006-5T.FTG. 1010.50FG , 10101006.5T.FTG. 101 2�050 PAD EL, C114 0008.50F.L. 1010-5FG 01 1.64TC 161.45TC 1012.50F1009.OFL APOOL DECK AND WALL Cb. 1 1012.70TC Cv "77'101 095FS.50FG101 2.20FS PER ARCH'S PLAN--ql/1008.001NV. 1 1012 41 TC385FL 1011 91F2.82FS, J1011�QTC 1.8 0 1012.7OFb 1 3.20F!��STA. 1+50.00 101 1011011.83 TW 1011. FS 3.28% 1011.8 101 2.50FIG101 5-25TW TC[l 5_ 19 1015-25TW Cn92.0 T011.83TW �FW 'S SCALE: 1 10' 101 2.96FS 1012 1 2.90F%T ASH ENCL. 011.401C 6.44" , 01 2.60FL -20FL1006.5T.FTG. I w 01 2-50FL 10 5 0 10 20 4^41006.50T.FTG. 11-70F 4u��i 1.0% 9 �3% ...1009-86FG 1011.IVFL GRAPHIC SCALE MATCH LINESEE SHEET 3 CONSTRUCTION RECORD DATE BY REVI SION S ,, ACC'D DATE BENCH MARK PPLEPARED BY: LDR-03-Y, SEA-fMA.IRDSCALE S DEPARTMENT OF PUBLIC WORKS B.M.NO. J-63 1100 S. BEVERLY DRIVE, TE 201 RecommendedBy: Date .3 CITY OF TEMEULARIVERSIDECOWrY DEMAYION W-7-66 LOS ANGELES, CALIFORNIA 90035 Contwor DESCRIPTION: Horizontal No. 13737 TEL. (310) 277-7337 FAX (310) 277-7339STANDARD BRA DW STAMPED J-63 WWSE OArOSEABOARDENGCO.COMPRECISE ON MAIN STREET, 100 FEET S" OF NO AW0 7W SINEI FROM THE POST OFFICE. AT A H01EL BLI11.11ING(FOI&MY FIRST IFF 101F Exp.3-31-2005 Accepted By Date . -14rZa0, 00Tc T I 98 L 9 OF v Inspector NATIONAL SAW SULDING). SET VR11CALY IN M NOTMAST GRADING AND DRAINAGE PLAN CONCRETE WALI, 1.5 FEET NORTHWEST OF THE EAST CORNER OF A BY DEPUTY DIRECTOR OF PUBLIC WORKS DOOR COMN AT THE EAST CORNER OF W 1XIII-DING, 2.3 FEET R.C.E. TEMECULA SENIORS APARTMENTS ABOVE THE FIRST CD STEP, NO ABOUT 2.5 FEET H10a Vertical �G52!GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS3 Date Completed THAN 7HE STREET. CIVI Designed By: M.D. R.C.E. No. : 19744 Expires: 9-30-05 Sheet of 1 0 DATE AD%L 1970 ELEVATION: 1005.651 FEET N.A. CALIFI Drawn By: M.D. Checked By: G.K.B. 4=7-7 N.......... ............ Fv L T ............... ...............2 ------------=.............. ---------- ..........71 ....... t t ......... iL-JL- --No..................... .......... ........ .......... ----------4 ....... —--------.............. -----------A-1, ED --p R ER- )W .......... ----------------13+ 00- 00 12+ 00. 00 10+ 00. 00 1,+ OD. 0 Q"%17 (R4) 44�'30 55 E 125.00 J0.op------ SEE SHEET 6 an* / 1 L snob *4kb Mama V r ails 1,c) X W66 CONSTRUCTION NOTES H.R 43% CONSTRUCT TRANS11ION STRUCTURE PER A.P.W.A. SM. 3�91 C: lMODIFIED PER DETAIL 1 ON SHEET 7 AND CONSTRUCT C— �j u ul MANHOLE SHAFT PER APWA SM. 323-1 AS SHOM ON SHEI r t L C/)Fr-1 D2 — UCTURE PER APWA SM. 2 C/) L7' D=54 B=24",C=3',T=6" SEE DETAIL 3 ON SHEET 9 F7 T UCTURE PER APW'A S'TD. 132-1, ( !�'SE* 'I ul 3 SEE DETAIL 24 ON SHEET 9 CONSTRUCT 54" DIA. R.C.P. , DL 2500 PER PIPF-,' BEDD11,11C., 111:77AI , I 4 IV. 4375% a Lw LIF *2M CONSTRUCT OUTLET STRUCTURE PER DETAIL 2 ON SHFIET MOM=,- 7-7,(3� PP t +F Cn IlCL '10111116 0 C1 2 9 Amf 44*26'53 4 R* 45.00' 1 L=� 34.91 P 7/1 in T............. 'Ile VEEPW to rim Two v 2.41 LOPE tox A I 44 JO,55-�JQ 0 12.002 ........... ................ SCALE: 1 20' 20 10 0 20 40 SEEM_.........tit TWO STORY GRAPHIC SCALE APARTMENT BUILDING CONSTRUCTION RECORD DATE BY R E V I S I 0 N S ACC'D DATE R.M. NO. J-w BENCH MARK SCALE PREPARED BY: SEABOARD ENGINEERING CO. LD03128GR RIVERSIDE COUWY DENKA701 SM-7-0 1 1 00 S. BEVERLY DRIVE, STE 201 Recommended By Date 74PA? CITY OF TEMECULA DEPARTMENT OF PUBLIC' WORE'.Contractot DESMP71ON: Horizontal LOS ANGELES, CALIFORNIA 90035 STMDARD 00 DISK STAIFED 443 No. 13737 TEL. (310) 277-7337 FAX (310) 277-7339 ON MAIN STREET, 100 FEET SOUTH OF AM AMM W SIKEII RDENOCO.COM STORM DRAIN PLAN h=tor FROM THE POST WM AT A HOTEL WILDRODWXY MST 111=20ft Exp. 3-31-2005 5 NATIONALBANK BULDING1 SET VERMICALY IN THE NORTHEAST Accepted By : Date CONCRETE WALL, 1.5 MET NORTHWEST'aF THE EAST COMa OF A -///&;;/0 5 TEMECULA SENIORS APARTMENTS DOOR COLUMNATTHE EAST CORIIIER OF THE WLDK 23 FEET BY DEPUTY DIRECTOR OF PUBLIC WORKS Date Cowleted QM THE RRST CONCRETE STEP, AM MWT 2.5 FEET HIGHER Vertical GEORGE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. THAN THE STREET. civ LINE A ' '00 DATE ADJ. 1970 ELEVA70 10MG51 FEET N.A. C Designed By: M.D. rawn By: M.D. Checked By: G.K.B. R.C.E. No. : .1 9744 Expires: 9-30-05 of' '10 BACKFILL WITH SANDY OR GRANULAR .... ................�:::T MATERIAL WITH THE UPPER 24" INCHES OF SOIL COMPACTED TO 95%7 6 MI 24" DIA. DL2000* OR 54" DL2000 ----------:- ----------CONCRETE BACKFILL 450-C-2000 -----------ADJUSTMENT ....... .......1* SAND FOR GRADE 00 ------.............. - --------- ........SURFACE 'Al UR BEDDING SHALL BE CONCRETE ...........AND SHALL 13E 12 HOURS OLD STORM DRAIN BEFORE PIPE IS LAID TYPICAL PIPE BEDDING AND BACKFILL N.T.S. .......2:1 SLOPE ............- ----------MAX ----------'T DETAIL 2 ON SHT. 8 ..............1 4 02 4" 0.C. ----------tOTH WAYS 12 47 00 #4 024" 0.C. ------- ....................... ............ ...............OU-) --KU#5 0 8" O.C. ------------MANHOLE FRAME ............ ----—--t A.1 U I I^ 14..................... .............. ..........APWA #630-2 —AT CONTRACTOR'S OPTION, -------2 STEM WALL CAN BE 4 0 12"O.C. T__12" THK. CONCRETE BLOCK ...... tw_,_90TH WAYS BAR CONCRETE PER 560-C-3250 7Z_ ---------------- ----- ------- Z Z:Tz APWA #31 0 WITH PROTECTION 4 .12 10" 13+ 00. 