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HomeMy WebLinkAboutBook 15 Page 726 Rough Grading Plan- Temecula Senior Apartments ROUGH G RADING PLAN TEMECULA SEN10 APA MENTS PROJECT & SITE ADRESS: aNERAL 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 9RAQING 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 JERQSIObLCQNIEOL NQM 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 = 1 X 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 DAVI_D FERGUSON - 285M PUJOL STREET LPG 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 - 905-22430 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 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 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 do 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-fi411 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. (RESIDENTIAL) OR SECTION 17.08 (COMMERCIAL/INDUSTRIAL) PRIOR TO THE APPROVAL OF FINAL INSPECTION. 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 22,13LOCK 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 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 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 CONSTRUC1ION 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; P c�OP� FOR A MINIMUM OF 3 FEET. AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE TOP FAN\ 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 GPI 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NOT IN PROGRESS. 22. ALL PROPERTY CORNERS SHALLBE CLEARLY DELINEATED I FIE T COMMENCEMENT 20. TOP OF CUT BROW DITCHES WHERE REQUIRED ON THE PLAN, BE CONSTRUCTED PRIOR •RL E N THE FIELD PRIOR 0 COM ENCEMEN OF ANY QU RED LA , SHALL CONS TED P TO FLOOD ZON E CONSTRUCTION/GRADING. EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. �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 END OF GRADING 6-3 0--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 SHEET 2 LEGEND, QUANTITIES, SECTIONS GRADING. WORKS FOR APPROVAL. SHEET 3 GRADING PLAN �. EARTHWORK--VOWM 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL SHEET 4 GRADING P LA N VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. SHEET 5 STORM DRAIN �- LINE A OWNER: TEMECULA SENIOR APARTMENTS CUT : 0 FILL 13,200 C.Y. 24. JUTE NETTING, OR EQUIVALENT, SHALL BE INSTALLED ON SLOPES OVER TEN (10) FEET HIGH. SHE ET 6 STORM DRAIN N LINE B OVEREXCATI ON : 6000 C.Y. SHEET 7 GRADING PLAN AND DETAILS CIVIL ENGINEER: SEABOARD ENGINEERING COMPANY 1100 SO. BEVERLY DR., LOS ANGELES, CA 90035 TOTAL IMPORT 13,200 C.Y. NOTICE TO CONTRACTOR SHEET 8 DETAILS GEORGE BERNHARTH, RCE 13737 . �- TOTAL EXPORTT 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 SHEET 10 RETAINING WALL GEOTEHNICAL ENGINEER: KRAZAN do ASSOCIATES EARTH QUANTITIES SHOWN HEREON ARE FOR PERMIT PURPOSES 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 PROJECT ONLY, AND ENGINEER DOES NOT WARRANT OR MAKE REPRESENT- WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN SITEATION 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 REVISIONS ACC'D DATE BENCH MARK PREPARED BY: LD 03-147GR SCALE �,F, K• SEABOARD ENGINEERING CO. Recommended B : Date � CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS &K ft J-63 a "��Q 1100 S. BEVERLY DRIVE, STE 201 Y Contractor RIVERWE TM� � �4-'° Horizontal C� �uC� NO. 13737 "� LOS ANGELES, CALIFORNIA 90035 STANDARD BRASS W STM�PED J-43 Ch x TEL. 310 277-733 FAX 31 O 277- 7339 �..- Date G a ON MAIN STREET, 100 FEET SOUTH of Ait1lOSS 1HE SHEET WWW.SFA JARDEABOARD GCO.COM ACC Accepted B : ROUGH GRADING PLAN FROM THE POST�F M AT A HOT&Bl1A.D0WOMAY FIST � Exp.3-31--2005 _ � Y 3 NAMAL BANK , SET VERWA�Y N THE NORMAST DEPUTY DIRECTOR OF PUBLIC WORKS TITLE PAGE CONCRETE WALL, 1.5 NORIHIOT OF THE EAST coRHER OF DOOR CMLW ATRST oHMM STEP,NO„�,r ' Z Vertical ` f Cl V W ���r BY c OR E ARTH R.C. . 13737 MR. RONALD J.PARKS Date Completed THAN THE STREET. �- �FoQ- TEMECULA SENIOR APARTMENTS DALE ADJ. 1970 ELEVATION: IW&651 FEET CAS- Designed By: M.D. Drawn By: M.D. Checked B M.D. R.C.E. No. • 19744 Expires: 9/30/05 Sheet of 10 PA P ISI LEGEN D -�I 1" � 1 1 umm TO NEW PROPERTY LINE A.C. ASPHALT CONCRETE VARIES ZBE ADAM CENTERLINE ROADWAY BW BACK OF WALK — BUILDING LINE CLF CHAIN LILNK FENCE , WALL CLR CLEARANCE 2:1 SLOPE O 5.0 CO CLEANOU T . ASPHALT PAVING DWY DRIVEWAY EB ELECTRICAL BOX I .�-.-• . CONCRETE PAVING OR WALK EP EDGE OF PAVEMENT ML VW AM 1 2" //\ � ENC ENCROACHMENT I W"M COARSE SAND WOOD FENCE LINE FD FOUND CHAIN LINK FENCE FH FIRE HYDRANT STORM DRAIN LINE FG FINISHED GRADE \/�/� EX. � FBa SANITARY SEWER LINE FH F LOWIRE LINE T WATER LINE GTR EDGE OF GUTTER RETAIN WALL SWALE Po " MM B10°I� AM CONOW'E TO BE FEMM D INc t � DETAIL 2 ON IHFET e GAS LINE I W TELEPHONE LINE LS GUY WIRE ALTERNATE WALL DRAINAGE ONE OVERHEAD ELECTRICAL LINE LICENSED SURVEYOR \ /\ 3' WEEP HOLE.,S W rY PLPT PLANTER ,`/��/ �i\/ L�, O 8' O.C. Lr a Kw. PIPE Q IRON PIPE \ \ \ /\\/\/\ > ALTERNATE WALL DRAINAGE AGM GAS METER �� \�`\ii \ Q ADJACENT PROPERTY Q WRAPPED WITH RCP REINFORCED CONCRETE PIPE \i,�\//\\�/\\// / EM. FO > FILTER BLANKET TO a��S 4» PERF PIPE o GP GUARD POST SSM STANDARD SURVEY MOPNUMENT \ \/�%��\�/\ v GV GAS VALVE STL STEEL \ \ \ \�/\ / �. OU STORMDRAM NAPPED WITH �ICV IRRIGATION CONTROL VALVE TC TOP OF CURB /\ /\/�//�� � EXIST• FO FILTER BLANKET M . OUTLET TO STORMDRAM PP POWER POLE TF TOP OF FOOTING WDF WOOD FENCE (a SDMH STORM DRAIN MANHOLE l- STREET LIGHT C CALCULATED A .► A I • . c,,SLP9 STREET LIGHT PULL BOX M MEASURED CONCREW ►� r R1 RECORD PER TRACT 30681 ,yNA� ppt Eo s WALL M BE a► p. ►. ►gip. .:' :• s pTMH SANITARY SEWER MANHOLE R2 RECORD PER PM 61 14 D� 2 ONT • �� �, �,` � • , 0 --o S TRAFFIC SIGNAL R3 RECORD PER RS 59/47 ©TSPB TRAFFIC SIGNAL PULL BOX R4 RECORD PER RS 60/71 ©WM WATER METER •WV WATER VALVE SECTION AREA LIGHT slcN SECTIONA , N.T.S. SHT-3 SECTION � B T0 8" DIA.TREE o A.V. AIR RELEASE VALVE M.T.S. SHT-3 $HT-4 M.T.S. OUMH UNKNOWN M.H a TB TEL. BOX PA PA 1" I BASIS OF BEARING : I THE BASIS OF BEARINGS USED FOR THIS PLAN IS THE CENTERLINE BEARING OF PUJOL I FILL OAP WITH HIGH DMW STREET SHOWN AS NORTH 45'30'01" WEST ON PARCEL MAP 9839 BOOK 61 PAGE 14. � 2:1 MAX. SLOPE �rAR F L STYROFOAa I �1 ILOPE I SLOPE I RETAIMNC wN.L FILL VW AREA PER SHEET I WITH COARSE SAID EXISTING BU= AND /i� WRININC WALL EIp511NG GRADE ON AU PROPERTY CONCKIE SWALE PER II W DETAIL 2 ON SHEET 8 I W - --� CONCRETE f > ALTERNATE WALL DRAINAGE SWALE 3 WEEP HOLES 3` WEEP HOLES RETANr N WALL O Ir O.C. O e' O.C. a PERE PIPE PER SHEET ! 24 � � � WRAPPED WITH �. � �- -r EXIST. FO FILTER BLANKET TO ,- --- OUTLET TO STORMORAM - - •«,o .' . a C QUAN1111ES I PROPOSED 24" DI A. PIPE '" b a °* IN THE FOREGROUND NO DESCRIPTION QUANTITY UNIT , . • , •, << 1 1 FT. CONCRETE SWALE GUTTER 750 LF AREA DRAINS 20 EA 3 CATCH BASIN 1 EA SEC11 ON /Vo !! SEC11ON SEC110N ! » 4 6" PVC STORM DRAIN 210 LF ' " 5 8" PVC STORM DRAIN 130 LF N.T:& SHT-~ N.T.S► T_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 JUNCTION 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 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 NOTICE TO CONTRACTOR SOLE RESPONSIBILITY TO ESTIMATE THE QUANTITIES OF GRADING CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, WORK TO BE DONE AND INCLUDE ALL COSTS IN HIS BID. NO CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE ADDITIONAL ALLOWANCE WILL BE MADE WITHOUT PRIOR CONSENT CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND FROM THE OWNER. 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 R E V I S I 0 N S ACC'D DATE BENCH MARK K PREPARED BY: SEABOARD ENGINEERING CO. LD 03-147GR SCALE ti 1100 S. BEVERLY DRIVE STE 1 Recommended By: Date CITY aF TEMECULA DEPARTMENT OF PUBLIC WORKS IIE COUNTY DESIGNATION NO-7-0 t� p 20 COII�!"dC�OT' DESCRIPTION: Horizontal No. 13737 LOS ANGELI:S, CALIFORNIA 90035 STANDARD MASS DISK, STAMPED,I-W TEL (310) 7- 337 FAX (310) 277-7339 ON MAN STWT, 100 FEET SOUTH OF AND AMES,NE SWI WWW.SE OA DOSEABOARDENGCO.COM Accepted By : Date 6 3 C>.3 ROUGH GRADING PLAN2 IIIspcctar N nA M THE POST��� OFFM BtrLaNc),TSEr�Y IN ����A HOTEL MMY Exp.3-31-2005 CONa�WALL„ 1.5 FEET NORTHr1M OF 1W EAST CORNER OF A DEPUTY DIRECTOR OF PUBLIC WORKS LEGEND SECTIONS AND QUANTITIES DOOR COLUMN AT THE EAST CORNER OF THE BUILDING, 23 FEET ` ��� BY GE GE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS nate col�l�d �VE�Es�CONCRETE STEP, AND ABOUT 2.5 FEET HI(�R Verticalq�, eI v I �\��. TEMECULA SENIOR APARTMENTS DATE AW 1970 ELEVATM : 10M.e51 FEET � CA Designed By: M.D. Drawn By: M.D. [ Checked B : M.D. R.C.E. No. : �9744 Expires: 9/30/OS Sheet Of 10 MATCH LINE SEE SH,,EET 4 OF 10 STA. 1+50.00 �-� 0 0 U ....... 5 1015.83 TW - o �2. M I . 101 5.83TW 1012.50 f-q 19 � a c 1006-5T.FTG. 012.6wL 1012.20FIL 1012.50FG 1006. OT -- { 1012. 1009 86rFTG.G -1,110 _F ...... 1+32.00 I MR;10 NOM9 1009.36FL 0 9.1 OF.L. 0 1 NOT USED . -- - . . w_4 & 6 , TOP OF SLOPE 2 NOT USED f. , LA_ 00 5 C-4 C*N4 3 NOT USED ................. CONSTRUCT RETAINING WALL PER DETAL < 4 ON SHEET 10, PER SEPARATE PERMIT' C-4 00 CONSTRUCT 6* SQUARE GRATE BY C14 5 1013.OF NDS MODEL 641, COLOR GREEN FENCE 1+07.00 � � � � ` 6 CONSTRUCT 6" PVC STORM DRAIN 0 F.L. PIPE,SDR 35, D-3034 { . � / � .�" � �'� j'� � � 4 Q 7 CONSTRUCT 8' PVC STORM DRAIN Q) < X _.j PIPE,SDR 35, D-3034 M CONSTRUCT 12" PVC STORM MAIN ilole %.,.,o PIPE, SM 3% D-3034 N1014 < 1013.75 FG Z: w 9 CONSTRUCT CLEAN OUT PER G B. W _ _.. 10 01 3.35TG 1613.75 FG PER DETAIL 5 ON SHEET 8 I , 1013I I � t9l 2.35INV 10 NOT USED 11 of STA. 1+00.00 5 < or a- 11 NOT USED 101 5.83TW LL_ 6 < 12 NOT USED 5 _j 0+81.00 101 6.50TW 101 0.84FG 5 U-) J 0.30F.L. 13 NOT USED CN 1006-50T.�TG,'/ Fol 1111111,111 1111HY3,_/C D0,7;83TYTG. 101 3.42FG 1014.25 FIG ---------- 14 NOT USED 1008.OFG o I �' { '� Lj { --� 15 REMOVE EXISTING 6* PIPE 3.25FG 13. TW zCLOO 16 CONSTRUCT STORM DRAIN PIPE ., 1 � I `� I � �1 1 19PER SHEET 5 1 V) 17 CONSTRUCT STORM DRAIN PIPE LO 01 1.3F SHEET6 Lu STA. 0+75.00 .01 18 REMOVE EXISTING CHAIN LINK ONCE 10 LF 101 6.50TW Ile 19 CONSTRUCT CONCRETE SCALE PER 011'.OOF DETAIL 2 ON SHEET 8 1017.17 TW 1 1 4 LFI 0+56.00 CD \ 1007.83T.FTG./ 014.10 FG I OFL 20 NOT USED 9 10130 75 PAD EL, 1 G. gil 6 1008.50T.F 101 0 j 21 REMOVE EXISTING WATER METER U- 1009.OFP/ __j Z� 22 RELOCATE EXISTING WATER METER qq- � ` AND AIR VALVE ASSEMBLY WALL _ j fill' 'T �N% 23 PROTECT EXISTING POWER POLE `"TYP E B _.W 7 24 REMOVE OR REMODEL EXISTING HEADWALL PER SHEET 7 c - I . -- I 'ter .� M I 25 RELOCATE EXISTING CABLE TV PULL BOX /STA9 0+50.00 CD 101 .SOTW C_ , 0+32.00 0 0 0 1018.50 TW .90 F.L. 1008.50T.FTG. 1 5 f - 2 1009-16T.FTC. 4 *IN ( ..,*I_11.-01 16 101 3.5FG tK 0 LF - - 1013751 �,G 5 2 . _ - I I .. -6 STA. 0+25.00 1-11 C) 7 1018.50 TW Lu 1013,75 FIG 1010.OFG 5 LL. 0 _j I \11-1 1009.16T.FTG. I Z5 FQ V) 0 1914.25 F 7�1 I'll 1014 0+00.00 U- 1014.25 B CN __j ....... OF.L. STA. 0+15.00 00 0 11.8F__G_ CN _G 101 4.3FG .All 9.16T.FTG, 5 10 1--�7-T-.