00 12+ 00. 00 11 + 00. 00 10+ 00. 00 30—2"#4 0 12"O.C. 45*30 01 E 170.00 (Dd)It 04 Cq I L I12" #5 0 8 0.C.HEADWALL APPROXIMATE LIMIT LINE PROPOSED FUTURE Top OF�, 7hE WE� MODIFIED CATCH BASIN DETAIL N.T.S. TOE OF SLOPE LAJ STk 3+8&oo I.... ....................7 7 ..............CONSTRUCTION NOTES; LINE B 7 ..............ICONSTRUCT CATCH BASIN PER APWA STD. 300-2, MODIFIED PER DETAIL HEREON 1 O' WIDE STORM DRAIN EASEMENT .. ........ ......D2 — . 331-2 ......." WALL BI D=54 B=24",C=,3',T=6" PER DETAIL 3 ON SHEET 9 11 .-WALL. ........M: 3+64,00 5T& 3+54,)O—_ 10moo S 4-----------CONSTRUCT JUNC71ON STRUCTURE PER APWA STD. 332-1 CASE 1 STk 3+ 35 PER DETAIL 4 ON SHEET 9 (R4Y' ....... ... STk 3+X00 S ...... .......5 TA(i)— CONSTRUCT 24" DIA. R.C.P. DL 2500,, PER PIPE BEDDING DETAIL HEREON 771........ STA.1 0+00 LINE B ITIA A w IA I D d-PWE DUMED FELIX VALDEZ fnKNED E I 1050 SIN W= 3 PER APWA 302-2 PER DETAIL 3 ON SHT. 7 STk 3+ti(o)o....Ar WITH TRAFFIC GRATING AND MONOLITHIC CONNECTION FOR PIPES PER ROAD �J L 1%D*75 WAD EL 7------ 0% T. 99 , ft i I APWA STD. 308-1. INSTALL FOSSIL FILTER WITH SILT BASIN. FT Aq- .... ......igs f0h FF. 74 ru j"I 9�A. 3 0\M0,75 PAD T, 99&32, T. low 0 2+6& - imam:7 0 STk 2+ 1+ , - C41 3 10+ 10%,77f S _19 LL 8 SCALE: z5X 1 20# %'IMI�50 FF '20 10 0 20 40 15 Pv/101(x I(0 I C 6)�6 rruw TA. 2+ F-GRAPHIC SCALE CONSTRUCTION RECORD DATE BY R E V I S I 0 N S ACC'D DATE BENCH MARK PUPAUD BY: SEABOARD ENGINEERING CO.B.M.NO. �-63 SCALE 1 1 00 S. BEVERLY DRIVE, STE 201 Recommended By: Date -7//,/,,a CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RIVERWE COWTY DEMATION 000-7-M Contractor DESCRIPTION: Horizontal LOS ANGELES, CALIFORNIA 90035 STANDARD BRASS MA STAMM) 4-0 No. 13737 TEL (310) 277-7337 FAX (310) 277-7339 ON MAIN STRUT. 100 FEET SOLM OF AND ACROW M S ME F1 WWSEA OAR OSEABOARDENGCO.COM STORM DRAIN PLAN bspector FROM THE POST OITICE. AT A HOTEL WU*KXF0MXY nW 1 =20 Exp. 3-31-2005 4w ?- - �� 6 NATIONAL BANK BUUM),SET VM11CALY IN THE NORTHEAST Accepted By : Date CONCRETE WAU. 1.5 FUT NOMWST OF M EAST aR*R 01 A TEMECULA SENIORS APARTMENTS DOOR allM AT THE EAST CORNER OF THE WLDK 2.3 FEET BY DEPUTY DIRECTOR OF PUBLIC WORKS Date Completed ABOVE THE FIRST CONCREM STEP, AND ABWT 2.5 FEU HIGHER Vertical (GEORbE-K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. THAN THE STREET. C/vl LINE B DATE ADJ. 1970 ELEVATION: IM&M FM N.A. Designed By: M.D. Drawm By: M.D. Checked By: G.K.B. R.C.E. No. : 19744 Expires: 9-30-05 t ,'5he of 'I 0 5 M 71N<.", III #4 012" BOTH WAYS 3' THK REMOVE EX. HEADWALL B R.. RIPRAP co 6" CHAMFER WITH 36" DIA. EQ. STONE NOTES- DOWEL(TYP.I� OIJRg 1. WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED 1r7 SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP SLAB OF THE BASIN MAY BE „ POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY USING T'HE SAME CLASS IS Wil I I PROVIDED WITH A WEAKENED PLANE OR A 23 mm(I-) DEEP SAWCUT CONTINUOUSLY AROUND OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE 5�4 / I�IR 1 I THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH I I I OF THE SIDEWALK, SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN SLOPE, GRADE, A COLOR, FINISH. AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THED A w y BASIN. Il /I =!, I. fi» 6» 1 I 1 I 2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS. AND SHALL NOT 8E I I I TER SUPPORT SHAPED BY PLASTERING. :Saw zlo, 0* -4 I I •- TWLTIPLE S. ONE GRATING IS REQUIRED UNLESS OTHERWISE SHOWN ON THE PROJECT PLAN. f 1!M• 00 nwr 1 0.50 (��« I I I I 4, FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL AND LATERAL SLOPE OF 1*12 MINIMUM AND I:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE: EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE STALL 54 DIA. R.C.P. SA AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET. �-, ' , I ME:.. SECTION B-13 I I �, !�. DIMENSIONS: I ( I I V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF FLOW LINE DOWEL DETAILV • THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF TH S�, I I THE CATCH BASIN AT THE OUTLET = 1.35 mt4.5'). u E CURB AND THE INVERT AT / s `�/ 1 TRASH RACK PER At I I Srag III r ?A OF NOTETHE TREAM 4. BUT SHALL NOT BE L OF THE ESSND SMALL BE THAN CURB FACE PLUS 300 mm 12REQUIREMENTS 7 fx B 3 RADIUS APWA 361-0 AND _ I �. VI ■ THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF x ^^ �+ C p BCGRINB �� LWATIOM TIE THE INLET, NOTED ON THE PROJECT PLANS. INSTALL �X �,�7/ IV DET• 6 ON SHT. 8 LINE y1 �� H • NOTED ON THE PROJECT PLANS. W ■ 900 mm(2'-II 3/8") FOR ONE GRATING ADD 1051 mm13'-3 3/60) FOR EACH ADDITIONAL _ GRATING. M.H. , "� PLAN VIEW $ MAT A • THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE $ BARRELED OUTLET AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. � ` u OPTIONAL WALL �A 6. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- FIED. THE CONNECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. P.C.C. LASS -C- 2 0 WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALLPLAN INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND 'TRIMMED AT A STRUCTURAL DATA SKEW NECESSARY TO INSURE MINIMUM 90 mm(31 PIPE EMBEDMENT, ALL AROUND. WITHIN WALL AND SLAB DIMENSIONS AND THE CATCH BASIN WALL, AND 75 mm(3•) RADIUS OF ROUNDING OF STRUCTURE CONCRETE, ALL INSTALL TRANSITION STRUCTURE \��\\�/\\��\\ \�\\ \ FACE J�LATE STREET TTER aR AROUND, ADJACENT TO PIPE ENDS, A MONOLITHIC CATCH BASIN CONNECTION SHALL BE USED ;�/ R AESEMlLY'� LOCAL ESS10N REINFORCEMENT REQUIREMENTS TO JOIN THE: CONNECTOR PIPE TO THE CATCH BASIN WHENEVER ANGLE "A• I'S LESS THAN 70 ar[( DEGREES OR GREATER THAN 110 DEGREES. OR WHENEVER THE CONNECTOR P113E IS LOCATED 5 ,Nw •)R \ 640 wla'-1 1/2q !f I/{�� 40. OF MAXIMUM t REINFORCEMENT FOR I5 A CORNER. THE OPTIONAL P MONOLITHIC USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE: ORATES V WALLS AND SLAAg CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- NOTE.- DETAIL A p TING STANDARD LENGTHS OF PIPE. FOUNDATION PREPARATION: r + FRAME ANC 1-a 1.2 M(4') 150 mw11B•) 7. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. •� r ORATINQ 1-2 a.4 Will 200 mmlS-1 NOT REOUIRED THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM � CONTRACTOR HAS AN OPTION TO LEAVE THE HEADWALL IN PLACE GRATING, STEPS SHALL BE SPACED 300 mm(12•) APART. THE TOP STEP SHALL BE ITS mm (1'") A MINIMUM OF 6 GRAVEL BASE MATERIAL SHALL BE PLACED AND SHALL BE WITHIN PLUS OR Fla 1-2 3.D n$10'1 2a0 mnN10•) BELOW THE TOP TO THE GRATING AND PROJECT 65 mm(2 1/2•). ALL OTHER '.STEPS SHALL AND POUR CONCRETE ADHESIVE ON THE FACE OF THE WALL PRIOR " E INSTALLED 'r ..1 1-2 3.5"girl 250 wall REQUIRED PROJECT 130 mm(5'1. TO CONSTRUCTING NEW MANHOLE. DOWELS SHALL B MINUS 0.1 FOOT OF PLAN GRADE MEASURE PERPENDICULAR TO THE SLOPE. • 4•llw _ � �� E NTER SUP- 3-4 1.2 m(4) ISO mWill) S. DOWELS ARE REOUIRED AT EACH CORNER AND AT 2.1 m(7•) ON CENTER (MAXIMUM) ALONG THE BY DRILLING INTO EXISTING MANHOLE, 1" DIA. AND EXPDXIED o «1/2')pEAR�' P+IIT iDR NbT REQUIRED BACKWALL. VLTES C ° 3-4 .4 m(7") 200 mmis'► 9. THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: 3-4 2.4 mts'1 ado mmis•1 4 ® 12' O.C. X 6" LONG. AND SHALL EMBEDDED THE DOWELS INTO SEE DETAIL A �7 STONE SHALL BE CAREFULLY KEYED AND SET TO FORMA STABLE LAYER OF RIPRAP. PLACEMENT (;,( REou,RED 308 MONOLITHIC CATCH BASIN CONNECTION 3-4 3.5 ril 250 will a•) 309 CATCH BASIN REINFORCEMENT SHALL START AT THE BOTTOM OF THE SLOPE AND WORK UPWARD. STONE SHALL NOT BE DUMPED I TiQNAL , 1 310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR NEW MANHOLE WALL 12' DEEP. - �gp�30E 5 1.2 m(4*) 130 mmis•) 311 FRAME AND GRATING FOR CATCH BASINS �. FROM HEIGHTS GREATER THAN ONE STONE DIAMETER NOR PLACEMENT METHODS THAT MAY CAUSE NOT REQUIRED_ 635 STEEL STEP 636 s-s 1.e GIs) aao I�mle•1 TEP MISPLACEMENT OF STONE. I t 44 'J4.1 _ t 5-6 2.4 mis•) 200 owl 10. DIMENSIONS YSHOWN ON THIS PLPROPYLENE AN SFOR METRIC AND ENGLISH UNITS ARE NOT EXACT EQUAL 5-4 3.5 m112•) 250 mmllp) VALUES. IF METRIC VALUES ARE USED, ALL VALUES USED FOR CONSTRUCTION SHALL BE CONSTRUCT TRANSITION OVIDE WEEP HOLES �[ METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY BE SUBSTITUTE STRUCTURE PER A.P.W.A. ® 8' O.C. STONE FOR RIPRAP SHALL BE PLACED IN A MANNER WHICH WILL PRODUCE A REASONABLY GOWAT ROUGHEN- CONNECTOR PIPCIATGIR '4 La�n14') 150 mrnlli"! REQUIRu FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION.� J01NT(TYP.) BASIN CONNECTION ,g 24 rol 200 mm(«•) SHALL BE ENGLISH UNITS. STD. 340-1 AND MANHOLE SECnON A-A WELL-GRADED MASS OF STONE WITH A MINIMUM PRACTICABLE PERCENTAGE OF VOIDS. THE SECTION A-A '• 3•5 fill 250^wKIO•) SHAFT PER APWA STD. 323-1 RIPRAP NOTES: ENTIRE MASS OF STONE SHALL BE PLACED IN CONFORMANCE WITH THE LINES, GRADES, AND EXISTING 48" DIA. THICKNESS SHOWN ON PLANS. RIPRAP SHALL BE PLACED TO ITS FULL COURSE THICKNESS IN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STORM DRAIN ELEV.R= SEE PLAN STONEWORK SHALL CONFORM TO THE STD. SPECIFICATIONS OF A.P.W..A. ONE OPERATION AND IN A MANNER TO AVOID DISPLACING THE UNDERLYING MATERIAL. PRO�AMMYECslTMi CURB OPENING CATCH BASIN STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN ELEV S = SEE PLAN �E�alC .. METRIC METRIC D 1= NONE STONES SHALL BE ANGULAR AND THE GRREATEST DIMENSION OF EACH PIECE SHALL NOT I�+ WITH GRATINGS 302 -2 CURB OPENING CATCH BASIN WITH GRATING(S) 302 - 2 BE GREATER THAN THREE TIMES THAN THE THICKNESS. "l"1°' UBE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORI(B OONBTRUC ON SHEET t OF 2 SHEET 2 OF 2 REMOVE INTERFERING PORTION OF D2=54" MAXIMUM SIDE SLOPE GRADIENT IS 3: 1. EXISTING HEADWALL AND CONSTRUCT STONES SHALL BE SOUND, DURABLE,HARD, RESISTANT TO ABRASION AND FREE FROM LAMINATIONS, B= 4$ WEAK PLANES AND UNDESIRABLE WEATHERING. IT SHALL NOT DISINTEGRATE FROM THE AIR, WATER TRANSITION STRUCTURE SPUR WITH C=5' ,4" OR FROM HANDLING AND PLACING. IT SHALL BE CLEAN AND FREE FROM DELETERIOUS MATERIALS, TERMINATE THE TRANSVERSE DIMENSION OF RIPRAP 10' FROM THE TOE OF SLOPE. 