�TG. S TA` 0+OO.M 6 1014.00 F @ 1.25%,1014 TM1.861NV. -GW- -500TW -(130 101 3.40TG CD 1045 CD 101 2,40INV. P 2 `5 7, 1 0% 51-OLF 0 1.0% 9 Ll 00 T 10 2.y4FG v. _,%� 1012-OOFt 5 6 10 11 7TA.F;F�,. 1015 - 44 1012.5 FIG .10 --- ------------ WM ---------------- ------- u PP --- ---------- T 1;; 1 wm""w P 7p2 A.V. P�po d -%& - I &_� LIMITS OF GRADING 0 12 L�J 2A& -Utle- o FH PID Z:WM A.V. RWLL W/ CLF 1 0 �l Ln• y EX. CONCRETE SIDEWALK ui DWY � . uj J _ 1 -71 co U Q�) EX. CURB & GUTTER 2 WV Ic 11� 2 2 00 CD Cn Ile C� re) Q) C'' EX J6 W S7L CYL& C _ v _ w - V _ w v - -1::�_ V w v v v wf w v v - - - W - - w v w - V V w It- C) CD CD "'EX. 24 * W v - - W - - - - V - - - - v w - - - - v 1,99. 99 S__4 5_�5 9-,0 e 170. Y� 10 CRD SCALE: 1 1S 45 *50 01 E 10 850 MSCO SMH 10 5 0 10 20 0 S-C PUJOL STREE EX. 8 ' g WER SS SS SS_ SS SS SS SS SS SS SS -M S SS SS _S SS SS SS SS-- 7- ss SS SS SS mwm� SS SS tis S--,-- SS SS - SS � / �,, GRAPHIC SCALE I A CONSTRUCTION RECORD DATE BY R E V I S 1 0 N S, ACC'D DATE BENCH MARK PREPARED BY: SEABOARD ENGINEERING CO. LD-03-147GR SCALE Recommended By: Date ITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS B.M.NO. JL--W 1100 S. 8EVERLY DRIVE, STE 201 RVERSK CMIM DESNA70 MD-7-40 LOS ANGELES, CALIFORNIA 90035 Contractor DESCRIPYM . Horizontal No. 13737 .TEL (310) 977- 337 FAX (310) 277-7339 STANDARD BRASS W STAMM J_w ON MAIN STREET, 100 FEET SOUTH OF AND POM THE SNIZI w01w.SItP_O�A DOSEABOARDFNGCO.COM - 3 hvectff FROM THE POST OFFICE, AT A HOIM MADW"WAY FIRST 1 33 = 10 Exp- -31-2005 Accepted By : Date ROUGH GRADING PLAN NATIONAL BANK BUILDING), SET VERTICALY IN THE NORTHEAST MCRETE WALL. 1.5 FEET NORTHWEST OF THE EAST CORNER OF A DOOR CMW AT THE EAST OORNER OF THE WUW2, 2.3 FEET BY DEPUTY DIRECTOR OF PUBLIC WORKS TEMECULA SENIORS APARTMENTS Date Completed ASM THE FRST CONCRETE STEP, AND AWff 2.5 FEET HI Vertical CIVI GE RGE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS THAN THE SIREEII w DATE AU 1970 ELEVATION 10K6M FEET N.A. Designed BY: M.D.��_] Drawn By: M.D. CheckedBy: G.K.B. R.C.E. No. : 19744 Expires: 9-30-05 Sheet o T t4, 'j ............. .7 ---4_1 1......-,"-...- 11 __11 1 1 --­_­­ . . -.., �­ ­­ ­1 1 1__ .: I­ _. .­11..... ...­..",� ­­,­.I..- 1.- 141,1�""'7 -4 i I I -77 7- t C 0 FiRdP ISEb hMS46, G�R' ADE OvE A J :'4�' '7 77 t 0� 4 4 . ............ t LJ 4 L RA L GRADE; 7: .... ......0-62 ' 9 ........... 1 0 ........... ....... C P D IT IL : MI SHEET� ........... A4 RA R jp .............. z ......... + OD Iw) or + + ------ + ...... Ir C) 10 N C51 23.21 P........... Ps. Q 20.5.8 ih it. 0- 0i 8___bF < V =21.47 PPS , �0 I I v v 22 .3 FPS 4 54 !R 3�9.41 ;DL 00 25 TO BE MAINTAINED BY PROPERTY OWNER NE P. � 'C'ALE Ll �HPR: 1 20 v ER L L tL ......L 13+ 00. 00 - ------- 12+ 00. 00 1+ - 00 10+ 00. 00 'OWN. N17 125.000 (R4) JO 55 E 1 ,30.0 mob -Mop LINE B SEE SHEET 6 ov c:: �v don& C_ P C_ IL Nis CONSTRUCTION NOT 4.3X Ell d11I CONSTRUCT TRANSITION STRUCTURE PER A.P.W.A. SM. 340—le MODIFIED PER DETAIL 1 ON SHEET 7 AND CONSTRUCT 4 Mill MANHOLE SHAFT PER APWA SM. 323-1 AS SHOWN ON SHEET 2 2 CONSTRUCT JUNCTION STRUCTURE PER APWA SM. 331-2 6A D=54". B=24".C=3',T=6" SEE DETAIL 3 ON SHEET 9 F) FTI D3 — CTURE PER APWA SM. 332-1. CASE 1 10% SEE DETAIL 24 ON SHEET 9 U) 004w 4 CONSTRUCT 540 DIA. R.C.P. DL 2500 PER PIPE BODING DETAIL y5' ON SHEET 6 W4 CONSTRUCT OUTLET STRUCTURE PER DETAIL 2 ON SHEET 7 'lip A"IF I 1P 4.9 ii,i wifigog dL OL 1. C11- L 7—g 4 > C1 I P 44"26053*Rmi 45.00' NIS Loo 34.91 6" :77 U) > 7 7 FO I > tM v ­__v T�........... v 2:1 SLOPE 1-ax _2,,Q� &A ATO 104 1 �_ . . .7,JIV 4 4-k'55 .... . ......�jq.0 ?mow ....... SCALE. 1 2Cr 20 10 0 20 40 Ew�A�Z, *1 IF T'N() STORY cc � M GRAPHIC SCALE APARTMENT BOLDING CONSTRUCTION RECORD DATE BY R E V I S 1 0 N S ACC'D DATE BENCH MARK PREPARED BY: SEABOARD ENGINEERING CO. LD03-147GR am. W. j__w SCALE 1100 S. BEVERLY DRIVE, STE 201 Recommended By: Date 4/44ts CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS RIVERSIDE COUNTY USM70 NO-7-a LOS ANGELES, CALIFORNIA 90035 Cmtractor PTIM. Horizontal STANDARD SM NK STAMPED J-0 No. 13737 TEL. (310) 377-7�37 FAX (310) 277-7339 ON MAIN SIMET. 100 FEET SOIM OF AM ACIM W SMKI If WWSE190 WOSEABOARDENGCO.COM STORM DRAIN PLAN 5 FROM 7HE POST OFFM AT A HOTEL MAMW(FORMIXY FIRST 1 20 Exp. 3-31-2005 Accepted By : Date 6 Inswtor NATIONAL BAW WLDING). SET VOTICALY IN THE NORTHEAST z 1; TEMECULA SENIORS APARTMENTS CONCRETE WALL, 1.5 FEET NORTHWEST OF THE EAST COMER Or A DEPUTY DIRECTOR OF PUBLIC WORKS DOOR COLUMN AT THE EAST CORNER OF THE MLDNG. 2.3 FEET Vertical BY AWW THE FIRST CONCRETE STEP, AND A9WT Z5 FEET HOD /dWGE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. Date CoMieted THAN THE STREET. CIVI LINE A 7 DATE ADJ. 1970 ELEVA7M IMU51 FEET N.A. Designed By: M.D. LLDrawn By: M.D. _7CheckedBy: G.K.B. R.C.E. No. : 19744 Expires: 9-30-05 ------- Sheet of 10 4 012" BOTH WAYS # REMOVE EX. HEADWALL B a 3 THK. RIPRAP `0 6" CHAMFER n WITH 36" DIA. EQ. STONE ROTES: doWlL(TYP) GJR* L WHERE THE BASIN IS TO BE CONSTRUCTED WITHIN THE LIMITS OF EXISTING OR PROPOSED J SIDEWALK OR IS CONTIGUOUS TO SUCH SIDEWALK. THE TOP S `-/ LAB OF THE BASIN MAY BE Q POURED EITHER MONOLITHIC WITH THE SIDEWALK OR SEPARATELY, USING THE SAME CLASS OF CONCRETE AS IN THE BASIN. WHEN POURED MONOLITHICALLY, THE SIDEWALK SHALL BE Q 18 MM1-` 1p0 I PROVIDED WITH A WEAKENED PLANE OR A 25 mm(I•) DEEP SAWCUT CONTINUOUSLY AROUND A (4.111 I I THE EXTERNAL PERIMETER OF THE CATCH BASIN WALLS, INCLUDING ACROSS THE FULL WIDTH ' A j" I I I I OF THE SIDEWALK. SURFACE OF ALL EXPOSED CONCRETE SHALL CONFORM IN (� SLOPE GRAD 1. I I COLOR, FINISH, AND SCORING TO EXISTING OR PROPOSED CURB AND WALK ADJACENT TO THE BASIN. L0 > Ark 6» 6" I I 2. ALL CURVED CONCRETE SURFACES SMALL DE FORMED BY CURVED FORMS. AND SHALL NOT BE Do � I I INATir IDLE ' wo I I Iu►P�T 3. ONE GRASHAPED TING NG IS REQUIREDUNLESS OTHERWISE SHOWN ON THE PROJECT PLAN. " 0.5o ISM.1°°(•4012• I I I I 4. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL _ AND LATERAL SLOPE OF 11 12 MINIMUM AND 11 3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE �- STALL 54 DIA. R.C.P. - EXCEEDS 8 PERCENT, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM I 0 ALL DIRECTIONS t0 THE OUTLET. L['7 SECTION BNONNIONNIIIIII3 I , ; ; M r3• DIMENSIONS V 2 THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF V r THE ,...,- q PLOW LNW i i THE CATCH BASIN AT THE OUTLET x 1.35 m(4.3"). / V,►9 1 0.00 I I DOWEL DETAIL u DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT 133" RADIUS TRASH RACK PER At SrnS }A r OF NOTETREAM 4. BUTEND SHALL.NOT BASIN. THAN CURB ACND SHALL BE E PLUS 300 mm(12R1.OUIREMENTS x f� APWA 361-0 AND _ II LOCATION Tit V1 = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF `' H • NOTED ON THE PROJECT PLANS. xs ,� �7 sad� I �� THE INLET, NOTED ON THE PROJECT PLANS. INSTALL DST. 6 ON SHT. 8 W 900 mm(2'-II 3/8•) FOR ONE GRATING; ADD(05ORATING. 1 NOW3'-S 3/9•) FOR EACH M.H. DDITIONAL •"' '� `� PLAN \AEW � _ h BARRELED OUTLET � �A A THE ANGLE, IN DEGREES. INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED. G. PLACE CONNECTOR PIPES AS INDICATED ON THE PROJECT PLANS. UNLESS OTHERWISE SPECI- L� OPTIONAL WALL P.C.C. CLASS 560-C-3250 F1ED THE CONNE CTOR ECTOR PIPE SHALL BE LOCATED AT THE DOWNSTREAM END OF THE BASIN. PLAN WHERE THE CONNECTOR PIPE IS SHOWN AT A CORNER, THE CENTERLINE OF THE PIPE SHALL /� /� 11 1A6 STRUCTURAL DATA INTERSECT THE INSIDE CORNER OF THE BASIN. THE PIPE MAY BE CUT AND TRIMMED AT A //�\�j\�j\\/\\��\\�\ WALL AND SLA13 DIMENSION AND THE SKEC ATCHSBAS N WALL, ASARY TO ND MINIMUM5 3`)RADIU51 OF ROUNDINGMOFTSTRUCTURENCO CONCRETE. ALL INSTALL TRANSITION STRUCTURE ■ I_y �/ N 70 N A !*� a T�tEe RONR REINFORCEMENT REQUIREMENTS TOO ND,OIN ADJAHE CENT TO PI PIPE THE MONOLITHICTCH CATCIN HE BASIN EVER ONNECTIONSSHALL BE USED C •URFA � DEGREES OR GREATER THAN 110 DEGREES, OR WHENEVER THE CONNECTOR PIPE IS LOCATED NOTE S / ,� \ $40=rr-I 1/=) NO. MAXIMUM REINFORCEMENT FOR IN A CORNER. THE OPTIONAL USE OF A MONOLITHIC CATCH BASIN CONNECTION IN ANY CASE IV DETAIL A p 5�1/4'IN I IS PERMITTED. MONOLITHIC CATCH BASIN CONNECTIONS MAY BE CONSTRUCTED TO AVOID CUT- O • rt� �IAY S LR RI(4'I ISO�({.) WALLS AND SLAG. TIRO STANDARD LENGTHS OF PIPE. •� FOUNDATION PREPARATION: � 110 T. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS. ' �` ���110 I-Y 2.4 Will 200 med!•) THEY SHALL BE LOCATED ON THE FRONT WALL AT THE CENTERLINE OF THE DOWNSTREAM CONTRACTOR HAS AN OPTION TO LEAVE THE HEADWALL IN PLACE r - NOT REQUIRED_ » n 1-t 3.0 Tf10'1 Z3o mmI10'1 GRATING. STEPS SHALL BE SPACED 300 mm(12•) APART. THE TOP STEP SHALL BE 175 mm (78) AND POUR CONCRETE ADHESIVE ON THE FACE OF THE WALL PRIOR �- � BELOW THE TOP TO THE GRATING AND PROJECT 63 mm(2 1/2•). ALL OTHER STEPS SHALL TO CONSTRUCTING NEW MANHOLE. DOWELS SHALL BE INSTALLED A MMIMUM OF 6 GRAVEL BASE MATERIAL SHALL BE PUKED AND SHALL BE WITHIN PLUS OR a _, _ �� 3.S m(1rI xs0 nrw110.1 R60U1RED PROJECT 130 mm(5•). .. MINUS 0.1 FOOT OF PLAN GRADE MEASURE PERPENDICULAR TO THE SLOPE. • w.. Kill SUP- y 3-4 1•2 M(49 ISO mr4I6.1 S• DOWELS ARE REQUIRED AT EACH CORNER AND AT 2.1 111(T) ON CENTER (MAXIMUM) ALONG THE Q M I/�')ClEAR TORT FOR NOT REQUIRED BACKWALL. BY DRILLING INTO EXISTING MANHOLE, 1" DIA. AND EXPDXIED - TIOL[ 3-4 2 RI 200"..(.•► ® 12" O.C. X 6" LONG. AND SHALL EMBEDDED THE DOWELS INTO SEE DETAIL A rri STONE SHALL BE CAREFULLY KEYED AND SET TO FORM A STABLE LAYER OF RIPRAP. PLACEMENT 1 5 me ._, x,, �., :oo mnlA,1 �• THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN: (3.1111 OWOUIRED 300 MONOLITHIC CATCH BASIN CONNECTION SHALL START AT THE BOTTOM OF THE SLOPE AND WORK UPWARD. STONE SHALL NOT BE DUMPED 3-4 3.5 mII:•1 aso"..110.1 309 CATCH BASIN REINFORCEMENT NEW MANHOLE WALL 12" DEEP. I I S 1.2 WWI I30 mm(6.) 3 10 CATCH 311 FRAME AND IGRA INGPFORECATCHMBASIN8� PROTECTION BAR FROM HEIGHTS GREATER THAN ONE STONE DIAMETER NOR PLACEMENT METHODS THAT MAY CAUSE _ ____ I ,-. ,..RII.I :00, ,.,, NOT REQUIRED 639 STEEL STEP B36 POLYPROPYLENE PLASTIC STEP I _� �• MISPLACEMENT OF STONE. ,,,,�„•1 � �-. z•m(.•► :00,�(.•, 1 CONSTRUCT TRANSITION �y I 10. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT EXACT DE WEEP HOLES 3-6 3 W12') 250 Rr,,(10') VALUES. IF METRIC VALUES ARE USED. ALL VALUES USED FOR CONSTRUCTION SHALL SIEu- �~� I I STRUCTURE PER A.P.W.A. IOIIAL ROUIIIII CONNECTOR PI OR METRIC VALUES• EXCEPT REINFORCING BARS SIZES IN ENGLISH UNITS MAY B SUBSTITUTED EQ CONSTRUCTION MONOLITHIC CA 'S 1•Z.�14'1 ISO mm(6') E A 8 O.C.O , ON FOR RIPRAP SHALL BE PLACED IN A MANNER WHICH WILL PRODUCE A REASONABLY CM REQUIRED FOR METRIC BAR SIZES. IF ENGLISH UNITS ARE USED. ALL VALUES USED FOIE CONSTRUCTION -~� STD. 340--1 AND MANHOLE SECTION AONIIIIIIIIIIIIIIA WELL-GRADED MASS OF STONE WITH A MINIMUM PRACTICABLE PERCENTAGE OF VOIDS. THE JOINT(tYP.1 BASIN CONNECTION :•,, ,,, 200�„(s.1 SHALL BE ENGLISH UNITS. SECTION A-A '6 a.s m(Ix'1 sso mn,(lo•1 EXISTING 48" DIA. SHAFT PER APWA STD. 323--1 RIPRAP NOTES: ENTIRE MASS OF STONE SHALL BE PLACED IN CONFORMANCE WITH THE LINES, GRADES, AND THICKNESS SHOWN ON PLANS. RIPRAP SHALL BE PLACED TO ITS FULL COURSE THICKNESS IN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION- N CALIFORNIA TER STORM DRAIN ELEV.R= SEE PLAN STONEWORK SHALL CONFORM To THE STD. SPECIFlCATIays of A.P.w..A. ONE OPERATION AND IN A MANNER TO AVOID DISPLACING THE UNDERLYING MATERIAL. CHAPTER S = SEE PLAN '^wMKSm°� CURB OPENING CATCH BASIN STANDARD PLAN STANDARpP1AN ru.uc woRlut su►,o�wc.. METRIC METRIC pRE�""°°"C°"""'r" WITH GRATING(S) 302 -2 CURB OPENING CATCH BASIN WITH GRATING(S) 302; 2 D 1= NONE STONES SHALL BE ANGULAR AND THE GRREATEST DIMENSION of EACH PIECE SHALL NOT ,•., BE GREATER THAN THREE TIMES THAN THE THICKNESS. REV 1... USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKI 1�TINJCTIDN SHEET I OF 2 REMOVE INTERFERING PORTION OF D2=54" MAXIMUM SIDE SLOPE GRADIENT IS 3: 1. EXISTING HEADWALL AND CONSTRUCT B=48" STONES SHALL BE SOUND, DURABLE,HARD, RESISTANT TO ABRASION AND FREE FROM LAMINATIONS, 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 ALKAU,SaL, CLAY AND OTHER REFUSE OR COATINGS. STONES FOR RIPRAP SHALL BE QUARRY STONE. FINISH EXPOSED SURFACE OF CONCRETE WITH WOOD FLOAT. RANSITION STRUCTURE DETAIL DETAIL 1 IOUTLET STRUCTURE DETAIL DETAIL 2 CATCH BASIN DETAIL DETAIL ' 3 f .w, � ♦ f F,r J r, e/ ee, 1 CONSTRUCT 6" CONCRETE CURB , 1-15 XG) f �°� f�' '' - � w PER APWA STD. 120-1, 2 CONSTRUCT 7" THK. CONCRETE PAVEMENT PER ARCH'S PUN 3 CONSTRUCT 4" THK. CONCRETE SIDEWALK PER ARCH'S PLAN / / / 4 CONSTRUCT RETAINING WALL PER DETAIL ON SHEET 9 5 CONSTRUCT 7" SQUARE GRATE BY NDS MODEL 773, COLOR GREEN 8 CONSTRUCT 6" PVC STORM DRAIN PIPE,SDR 35, D-3034 CN / / TOE OF SLOPE '' ""�-' - - " CONSTROCT .S 7 CONSTRUCT 8 PVC STORM DRAIN PIPE,SDR 35, D-3034 SCALE: 1" -- 10' '� i � / � `'' � ,.._�- .�.µ�--- "�. �'.. .µ� �d C) PER ,tETA1L HCRr Ole, O » 10 5 0 10 20 d - 8 CONSTRUCT 12 PVC STORM DRAIN r f o PIPE, SDR 35„ D-'3034 /� � /�'' / -�' °'' ^'� �'" � ^� � 20 CONSTRUCT CLEANOUT PER GRAPHIC SCALE � � �� �� � � �' '-• � �"�" °--ry O PER DETAIL 5 ON SHEET 10 A p 10 CONSTRUCT HANDICAPPED RAMP r-' �, �,; • 000 O , .' ,�' � PER DETAIL 4 ON SHEET 11 '" '� ' Q --_� .�. _� STA. 3+88.00 11 CONSTRUCT FENCE PER ARCH'S PLAN ,fr' .� � q �' ' 12 CONSTRUCT GATE PER ARCH;S PLAN l I f .•" I ,-'" �' yr ,,� �. �.. r'` -..w� 4 Z TW 13 t 997.00FL CONSTRUCT CONCRETE BOMANITE PAV'T I / � '` ,. /" I 996.0 T.FTG 002 65T•FTG r PER ARCH'S PLAN ,� N ,, o ,., ' � +r., 19 1. 14 CONSTRUCT CONCRETE DRIVEWAY PER � ' ,� •�' �' ` 0 , CITY OF TEMECULA STD. 207(A). ., ��- ,.- �~- F ° '- M' EX. CONCRETE CURB W- 24.0% R=5' •' �,� / - . + -� RB O rF 15 REMOVE EXISTING 6" PIPE '' / '�' / �•.. �� OV.• I °''' 16 CONSTRUCT STORM DRAIN PIPE -� . "'� / � � �..� � �,p �'� r `''� `� 3: 1 S MAX, PER SHEET 5 / �- ,� �• p' 17 CONSTRUCT STORM DArIPt�1�1F .._ „�. -^' - ' ,,. �A .- ' - 1005 \ A A SHEET 6 � -�_�. y.M.. M.. .w -..�. .� .._-�-� � .,.-" I .r^," .._�. ._ -� �� ., FLOOD PLAIN "- � V. 100 18 REMOVE EXISTING'CHAIN LINK FENCE ,. ' �' °' ,,. r' 7 STA. 4+54aCf 19 CONSTRUCT CONCRETE SWALE PER �,.. � `� ..� `� '` �� '� .�� `� -� � X. BLOCK WALL TO DETAIL 2 ON SHEET 10 998M.W. --� ..�- .�- = , - a BE .�- ,.� �... � PROTEcTEo 1N P �- / 995.00T.FTG LACE 20 CONSTRUCT i X 6 RIPRAP PAD WITH ,.- / '99 5.00 . MIN. 12" DIA, ROCK EMBEDDED 4" INTO " �.�V, 6" THK. RIPRAP CONCRETE PAD �, � / �- �' I �� I ,f f �, / ._-.µ. 00 WALL B-1 2 WALL. _ .• _ w ..... -STA. 3+84.00 STA 3++54.00 00 � _.,. 5 191008 00T.W STA 44 4.40 -� .�. •. -- �...��} m. . _ .. 2390 5 1010.75FG 4 1 04.00TW 997. I _ .._ 1008 OOTW OOTFT w 997.00T. 010 998.32T FTG 997.57TF�`G , - �. w_.__ 1001.0 NG �" 1 INV• 1 11.32 LTG 'Sy 997.57 1007•�FL __ 7 g D/ 2 �- w - _ .. _ 997.43 I w N a sTA. 3+ s.o0 a ,3.. f 1010.75FG -- _ S 4 3� � � M � - - .. .,_w.. � 011 1005. STA. 3+3 00 � �._. _-___ ---� .� 10 , .40Fsw� ,� .�. ww IRTµ, �~ 1006.OTW 998.32T T �, - 0�� 007 0 y 010 5 01 �. w i.,w 1002.57T.FTG + 0 FL 1 = � - Oo �00 4 5F .k - 1610 75FS I nnR. N\ _7 1, 1 -.� 95TC 9' " ,� -, ._.�.. -.�.. ��N � ,gyp,,, I 1 - .19 1 MATCH LINE SEE SHEET 4 CONSTRUCTION RECORD DATE BY R E V I S I O N S ACCTD DATE BENCH MARK Est PREPARED BY: SCALE K. � SEABOARD ENGINEERING CO. LD-03-147GR r '� 1100 S. BEVERLY DRIVE STE 201 Recommended CITY �F TEMECULA DEPARTMENT OF PUBLIC WORKSLOS ANGELES, CALIFORNIA 90035C d By. Date Contractor Horizontal `7� � NO. 13737 =. TEL ryy(y�S) BO RDd5EAB0ARDENG O.COM 7339 SEE SHEET 1 GRADING PLAN Inspector � Exp. 3--31-2005 Accepted By : Date 6 3 � Ed Date CO leted Vertical ��'' BY GORGE K. BERNHARTH R.C.E. 13737 DEPUTY DIRECTOR OF PUBLIC WORKS mP .q �iv� MR. RONALD J. PARKS, R.C.E. DETAILS 0� CAL�FC Designed By: M.D. Drawn By: M.D. Checked B : G.K.B. R.C.E. No. : 19744 Expires: 9-30-05 Sheet of 10 �_........... ...._ EXIST LP -a SAA 3 3✓6 MAI[,. WT DwgbR F•►�OP.. OAR 3 x 3/0 ..�. WELDED ON ................� ,t..OR .--.... SO,T'OM OF � +i #- 1/2• BOLT Aty4 MAIf, 11: a THE RACK AS I CONTOURS, � ��NiIIT AND CONC• SUPPORT 5TIEri°vNCR, ff A( TYP. . 