6" PIPE EMBEDMENT INTO EX. PIPE. L=9' SUCH AS ALKALI,SOIL, CLAY AND OTHER REFUSE OR COATINGS. STONES FOR RIPRAP SHALL BE QUARRY STONE. FINISH EXPOSED SURFACE OF CONCRETE NTH WOOD FLOAT. Rli RANSITION STRUCTURE DETAIL DETAIL 1 OUTLET STRUCTURE DETAIL DETAIL 2 CATCH BASIN DETAIL DETAIL 3 CONSTRUCT 6" CONCRETE CURB , 1-150(6) " PER APWA STD. 120-1. r 2 CONSTRUCT T THK. CONCRETE PAVEMENT ' PER ARCH'S PLAN - 3 CONSTRUCT 4 THK. CONCRETE SIDEWALK �� w PER ARCH'S PLAN �, '" 4 CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 9 PER SEPARATE t'ERM R: -- 5 CONSTRUCT 7" SQUARE GRATE BY Q `' _........ ..rv__ __... _.. NDS MODEL 773, COLOR GREEN �, ( ,, ,; ' g CONSTRUCT 6 PVC STORM DRAIN ,� `L , ,. �, C - -- � " PIPE,SDR 35, D-3034 N ` , TOE OF SLOPE �.�. CONSTROCT QUIET' ST C UR -�" - 7 CONSTRUCT 8 PVC STORM DRAIN ,F / ," f' O PIPE,SDR 35, D-3034 SCALE: 1" - 10' / ,' DO".,,� PER ,DETA1,L HE•REO - ,, I g CONSTRUCT 12" PVC STORM DRAIN / -'° , '° 20 PIPE, SDR 35„ D--3034 GRAPHIC SCALE ' CONSTRUCT CLEANOUT PER ✓r , '' -' . ' 9 A, - o 997.00 F PER DETAIL 5 ON SHEET 1041 r' " 10 CONSTRUCT HANDICAPPED RAMP ;o II ^^ ,' ,- ,` ,- ��'` v O O v , �\ PER DETAIL 4 ON SHEET 11 ^ I ,f f' A. 3+88.0 r � STA. o 11 CONSTRUCT FENCE PER ARCH'S PLAN 0 '� '� -� -'' TW 10.32 TW 1 CONSTRUCT GATE PER ARCH;S PLAN / � 997.00FL 996.0 T.FTG 100� � 2 65T FTG CONSTRUCT CONCRETE BOMANITE PAV'T '� ' � ,\ 13 � r� � o� r, 19 � I . •\ �\\ PER ARCH'S PLAN ,, �- / ,f ,' f \ CONCRETE 14 CONSTRUCT CONCRETE DRIVEWAY PER ,-- / y ° ` "' F "'o EX CI CITY of TEMECULA STD. 207(A). �... F B \ W- 24.0'; R-5' ,� / -' O ;,, j 00 15 REMOVE EXISTING 6" PIPE N n .. \ 16 CONSTRUCT STORM DRAIN PIPE r �. SLR PNIAX. � PER SHEET 5 \ 17 CONSTRUCT STORM DRAIN""PIPE. .. �- """r ,:. _. .� ° �005 YVALL A SHEET 6 F PLAIN ELEV. REMOVE EXISTING°CHAIN LINK FENCE ..�"�� / � � �' � � � ` I; ,- EX. BLOCK \ ,�, / TA. 4+54.�� l � � WALL r4 E \ CONSTRUCT CONCRETE SCALE PER 19 \ DETAIL 2 ON tHEET 10 f 998 OT W. _ " , '' PROTECTED jnf\ \ \ ,, \ \ -- •,� __ °, PLAICE \ .995.00T.FTG - �- 20 CONSTRUCT i'X 6' RIPRAP PAD WITH `998.ONG MIN. 12' DIIl' ROCK EMBEDDED 4" INTO r f ~ r ° 6 THK. RIPRAP CONCRETE PAD dK _.. .ram w.. _....... �. r _... B-1 WALL ��'' .. 2 ..._. l rw. STA. 3+84.00 t� 5 STA. . + 4.0 STA ._.. _. 23 .40 � w 35 LF -�- _ 5 1 OOS.00T.W. � . 19 04.00TW 00TFT 997. ....�... 1008.00TW ,,, 997.00T.FTG- u _ . �._ 000,001N ��0. 2 32T 997.67T�T'G tOO1.0 NG 998. FTG - - .. � STA. 3+ 1005. 1 O07 F .�` - .. ._...._ �. � 9 .1 INV. 1 11.32FS .�0 26.00 .0� L 997.67TFT _. / 100, 1010.75FG 997 43 I. a - �- M Ja1 w. .� .. __ _ -:- �, � 0 1 OF r 1�011.40FS r 1 STA. 3+3 O _- _w ,I . OTW 1 Bloom . ; .67T.W. I O��.OFG :__ � - -- O.00FG� 02.fi 7T.FTG . 1oos.oFG 998.32TX J _ . �.� . ., � _ � 0 1002 s T FTG TOOT. OT ,- __. - � o 5 �� - + 0 FL o07. ?10 - 110 �5F OT .1 5FS a. .r- 00 . . I � 007.95TC �0/4/ _ rrrrrrr 1 n07 4..51 - • Ann� rn MATCH LINE SEE SHEET 4 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK PPAD gY' K• � SEABOARD ENGINEERING CO. ITV F TEME LA LD-o3•-xz��FiSCALE CU DEPARTMENT OF PUBLIC WORKS Ny 1100 S. BEVERLY DRIVE, STE 201 Recommended By: Date ?!�/(� LOS ANGELES, CALIFORNIA 90035 COnhdor Horizontal w No. 13737 � TEL. (310) 277-73 7 FAX (310) 277-7339 F7 s WWW.SEA ARDISEABOARDENGCO.COM PRECISE 7 SEE SHEET 1 Exp. 3-31-2005 Accepted By : Date 7 © 03 DEPUTY DIRECTOR OF PUBLIC WORKS GRADING AND DRAINAGE PLAN Date Completed Vertical s�q Ci v ii �,`�`Inspedor BY GEOR E K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. �• �F� DETAILS �F CAL Designed By: M.D. Drawn By: M.D. Checked BExpires: 9-30-05 Sheet of V)G.K.B. R.C.E.R•C.E. No. . 19744 p tltlll 1 WELDED ON jjA i _ 011 r • O T C 11I ;L , j µ 1�/ A fit�k A�� S {?'y1'1'4U11 � , �s S T AR: FM}AA! 3 x ev T,Yp NE00'3AI' i 1 NO•r j r ell . .. 8l,E.f G11'.j> �XYN U, Li.U QX ' O POINT' • ,� „� �X I. MAXIMUM SIZE of OUTLET To BE USED WITH THIS RACK IS 4a VEHICULAR TRAVELLED WA CONCRETE SHALL BE CLASS THE RA0;A1 � { �t�a; .: k OUT OF VEH CULA TR D Y5 x. PIP 0 WI MAXIMUM LENGTH RACK E R 48 DE RCB MA TH OF RA L IS 10'•-Or. — + � . R 52o A-2500 WITH MAX. 14 ►T« Silt` ,x A# r•-" � t�1 1�111�,� ,��, -z. CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK !S ACCESS FRAME AND COVER TO BE SLUMP OF 3 Iq, �°--off ALL--W--�� f. ,. •, >: >..: ,,,,, r; ,..,,,r.�;., .., �, ."''• . IrMESC►(Mr1T, „ PROXIMATELY 2 HORIZONTAL TO I VERTICAL. r r; TYP, PRECAST CONCRETE. ':: 7 g'12-q, 6 MIN. .:: twxx. +, ,I W — 3. THE CONCRETE SUPPORT IS NOT NECESSARY IF 1 (MIN.) w 4TYP,f ,,r t>s S!r, yi x EXISTING OR ^r C�AL : . k a PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF " t a1 PRECAST UNIT FOR :" a,. K►r. s,',; w q ELIMINATE THE NEED FOR A CUTOFF WALL BUT 4 PIP 1 ... CAN BE I INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR 3 PRECAST UNITS FOR 6 PPE i, ....,.� "� Tr"� '"" INSTALLATION. .2,�..- T ir INN 4- GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. IN VEHICULAR TRAVELLED WAYS S�r+wwrrc,ra: F �., LVALLQY OR ,'.,. ... ___I"- .._. '• 9 FIELD WELDS ARE NECESSARY. USE GALVICON GA L3H. • Aeox r ; AGENCY APPROVEDoCOATING. ACCESS FRAME AND COVER TO BE •- CAST IRON M •. L BOLTS SHALL BE11/t' IN DIAMETER AND 7r IN LENGTH. ON ' JET. (s1♦.21 ..I +gyp tw:,.,... REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS _ {?1�1T f Lar"T El>< y,:,.:; BSLT•1 STEEL BOLTS AND NUTS. FOR WINGWALL DOLTS FOR CASE A, ° N . , rK TOR y ■SA. .::' ; n I� M,1*LOW EgUIY�tT I TI HI TI AMCa t+t1 -4 1:Xt3 ul M§.3'r OIt::.' r KW�K BOLT OR EOUIVALEN WHERE HEADWALL pT CAN BE USED WINGWALL . Ir � * , � 4i81E4]1r�Mlt. T.R+�,... X S N L G •r f� T*0. 101I'WA;I.. � ' Q WE I�Ire•+p SoT Ate ter, rrr 'snr� Ste,t : jw. .rig. �R u�TAi AS SEINER LINE s. . tt.,, ia° r axTlto� P.V.C.PVCPIPE Omit.LAN . , ;g S C+-+C.JIB��•:' � S N. """` �. _ AILS 5 PF .. • Lum 11� v ,5 CONCRETE SHALL BE CLASS z .. "" NnA ski " ''a • % 420—C-200 WITH MAX, B M tJ. pLwTAtI,' _ ;. •� .G .....::Y.rUpP�A�7 ; � aR••- f SLUMP .. ,. N — ELEYAI-01 a AGAINST UNDISTURBED EARTH.�TAttrsH � ui SrCTIM � N 'PION A I "�H.21 0A4 W 4 .... ;^� zl a aeA .: .....� .:: 1 / MAlA. s ..' .. '. TILE CAP •, T r , WITH M I Sr �lZl MORTAR st VARIES WITH z r r I tow I L * "1r, i x s PIPE SIZES tmaR»r •� ;; + auralx�r r �y G.,:1� L:'_*FM--1 .1 et..rr ..... .. j �1 lorl ZTYP,1 �r�rION r artTTnu F A ACE BTAB x C � ' r - HREMOVABLE PORTIOR EVATIN N A ASSOCIATION-SOUTHERN CALIFORIM CHA "sr w.dw AM�A11D �jeFi-Wtlb1Uo-JC-6fi+•�irw'dLa.ba--F.r.C}w+WG r:i':m AMEW : ; ^e.-I - Ae s A A N " 361 0TRASH RACK (INCLINED) 3�a NOT TO SCALE C ( E0T AASN TRASH RACK (1NCLINEO) 361 >eR �11 � R4i 1f3T. t7Mk �llx4 TRASH RACK DETAIL 6 STORM DRAIN CLEANOUT , 5 1/2" RADIUS ON ALL 2 REBAR CONTINUOUS 3/4• THRU. EXPANSION JOINT OUTSIDE CORNERS PLANTER -- REFER TO 1/4" TACK COAT CONIC. 6" 6" LANDSCAPE DWGS. .� SURFACES IN CONTACT WITH A.C. PAVING _z NOTE: 2 GR KM DETAIL sIDEMIALK CONCRETE N FOR ADDITIONAL INFORMATION MAX. PAVING (o ,..� :. !' SEE ARCHITECTURAL DRAWINGS //% >~ TYPE "C" N _z SEE SPECS. 2 ASPHALT -- LATEX s�RES RESISTANT' N 4 4 ° I I I I I III I I I I I W FINISH =1 I 1 ( I F�d II 1F ,� EMULSION JOINT SEALER oil N O // z a r 3 W * • • . UNLESS OTHERWISE SPECIFIED w I 1 I ( • ' • •• �// SEE DETAIL r r � i III— ,• A. r _ COMPACTED SUBGRADE `/ ► /�� • • • • . • 1 12 an 1 12 J =1 I I 11T =1 I ( I I / �� HEREON a.33x 8.33 x PER SOILS REPORT /// •• • /�� I i III=--A III III {{ I i 11 I III III III III 1 CL 2soo CONCRETE /�� • •• • I I 0" LIP e" PCC CURB -III 111 , 111 III ( II_ il i/� � 6„ X 6 X 10 GAGE W.W.M. 3/4" X 2 1/2" 6.01 If w e.0' / III „ BUILDING WALL III PREMOLDED Its � � �M�DIUS�Wrr�H4.OSM�00T�H OR RETAINING WALL BITUMINOUS 1. SACK FINISH ALL VERTICAL CONC. SURFACES SMOOTH. ALL FLAT WORK / WALKING III SURFACES SHALL HAVE A NON-SLIP MEDIUM BROOM FINISH PER SPECS. = TROWELED SIDES AS APPLIES III 2. INSTALL 1/2" FIBER EXPANSION JOINTS IN ALL CURBS AT 25' O.C. MAX., AT ALL III JOINT FILLER CURVES, TANGENTS, AND CORNERS. ' 3. REBAR SHALL BE CONT. THRU ALL EXPANSION JOINTS IN CURBS. III 4. CONCRETE CURB SPEARATING PAVEMENT AND LANDSCAPE AREAS SHOULD EXTEND AT LEAST 6" (IN.) BELOW SUBGRADE SURFACES. 5. ALL CONCRETE CURBING TO HAVE 4" MIN. AGGREGATE BASE UNDER CURB, COMPACTED AT 95% ROUGH GRADING PLAN MODIFIED PCC CURB AT PLANTER 12" _ SWALE GUTTER 2 JOINT SEAL DETAIL 3 HANDICAPPED RAMP 4. PREPARED BY: _- CONSTRUCTION RECORD DATE BY R E V I S I O N S ACCD DA BENCH MARK SEABOARD ENGINEERING CO. SCALE K• R Recommended BCITY OF TEMECULA !LD 03-128GR s,M,NIJ:,�a3 -q� 1100 S. BEVERLY DRIVE, STE 201 y 7 ia/ O�TM MWATM�7-�!d Horizontal "N� LOS ANGELES, CALIFORNIA 90035 wswnSTMDAM BRIGS M STMM J-0 No. 13737 TEL. (310) 277-7337 FAX (310) 277-7339 ON FROM �T' AT H"� "WXY"M AS NOTED ►• ABOARDENGCO.COM Accepted B : Date 71100..3 ECTIONS AND DETAILS 8 NATIONAL BANK BISIDNG SET 11ERTICALY IN THE NORTHEAST Exp. 3-31—ZOOS eP � CONCRETE:WALL, 1.5 FEET NORTHWEST OF THE EAST CORNER OF A BY DEPUTY DIRECTOR OF PUBLIC WORK Bo ECOLUMN THE OE EAST CORNER RETE AND «,T ' 2. R Vertical ` �`� GE GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. TEMECULA SENIORS APARTMENTS THAN THE STREET. '9�. CI V 1 DATE ADJ. 197'0 EEVA704: JOW611 FEET N.A. CA,I--�FC� Designed By: M.D. Dawn By: M.D. checked By: G.K.B. R.C.E. No. : 19744 Expires: 9-30-05 Sheet of 10 i = ? �+ Cc m NOT[ 4. MAIN LINE RCP OR E ♦ REINFORCED MONOLITHIC I. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER 150 mm F 150 mm v W ARCH, SEE NOTE 2 -�= 1. � r4 OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE In I 6 6 1200 mm GRADE BREAKS 1200 mm I SEE NOTE 10 MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER • THAN 600 mm (240), B SHALL NOT EXCEED .75 0 OR 975 mm (39"). ATTER 3:12 AMR 3:12 (4) MIN W (4) MIN N H ca U. SLOPE 8.3X a r R� 2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN. Y STR m , D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL R 2x 25 mm (1") CIF ; SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME E --- MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A 3 REINFORCED MONOLITHIC ARCH. E R E` . . �0 1Iu+1 (!•) MIN. c s to I ONN CONNECTOR OR PIPE S. STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE .- 1. LEVEL X W X �, �-�•�- r INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS 25 mrn A♦ SECTION A A SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES Al -150(6) AND 717 \ A APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH A2-150(6) AND A2-•-•200(8) A �ROUNo . 