840 3 x 3/4 i r—SAR 3 x 3/8. TV*, y�:E::SSAIR`! I r"" 11 NOT wt't.Oto ON WHEN L� ; .• r-—-ROl NDM COTIDFF OgTTC2Mr!AI -WCTYEp. GEtEa.,E.H-� THE RACK A5 `� , ! � l�2/9 Trv., ff POINT I PAPE OR 48Z W�OFER8LE MAxIMUMULSENGTH WITH OF RACKRLRK$Sp4Bo. ❑UT OF VEHICULAR TRAVELLED WAY CONCRETE SHALL BE CLASS _ 520-A-2500 WITH MAX, �Iir��rrr':R, i � .� i OWO•SOLT PRpF �A£I- � r-��!1�-- TYP. ..w_....._..........� [ OM 1 ��1�-- �..�"w 1� WHEN 2. L CAN BE ADJUSTED SO THAT THE SLOPE OF THE RACK IS ACCESS FRAME AND COVER TO BE SLUMP ❑F 3' iro n �l G ,r j ++tJT. s —- I ey'M OR a" �' t'_'MI'FOMIENT, + - * APPROXIMATELY 2 HORIZONTAL TO I VERTICAL. �.t TYP *"` r `� jr I,: .; ! PRECAST CONCRETE, 6' (MIN.) M CISH.21 t; .. I 3. THE CONCRETE SUPPORT IS NOT NECESSARY IF EXISTING OR t AElCE.ET �i --B�, �1 PROPOSED INLET STRUCTURE HAS ADEQUATE SUPPORT CUTOFF 1 PRECAST UNIT F❑R 4' PIPE GRADE A Cr t 1 _ �' \ -+3�1�•q WALL. IT DOES NOT ELIMINATE THE NEED FOR A CUTOFF WALL BUT SYhMA"T14lCA1 �, T TYP 1 r —.- _ CAN ICE INTEGRATED WITH ONE WHEN REQUIRED AT A PARTICULAR 3 PRECAST UNITS FOR 6' PIPE (NSTTYw. 2' Afi M A.S., S• ALLATION, QuTLEl �, � t{- MII�1. C01►L�R 7. ?q � Nou'T! " SH,, - 4. GALVANIZE ALL EXPOSED FERROUS PARTS AFTER FABRICATION. IN VEHICULAR TRAVELLED WAYS •+ • (SH 2,+F , - 73YMM,TlrEc4t.. rCu SECTIQN S. IF FIELD WELDS ARE NECESSARY, USE GALVICON, GALVALLOY OR •. .--� • _ � n ABOUT t l T AI AGENCY APPRpVEO EQUAL FOR COATING. ACCESS FRAME AND C❑VER T❑ B .. �_. CAST IRON. f �'E•.� S. ALL BOLTS SHALL BE 1/2• IN DIAMETER AND T IN LENGTH. ON 1 f l.W4•tNAx' 1 r t5H 2P REMOVABLE PORTION OF THE RACK, USE 300 SERIES STAINLESS �, N Ot�TI" I ' '-IJ. ,I�ISH.2) (TYP,)- 1 t f +w- A !T $ SI , ttiQLT#NUT STEEL BOLTS AND NUTS. FOR WINGWALL BOLTS FOR CASE A, Ct�NL3Uti "M" _may " IKWIK-OOL.TON 3 3n• AND WHERE HEADWALL AND WINGWALL ARE EXISTING. HILTI ••' fl, '-> t. I/r# x 7•LtNO �� _ r EX13T. Oil EQUIVALENT WOC iTYP• KWIK-BOLT OR EQUIVALENT CAN BE USED. W BOLT AND NUT, $- pRop. SLOPE J EXIST, OR PROP, f EMSEDMENT. 'TYP, j HEADWALL.AND rrAi��.'1r� � s � IIAAR 3 t 318. CYP. � f� RISER SAME SIZE a Pq wI*G4�wE.l., .... . ra .may " �. CASE 8 pOR Sn• Mtov OTuv MMID NUT. TYE>.f—�-� " •pan 3 rt 3/S. TYP, A 1 , up t P.) ( Mtll.E� AS SEWER LINE P.V.C. PIPE C i/2• 4 DOLT A w � ►. .. �� I I DE 'f• Q CASE Aa/�• ELMSF. i r T1"P. r �.. f:.... FOR DETAILS c, sa.x. 3 ate. 6 (MIN.) ., —SEE SECT, C—C. $11.2. ( kp—rT- FOR OETAILS f'"' SCE $CCT 0-0. SM.'r2iLsFOR _. -r�_. _ ► TYP. u H y �A 3.s/t g Se 099T 0-0, � .. ff ��1c 1NIPPORT, SEE 3��p,p r Y . 4 OJCC E2000 WITH MAX,LASS ., 6' MIN.) W�:w•-- ✓4 ,I scTlaE p- - SLUMP ❑F 4' P❑URED DETAILS 1 ..� ..... OUTLET _. :'w. QN CONDUIT V REAM AGAINST UNDISTURBED . .. .��-' - '.L-- �iMuETr-_ Coc. sEE�oEar EARTH. ' DETAIL "E• (SM" 1 f M CONC. SUPPORT 1 W SECTION A-A r l ,.. ;TYP,- � S/16 R a . .TA.1.LwF. EXIST OR PROP. �.. w .i r5H.21 � E+Fatawlrt.t.. AND � �,: a WINGWALLEXIsT 011 POOP A , ' ^n HEAOWALL. ' 1 3 ��' TILE CA f � �aPE_►zfDr ; WITH MORTAR VARIES WITH ' - AR 3 3A PIPE SIZES .� SUPPORT— •� ,...... :.........::..':..:.,. I H.21 "..... ..... ...,. ............`,`Jp 1 (ETAIt 'F+ (' M. I)I �D $4 REMOYASLE :.,.• -jl 1" 3'x REMOV4tlt,! ` ,,,.._I. r� Pm....,. PORTION---..._..C' "` ETYP.1 Pae�t±tlt�—-... tTYI�.) JMS OF DETAIL"E* '' CASEA CASE 8 I�tLREMQVABLE TI I%2a ELEVATI ELEVATION AMERICAN PUBLIC WORKS ASSOCIATN]N-SOUTHERN CALIFORNIA CHAPTER STANDUM PLAN ASSOCIA'I7tlN-SOUTHERN CALIFORNIA CHAPTER AN - RN CAL STAIIttrw reAN 361 -0 '"���"�"PUBLIC �'�� TRASH RACK (INCLINED) N L T TO SCALE ...._...-........-...-.W_... . 3fi1 -0 TRASH RACK (INCLINED) °T�IVD/mitFlHN TRASH RACK (INCLINED) 361 - 0 UBE VATH STANDARD SPECIFICATIONS FOR PM.IC WORKS CONsTRUCro" BteE r'.T rh` A S RACK DETAIL 6 STORM DRAIN CLEANOUT 5 1/2" RADIUS ON ALL 2 4 REBAR CONTINUOUS 3j40 THRU. EXPANSION JOINT OUTSIDE CORNERS PLANTER — REFER TO 1A TACK COAT CONC. 6" LANDSCAPE DWGS. SURFACES IN CONTACT IAA WITH A.C. PAVING NOTE: 2 GROM DETAIL SIDEWALc CONCRETE cv FOR ADDITIONAL INFORMATION = E" » PAVING !' ' ' ' ' — SEE ARCHITECTURAL DRAWINGS 0 TYPE C � '� SEE SPECS. 12 ASPHALT — SUP ";PHA T LATEX FINISH - d • a I I III III III I I Elf w =1II III III 111= Q EMULSION JOINT SEALER �! UNLESS OTHERWI5E SPECIFIED U, 44 d m •• ' ��/ SEE DETAIL 7 I II �- 11 I I \\ �� . • 112 aD 1 12 J —III I I COMPACTED SUBGRADE • \� — HEREON 8.33ii w�X 8.33 PER SOILS REPORT ' � lip III II -' l l III III III III III ,"I ' 0 �, _) CL 2500 CONCRETE • e" PCB CURB 11 E 11111 , fi" X fi" X 10 GAGE W.W.M. \\\ �\ '" w � Iruw e.o' 3/4 X 2 1/2 6.0� �1 �RADI�USWrrH�40�SMO�OTH� BUILDING WALL III PREMOLDED N0� KIT OR RETAINING WALL BITUMINOUS 1. SACK FINISH ALL VERTICAL CONC WALKING. SURFACES SMOOTH. ALL FLAT WORK ! / TROWELED SIDES AS APPLIES III SURFACES SHALL HAVE A NON-SLIP MEDIUM BROOM FINISH PER SPECS. ICI JOINT FILLER 2. INSTALL 1/2" FIBER EXPANSION JOINTS IN ALL CURBS AT 25' O.C. MAX., AT ALL !!s 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% 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 ACC'D DA BENCH MARK e SEABOARD ENGINEERING CO. D�-03-14-77G]�,1_ K E e Date � CITY TEMECULA DEPARTMENT OF PUBLIC WORKS SCALE R Recommended By. g,M, �,�.0 1100 S. BEVERLY DRIVE, STE 201 RIVERSIDE C"TY OESIAiAIM W-7-60 p LOS ANGELES, CALIFORNIA 90035 STANDARD arc. Horizontal No. 13737 x TEL (310) 77-7 37 FAX (310) 277-733s FRO MAIN M THE POST'a'MCEFEET,AAT�oTMa AND'G010Ri�Y FIW A NOTED � wrvw.sE OSEABOARDENGCO.COM Accepted B � Date � a SECTIONS AND DETAILS 8 NATIONAL BANK BUILDING), SET VERWALY�NORTHEAST `S N� Exp. 3`31-2005 y CONCRETE WALL, 1.5 FEF1 NORWEST OF THE EAST CORDER OF A THE BY r DEPUTY DIRECTOR OF PUBLIC WORKS TEMECULA SENIORS APARTMENTS --- ----- DOOR COLUMN AT THE EAST CORNER OF BUILDING, 23 FEET ��t MR. RONALD J. PARKS R.C.E. ABOVE THE FIRST CONCRETE S1EP, AND ABOUT 2.5 FEET HG*lt Vertical ,9 C V GE GE K. BERNHARTH R.C.E. 13737 THAN TFE STREET. F R.C.E. No. : 19744 Expires: 9-30-05 Sheet 0f 10 DATE ADa 1970 ELEVATION : 1005"O1 FEET N.A. � Cp,L� Designed By: M.D. DTawn By: M.D. Checked By: G.K.B. r Z NOTES A A. MAIN LINE RCP OR REINFORCED MONOLITHIC 1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER E 150 mm u E 50 mm c) W �, OF THE LATERAL IS GREATER THAN 1/2 THE INSIDE DIAMETER D OF THE Ln 6 fi 1200 mm GRADE BREAKS 1200 mm N I MAIN LINE; OR WHEN THE INSIDE DIAMETER S OF THE LATERAL IS GREATER ATTER 3:12 ATTER 3:12 (4') MIN W (4') MIN M ' H THAN 600 mn1 (240). B SHALL NOT EXCEED .TS 0 OR 975 mm (39"). N. v SLOPE 8.3% o r R,`` 2. D SHALIF THE L RIEFER TON LINE STHE CLEAR RSPACEDN OF THE ARCHNOLITHIC . REINFORCING H STORM ISTEEL Y S� R In 2% 25 mm (1") CF r� I SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME E El �- MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A E-� �a 4 c3.1 MIN. �� c j s� REINFORCED MONOLITHIC ARCH. CONNECTOR PIPE w ul) In STATIONS SHOWN ON THE PROJECT DRAWINGS FOR LATERALS APPLY AT THE LEVEL X W♦ X t INTERSECTION OF CENTER LINES OF MAIN LINE AND LATERAL. STATIONS 25 mm A SECTIGN A- A \ SHOWN ON THE PROJECT DRAWINGS FOR CATCH BASIN CONNECTOR PIPES Al -150(6) AND \ / A,It APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH W (RouNo sM BARS , THE CONNECTOR PIPE CENTER LINE. Al -200 8 A2--150(6) AND A2-200(8) TYP A a EDGE X c (•4 O 6.1 OC 4. VALUES FOR A. S. C AND 0 SHALL BE SHOWN ON THE PROJECT DRAWINGS. E CURB FACE, mm X, mm Y, mm a s '° I TO 75 Rnn 150 fi" or less 900 3'--0" 1200 4'-0" r- J W =• Z� I(3.1 R _ `'� ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REOUIRED PER ( ) ( ) 0 NOTE 5. i W " " ( ") e I i43 OR 4 4 0 1e•1 175 (7 ) 1050 (3'-s ) 1425 (4*- W;W 0 �, OC TIE BARS -,� " " QIw � �, $ I �, W. a. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PROJECT DRAWINGS amr m A 200 (8 ) 1200 (4-'-0 ) 1700 (5'-8") x1 W N "� I E AND F BARS IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY. E u w .-p• " " " u' m I ISM p 11 Oc b. ELEVATION R SHALL BE SHOWN ON THE PROJECT DRAWINGS ONLY IF A 225 (9 ) 1350 (4'--6 ) 1950 (fi -6 ) c•s O 3'I a STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION 7A SEE NOTE 8 E Omm 150m 150 mm � (6 fi MIN 6 20 mm (3/4") R 1200 mm 250 (10") 1500 (5'--0") 2175 (7'-3") ., OF AN INLET PIPE. GRADE BREAKS " " " to STA. PAINT .r A e. ELEVATION S SHALL BE SHOWN ON THE PROJECT DRAWINGS IF AN INLET. BATTER 3:12 BATTER 3:12 (4') MIN 275 (11") 1650 (5,-6") 2400 (8,-0") � "�' � -, CONNECTORPIPE ALE OF PIPE IS. TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE L,• BOTH SIDES 300 (12 ) or more 1800 (fi -0 ) 2625 (8 -9 ) ' SEE NOTE 3 SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE SLOPE 2.ox � � eo � VALUES FOR T -r Y J 13.) MIN. CATCH BASIN OR GRADE BREAK IN LINE. NOTES: ' ~" 6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE E; E I LTA. AL g T INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN to E 1. RESIDENTIAL DRIVEWAYS SHALL BE 100 mm SEE N01L'E 3 RADIALLY IF ANGLE A IS GREATER THAN 450. B IS LESS THAN OR EQUAL TO tn tO W (4") THICK PCC. 3ov u2.1 130 „" Is•1 600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN PLAN 375 mm ns•1 ►3o mm 19.1 D1 --150(6 AND _ _ .5 D: OTHERWISE. STANDARD PLAN 340 SHALL BE USED. 5 mm - ` ) A♦ 2. COMMERCIAL DRIVEWAYS SHALL BE 150 mm 525 ffln (21') 130 mm c5.1 7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE. �� 200�8Z� (s ) THICK PCC. SPUR 14M O 450 mm 60t) � 124.1 140 m++ t5 I/2.1 A3-150(6) AND �1.3-200(8) 1 TYP E 1'3 OR •4 O 1e•1 675 mm 127.1 t46 mn is 1/2") S. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL 3. WEAKENED PLANE JOINTS SHALL BE INSTALLED OC TIE BAR Iso + rSo•1 Isa ,�„� t6.1 TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE AT BOTH SIDE OF A DRI`N�WAY AND AT G OARS ISM p 150 R+►n TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE NOTES: e'1 .-. REINFORCING STEEL $25 mm (55.1+ 170 mm t6 }/2.1 = = APPROXIMATELY 3000 mrr'1 (10) INTERVALS. ( c04 o b•1 OC �� CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF I 900 min t36'I ITp i+�m t6 �/x'1 I. THE LAST NUMBER IN THE DESIGNATION IS z sG MM 13.1 MIN. 1 975 "In (39.1 too mrn 17•I THE SPUR. 4. CURB FOR TYPE C DRIVl�WAY SHALL BE THE CURB FACE (CF) HEIGHT, mm INCHES). E N #10M x 258 mm ..,�, I 2. GUTTER WIDTH, W. IS 600 mm (24"� m INTEGRAL AND MATCH AVJACENT SPpING �/ N 9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND UNLESS OTHERWISE SPECIFIED. 150 mm ? (#4 x 1 " OC A CONSTRUCTION, LINE I� ` l I E fi v ( !4 x 10 • 4 OC) INTEGRAL CURB I�ROuNpI o - i30 tS•1 m © - TIE BARS ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A 3. TYPES Al, A2, A3 AND C1 SHALL BE E -- �"` : � JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE GROUTED IN PLACE j 1 EDGES ELE�. R CONSTRUCTED FROM PCC. 0 5. REFER TO LOCAL DEVELC�'MENT REGULATIONS ( I E SARs ISM i•s1 CONCRETE ENCASEMENT SHALL EXTEND 300 mm (120) ABOVE THE TOP OF THE 4. TYPE D1 CURB SHALL BE CONSTRUCTED BATTER 3:12 1200 mm FOR AMERICANS WITH DISABILITIES ACCESS ELEv S / O so "+�,+ ts•I oc MAIN LINE AND TO THE LIMITS OF THE CRADLE. FROM ASPHALT CONCRETE. v (4) MIN REQUIREMENTS AND MAXIIMUM PERMITTED ;� I r ` G BARS IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE 20 mm GRADE BREAK DRIVEWAY WIDTHS. I T T OPPOSITE INLET MAY BE OMITTED. 