15M 0 150 win THE CONNECTOR PIPE CENTER LINE. Al-too 8 TYP E A IEDa>: I o ('4 ° e") OC s VALUES FOR A. B. C AND D SHALL BE SHOWN ON THE PROJECT DRAWINGS. CURB FACE, mm X. mm Y. TO mm y I }R r �'�`�1 ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER 150 (6") or leas 900 (3'--0") 1200 (4'--0") +„�o "- Z• 1 IoM O 450 mm NOTE S. • z Z 175 (7") 1050 (3'-6") 1425 (4'--9") w W o I IC3 OR B o IB•1 J W Y W �, be TIE BARS S. s. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS Q1 A 200 ($") 1200 (4-`-••0") 1700 (5'-8") � � w W "' � I ` ILE SM D 79BARS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. or mm E r♦ 225 (9 ) 1350 (4'--6 ) 1950 (6'-6") °A + 1�3 a 3.1 0C 1• ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A E 50 mm 150 mm 150 mm v STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION " .. SEE NOTES(fi fi MIN 6 20 rnm (3/4") R 1200 mm 250 (10 ) 1500 (5'-0 ) 2175 (7'-3') ., OF AN INLET PIPE. BATTER 3:12 BATTER 3:12 20 MIN GRADE BREAKS 275 (11") 1650 (5'--6") 2400 (8'-0") �,�_,- '° STA, POINT C. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET. BOTH SIDES " ,. "�'� "� r vCONNECTOR , TABLE OF PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE SLOPE 2.01E v 300 (12 ) or more 1800 (fi -0 ) 2625 (8 -9 ) + I SEE NOTE 3 VALUES FOR T SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE CATCH BASIN OR GRADE BREAK IN LINE. Y 13•) MIN. _ NOTES: �" ' i. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE E,� E I STA. POINT B T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN o E 1. RESIDENTIAL DRIVEWAYS SHALL BE 100 mm 1 LATERAL RADIALLY IF ANGLE A IS GREATER THAN 450. S IS LESS THAN OR EQUAL TO ,n o ca " SEE NOTE 3 300 1129 130 mn IS•) (4 ) THICK PCC. 600 r)I1)m (240) AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN r- W PLAN 375 MM (15•) ISO rwn IS 1) .S D� OTHERWISE STANDARD PLAN 340 SHALL BE USED. + X X D l --150 fi AND I T L'..._ .`� 450 fnro (I1!•) 130 wn (3•) ' ( � 2. COMMERCIAL DRIVEWAYS SHALL BE 150 mm 25, mm D1 -200 8 A (6") THICK PCC. 525 Mn tr•) 130 mm (51 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. A3--150 6) AND A3�--200 8) �' - - (_ � - SPUR IoM a 450 1w •00 �+ (24.1 140 mn (5 1/2•) ( ) ( ) TYP E B 1*3 OR •4 0 180) 475 mm (27•) 140 mn, (s 1/2•) 8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 3. WEAKENED PLANE JOINTS' SHALL BE INSTALLED OC TIE BAR TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE NOTES: ^ AT BOTH SIDE OF A DRI`AWAY AND AT G BARS 15M a 150 Inn, 7S0 mm 130•)I 170 mkmmm i4.1 • REINFORCING STEEL •2S iwn t33•)! 17o mm 1!I :/2•1 TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE v W APPROXIMATELY 3000 rrrn-.l (10) INTERVALS. I (r4 a 6•) OC 900 rnm (36•)1 170 rwe t6 t/2.1 CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF 1. THE LAST NUMBER IN THE DESIGNATION IS % z ' THE SPUR. 8ti_ r+m 13 I MIN,, ` 97S mn► (39.1 140 rnrn 17•; THE CURB FACE CF HEIGHT, mm INCHES . -1 4. CURB FOR TYPE C DRIVEWAY SHALL BE - _ ( ) ) E cv #10M x 256 mm x. GUTTER WIDTH, W, IS 600 mm (24"� E 150 mm co O 1000 mm OC INTEGRAL AND MATCH AC�JACENT SPRING /� , N N S. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND UNLESS OTHERWISE SPECIFIED. E CONSTRUCTION. ` ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A ,� 6 U ( 14 x 10" ® 4' OC) INTEGRAL CURB A LINE f/ \ Q �13p 1w*(y--1 O - TIE BARS 3. TYPES Al, A2, A3 AND C1 SHALL BE E GROUTED IN PLACE j, f EDGES I =-- Er L 'V. R ~ JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE CONSTRUCTED FROM PCC. 0 5. REFER TO LOCAL DEVELC)PMENT REGULATIONS 1 1 BARS 1gM (.S) E CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12 ) ABOVE THE TOP OF THE 4. TYPE D1 CURB SHALL BE CONSTRUCTED BATTER 3:12 1200 mm FOR AMERICANS WITH DISABILITIES ACCESS ` ELEV. S 0 90 "VA c3') OC G BARS MAIN LINE AND TO THE LIMITS OF THE CRADLE. FROM ASPHALT CONCRETE. v 20 mm (4') MIN GRADE BREAK REQUIREMENTS AND MAXIMUM PERMITTED ; / IF CONNECTING TO AN EXISTING STORM DRAIN. PORTION OF CRADLE 5. TYPE C1 CURB SHALL BE ANCHORED WITH 1.(3/4") DRIVEWAY WIDTHS. _� I �'I T r OPPOSITE INLET MAY BE OMITTED. STEEL DOWELS AS SHOWN OR WITH AN ' ' F BARS 15M 05) " Y R .� R 6• DIMENSIONS SHOWN ON ?�`115 PLAN FOR METRIC O TS ,nm (3•J OC ` / 10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M. GRADE 300. (ASTM A 615, EPDXY APPROVED BY THE ENGINEER. 75 mm (3 ) \`�/ GRADE 40). AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES. S. ALL EXPOSED CORNERS ON PCC CURBS AND ENGLISH UNITS ARE r NOT EXACTLY EQUAL UNDISTURBED I CONCRETE CRADLE. UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS AND GUTTERS SHALL BE ROUNDED WITH A / VALUES. 1F METRIC UNI .S ARE USED, ALL EARTH N H 263-C-14 (450-C-2000). THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + ISO mm (6"). I 15 mm 1 2 RADIUS. VALUES USED FOR CONS?RUCTION SHALL BE SEE NOTE 9 7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC VALUES. IF ENGi_ISH UNITS ARE N. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF METRIC AND ENGLISH UNITS ARE NOT '" W USED, ALL VALUES USED FOR CONSTRUCTION SECTION Z•-Z SECTION M--M EXACTLY EQUAL VALUES. USE EITHER SHALL BE ENGLISH VALUES. THE SPUR. METRIC OR ENGLISH VALUES, AS Cl -1 50(6) AND C1 -•-200(8) A♦ 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT REQUIRED, BUT NOT BOTH, EXCEPT THAT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR ASTM 615 REINFORCING STEEL MAY TYP E C CONSTRUCTION SHALL BE METRIC VALUES. EXCEPT REINFORCING BARS SIZES IN BE SUBSTITUTED FOR ASTM 615M STEEL. ENGLISH UNITS MAY BE SUBSTITUTED FOR METRIC BAR SIZES. IF ENGLISH UNITS I AMERICAN PUBLIC WORKS ASSOCIATION•SOUTHERN CALIFORNIA CHAPTER ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL BE ENGLISH UNITS. AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION -SOUTHERN CALIFORNIJA CHAPTER "*°"*�°ATEQ��'"'4 JUNCTION STRUCTURE- PIPE TO PIPE INLET STANMETNIC`�" AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER srur0AR0Puw MI "'°`'EL°'ft"" "T°'"C' JUNCTION STRUCTURE WIPE TO PIPE INLET METRIC ;,��tiaoi """ ID 600 mm {24") OR OD �/2 MAlN LINE ID 33� - 2 IQ 600 mm 2�t" OR O � 1/2 MAIN LINE ID 331SHEET z 2 STANDARD PLAN PROMULGATED BY PROMULGATED BY THE CURB AND GUTTER -- BARRIER STANDARD PLAN � � ) PUBLIC WORKS STANDARDS INC. PUBLIC WORKS STANDARDS INC. METRIC III,V, �N SHEET I OF 2 GREENBOOKCOMMITTEE 1 20 - 1 GREENBOOK COMMITTEE DRIVEWAY APPROACHES 11 - I USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 19C4 19U Rw.19°° USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 REV,19U 0 (Rev. 3/29/99) (Rev.3/29/99) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUenON SHEET 1 OF1 APWA - 120 - 1 1 APWA - 110 1 2APWA - 331 - 2 3 GENERA NO C LATERAL L .� CONNECTOR PIPE j' �N' 1 OM04 SO mrn a LATERAL/CONKCTOR PIPE CONIC. PIPE. RCP OR CSP I. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS (•3 OR •4018•) OC t MAIN LINE RCP ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL ROUND EDGES TO RADIUS ` �.T,F� 1 L MAIN LINE RCP too VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF OF APPROXIMATE 10 OF i- ' ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION LATERAL. MAXIMUM �s 900 mm (36•) �' 1. THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. A. SHALL -CLASSoe c , $� 112 M aim kw SHALL BE ENGLISH UNITS. NOT EXCEED 5•45'. MORTAR SEE NOTE 4 NOTES A a B BARS iS® ouND EDGES 2. VALUES FOR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT TA. PT. 1 $ 1 CASE I AND CASE 2 ff"TO 75 �"" (3") R DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN I TB BEDDING OF y REQUIRED BY NOTE 10. _ INLET PIPE 45� 1. IF ANGLE A IS LESS THAN 45• OR IF D IS LARGER THAN 600 mm p '`V BACKFILL WITH SEE NOTE 6 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. A 4S• 265 K -C-•14 Mpa (24"). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. (4so- -2ooa1 ..,. 1 t(MAIN LINE NOTE a . , SEE P CONCRETE OR A 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 6I5). COMPACT SOIL TO ' Y Lim (4 RELATIVE DENSITY =" ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. - o" - GRADE 300(40). AND SHALL TERMINATE 40 mm (I. 1/2") CLEAR OF REQUIRED BY T� CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL SPECIFICATIONS 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE - BARS SHALL BE ION Q 450 mm (•3 OR 94 Q 180) OC OR LESS. CASE I UNDISTURBED EARTH sEDOING. PER INLET PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD FOR DIMENSIONS w S. ELEVATION S APPLIES AT INSIDE WALL OF STRUCTURE. ---• � SPECIFICATIONS STRUCTURE SHALL BE SPECIFIED. AND BAR SIZES P CASE 1 4. THE SIZE OF THE OPENING INTO THE MAIN LINE SHALL BE THE y .♦ STATION 6. TRANSITION STRUCTURE SHALL BE POURED IN ONE CONTINUOUS OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (I") MINIMUM a M STATION No M \�NW (03 OR e4). OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE SECTION B-•B TO 75 mm (38) MAXIMUM. D2 F SEE NOTE { OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT OR STATION PT. D BARS LONGITUDINAL KEYWAY. fro* OUTLET SEE STa 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE m '` r PLAN CATCH BASIN PLANS o c 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION r. IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON B T . 4% CATCH BASIN FLOOR oa FILL WHICH HAS NOT BEEN DENSIFIED. dK G D BARS BDM (03 OF THE CONTRACTOR TO MEET RCP ENDS. USING D BARS. GIMM (111cl�lts (1I (IMCMES) oa •4) LONGITUDINAL AND BOTTOM REINFORCEMENT .IN EXTENDED PORTION -t • ' 3oa 1z ua 4 OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT o-C-2000) P 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE a a ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE SEEN. ENCASEMENT. I/2 00 MINI. V•�•+' OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. 3 13 11O 4 1r4 ENGINEER. SEE NOTE s ;o 450 Is 120 4 vz I I CONIC. P IPt. "" �" 323 a 130 3 „� r eAcxPILL 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. A. STA. S. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TABLE UNLESS s•� RCP OR CSP �:,�*A�.��*� s00 24 14o s v4 � � I • 675 27 140 s 1r2 1 I I OTHERWISE SHOWN ON THE PROJECT DRAWINGS. 8. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE 750 30 160 6 ( 1 S �� 3 ^ v ' 'M(N eEOOINa INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER ers 33 ISO s Ir4 WHEN THERE IS NO SPUR REQUIRED. A A B BARS SHALL BE OMITTED. SEE NOT 4. /�• I O0 LINE OF INLET PIPE. Soo 36 ITO 6 1rx n .. 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT 40>45 L_ _� s7s 39 ISO 7 -- �;�-1 - - -- 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A IOSO 42 ISO 71r2 DRAWINGS. INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN nzs 4s 20° 7 3r4 15M0450 """ (�4ae•) OC. INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION 5 CASE GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO BOTH WAYS. To BE USED WHEN SHALL BE SHOWN ON PROJECT DRAWINGS AND INLET PIPE SHALL CASE 2 SECTION C-C VEHICLE TRAFFIC. - 1275 31 210 s o o « D21s 1500 nwll (60•) OR MORE BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN • Iz7s st 220 a v2 in I -_•GITUDINAI,� S_ECT1ON OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON .�... 10. FOR CASE 2. NOT MORE THAN 3.5 m (12 ) OF INLET PIPE SHALL BE 0 � """ PROJECT DRAWINGS WHEN STUB IS TO BE PROVIDED IN MAIN (SEE NOTES 9 M, 10) r 4` , 13"SO S4 230 ! O LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. 1425 37 240 9 1r4 1 D BARS ION (03 LINE FOR FUTURE CONDUCTION OF INLET PIPE. VARIES TO SUIT I � I500 so 250 9 Irz A BARS I: OR 94) CONDITIONS I575 63 260 10 ~ F BARS 1 - CLASS C MORTAR CASE 3 1650 66 260 to v4 n 11. THE MAXIMUM COVER ABOVE THIS,STRUCTURE SHALL BE 7.5 III (25'). IF THE COVER EXCEEDS 7.5 m (25 ) A SPECIAL STRUCTURE SHALL BE 17zs s9 2eo l0 3r4 0 I I DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. 11. CONNECTIONS TO PIPES 525 mm (216) OR LESS IN DIAMETER WITHOUT JUNCTION 1800 72 280 11 $ n *� 1 n '4 STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH SADDLES. 1950 74 300 11 3/4 0 (:a o s:4 B BARS 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS - - zloa s4 3zo 12 1r2 to 19") oC I ARE NOT EXACT EQUAL VALUES. 1 F METRIC VALUES ARE USED. ALL 0CAP 12. THE OUTSIDE DIAMETER .OF THE INLET PIPE SHALL NOT EXCEED ONE-HALF ha� TA. � 2230 90 340 13 1r4 � � Ev. R ��• S VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT THE INSIDE DIAMETER OF THE MAIN LINE. 2400 !s 360 14 .. I REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR 2330 102 400 Is Irz ' METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED PLAN SECTION 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDr'OF THE MAIN LINE 2700 106 410 Is ; tl FOR CONSTRUCTION SHALL BE ENGLISH UNITS. CASE 3 SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTOR PIPE. 2930 114 420 16 1r2 " " • 15MO450 nnn (9404130) OC, 3000 I20 440 17 WHEN B�IS31500 mm 1(601 SADDLE CONNECTION 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE 31so 12s 440 17 t- n C OR MORE SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE 3300 132 4a0 171rz ti tMAIN LINE SADDLE PIPE. 3450 13$ 450 17 1r2 a 0 SECTION -N"-' '� 3600 144 460 Is _ N NI_- 15• THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. PROJECTED ON M-M--N_" AMERICAN PUBLIC WORKS A330CIATION-SOUTHERN CALIFORMA CHAPTER '"°�°A T JUNCTION STRUCTURE --» PIPE TO PIPE STANDARD�N AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAFrrER ""L°'"��AN MITIVE'� 332 AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PUN oRs�NeoatCoMl�urrEE » STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN - PROWJLOIAMSY"w TRANSITION STRUCTURE MEM1C METRIC „�. � mm 4 ) JUNCTION STRUCTURE PIPE TO PIPE 332 - 1 GREEN KBE PIPE TO PIPE 340 - 1 TRANSITION STRUCTURE 340 - 1 PUrUC WORKS a'TANOARps INC.. '�'� 1113E WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS Ct�M3TRUCTION SHEET 1�Z �� " I D < 600 mm 24 SHEET 2 OF 2 USE VW H STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 2 PIPE TO PIPE SHEET 2 OF 2 APWA - 332 - 1 4 APWA - 340 - 1 CONSTRUCTION RECORD DATE BY R E V I S I O N S ACCD DATE BENCH MARK PREPARED BY: SEABOARD ENGINEERING CO. LD 03•-128GR SCALE K• B R Recommended By: Date CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS By�,1..� 1100 S. BEVERLY DRIVE, 5TE 201 Z �/ CO�tractOr DEscR�iPiIaO"TY°EOM"TON W-7-" Horizontal 9��, LOS ANGELES, CALIFORNIA 90035 STANDARD W VIMM J-I No. 13737 TEL {310) 277--7337 FAX (310) 277-733l1i ON MAN stir, 100 Fir�,,,,,OF AND cINo�FORM�Y� �• ,, f www.sEA ARD EABOARDENGCO.COM 9 Accepted B DETAILS FROM THE POST OFFICE, AT A HOTEL 111 NATIONAL&W KRDIIIG',SET VE MALY IN 1HE NORIHEAST Exp. 3--31--loos �P Y Date v v OMMEIE WALE, 1.5 FM NORIIfMM OF THE EAST oOIW OF A BY DEPUTY DIRECTOR OF PUBLIC WORKS DOOR COLUMN AT IFE EAST CORNER OF THE BUNDW., 2.3 FEET We Clf'ted ABOVE 1FIE FIRST C'ONCREIE SO, AND ABOUT 2.5 FEET HIM Vert1C$ GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. TEMECULA SENIORS APARTMENTS "� civ ��\ R.C.E. No. : 19744 Expires: 9-30-05 Sheet of 10 M'IE AU M p 119 ELEVATION: iQ0&W FffT N A. �� of CA��F Designed By: M.D. Drawn By: M.D. Checked B : G.K.B. • III � � � � � a"EMIIIIIN M- ff 1iii � � � Dili �WWW NilINS, Nil R"�LAM MINA WMM' CE31IIIIIIIIIIIII "Opp* MCI law van a :fin ��- tri'■� �s■ �i �� ■■■ �� ■ - �� - ■�■� oil nil I 11 MEM ME MEMO rimms2um low -4 W, 1111INST11 Now fop 0 1) k1L moo .51FAMAWSPAVA ...........