5. TYPE C1 CURB SHALL BE ANCHORED WITH �(3/4") ." �. . . , "�� � .� F OARS ISM (�91 ( J STEEL DOWELS AS SHOWN OR WITH AN Y R R 6. DIMENSIONS SHOWN ON ��IIS PLAN FOR METRIC EPDXY APPROVED BY THE ENGINEER. 75 mm (3") O 73 ntin+ (3•I OC �\ �� 10. REINFORCING STEEL SHALL CONFORM TO ASTM A BISM. GRADE 300. (ASTM A bIS. B. ALL EXPOSED CORNERS ON PCC CURBS AND ENGLISH UNITS ARE NOT EXACTLY EQUAL CONCRETE CRADLE, �--_1 GRADE 0). AND BE PLACED 40 mm (1 1/2 ) CLEAR FROM CONCRETE SURFACES. VALUES. iF METRIC UNI-15 ARE USED ALL EADIsT�.1ReEo , UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS AND GUTTERS SHALL BE ROUNDED WITH A EARTH N N 205-c-14 c450-c-2000l. � THAN J DISTANCE FROM CENTER LINE WITH J=70/12 + ISO mm (6•}. I VALUES USED FOR CON�7RUCTION SHALL BE SEE NOTE 9 15 mm (1/2") RADIUS. � . 7. DIMENSIONS SHOWN ON THIS PLAN FOR T W METRIC VALUES. IF ENG4'_ISH UNITS ARE N. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF METRIC AND ENGLISH UNITS ARE NOT USED, ALL VALUES USED FOR CONSTRUCTION SECTION Z-Z SECTION M-'M THE SPUR. EXACTLY EQUAL VALUES. USE EITHER C1 •-150(6) AND Cl -200(8) A♦ SHALL BE ENGLISH VALu S. 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS ARE NOT METRIC OR ENGLISH VALUES, AS REQUIRED, BUT NOT BOTH, EXCEPT THAT EXACT EOUAL 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 8E 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 "*01*'�°"r'�'Y"'" JUNCTION STRUCTURE- PIPE TO PIPE INLET 6r""MErRic`�'" AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD MAN WOMM JUNCTION STRUCTURE --- PIPE TO PIPE INLET STANDARD PLAN STANDARD PLAN "�c KB00KGC�1"MTTEI ID t GOO mm (24) OR OD � 1�2 MAIN LINE ID 331 - ,2 331 - 2 MURIC rROMUIpATED BY THE METRIC PROAAULCiATED BY THE i�,, MALIC WORKS STANDARDS INC. CURB AND GUTTER - BARRIER PUIILIC WORKS STANDARDS INC. METRIC ��!Df 2 ID 2 600 mm (24") OR OI�> 1/2 MAIN LINE ID SHEET 2 of II' GREENBOOK COMMITTEE GREENHOOKCOMMITTEE DRIVEWAY APPROACHES 110 - 1 I usE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1"4 120 - 1 (Rev.3/29/99 1t9l4 '�.19M USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1 REV.19" '~"""'„'""'" (REV.3129/99) ) USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU/�ON SHEET 1 OF1 APWA 120 1 APWA 110 1 2APWA 331 2 3 t LATERA / GENERAL NOTE CONNECTORPIPE /' �N. IOMa450 MIN IL LATERAL/t:oNNECTOR PIPE coN1r. PIPE. RCP OR CSP I. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS t•3 OR •4as•1 oc--- L MAIN LINE RCP- ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED. ALL ROUND EDGES TO RADIUS G NOTES 4. MAIN LINE RCP 100 VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF of ND EONS TO 10 of �- ' ENGLISH UNITS ARE USED, ALL VALUES USED FOR CONSTRUCTION LATERAL. (3 MAXIMUM I,V I THE HORIZONTAL ANGLE OF CONVERGENCE OR DIVERGENCE. A. SHALL �:r SHALL BE ENGLISH UNITS. �� t /' ; NOT EXCEED 5.45'. � CLASS C ` y ' 139 MORTAR I SEE NOTE 4 NOTES A A B OARS Is* OUND EDGES VALUES F • TO 75 mm (3 ) R 2. ES OR A. B. C. DI AND D2 ARE SHOWN ON THE PROJECT T PT CASE I AND CASE 2 DRAWINGS. ELEVATION R AND ELEVATION S ARE SHOWN WHEN \ i �g SMING OF REQU I RED BY NOTE 10. �. INLET PIPE ;yy„ 54 1. IF ANGLE A IS LESS THAN 45' OR IF D IS LARGER THAN 600 mm \ B 5 Kt-L WITH �• r'•• , SEE NOTE • (24"). THEN ANOTHER STANDARD STRUCTURE SHALL BE SPECIFIED. P 3. FLOOR OF STRUCTURE SHALL BE STEEL TROWELED TO SPRING LINE. NOTE a A 4S 26S C-14 �e �t�:J4.•` SEE P (430�-20001 rr. I t WAIN LINE CONCRETE OR * ' 2. THE OUTSIDE DIAMETER OF THE INLET PIPE SHALL NOT EXCEED 4. REINFORCEMENT STEEL SHALL CONFORM TO ASTM A 615 M (A 615). COMPACT 501E TO Y 'I c - - o-- GRADE 300(40). AND SHALL TERMINATE 40 mm W 1/2") CLEAR OF RELATIVE DENSITY �"•' ONE-HALF THE INSIDE DIAMETER OF THE MAIN LINE. CONCRETE SURFACES UNLESS OTHERWISE SHOWN. LONGITUDINAL • REQUIRED BY wf SPECIFICATIONS 3. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY. IF THE TAD - BARS SHALL BE IOM Q 450 mm (03 OR 04 Q 18') OC OR LESS. CASE I UNDISTURBED EARTH BEDDING. PER INLET STRUCTURE PIPE CANNOT ENTER RADIALLY, THEN ANOTHER STANDARD FOR OIMEN310Mi SPECIFICATIONS SHALL BE SPECIFIED. AND BAR SIZES ,� 5. ELEVATION S APPLIES AT INSIDE WALL'OF STRUCTURE. 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 SECTION B-B OUTSIDE DIAMETER OF THE INLET PIPE PLUS 30 mm (10) MINIMUM F « » STATION No M Io11I (03 00 •41. OPERATION. EXCEPT THAT THE CONTRACTOR SHALL HAVE THE TO 75 mm (3') MAXIMUM. 2 °� �. SEE NOTE 4 OPTION OF PLACING AT THE SPRING LINE A CONSTRUCTION JOINT y OR i $ STATION PT. D BARS LONGITUDINAL KEYWAY. FOR OUTLET $EE STo• 5. ALL CONNECTOR PIPES FOR CASE 2 SHALL BE ENCASED IN CONCRETE • I. W �♦ CATCH BASIN PLANS v IF LAID WITHIN THE MAIN LINE EXCAVATED TRENCH OR IF LAID ON B T $ o a PLAN IIDM l•3 7. THE LENGTH OF THE STRUCTURE MAY BE INCREASED AT THE OPTION +. *u CATCH BASIN FLOOR o FILL WHICH HAS NOT BEEN DENSIFIED. t 0 D BARS OR I OF THE CONTRACTOR TO MEET RCP ENDS, USING D BARS tI1.I11 t1MCNEs1 t'IrR11 t111CHEs1 LONGITUDINAL AND BOTTOM REINFORCEMENT .IN EXTENDED PORTION "3 -14 MM 300 12 110 4 u OF SAME DIAMETER AND SPACING AS SPECIFIED IN THE TABLE. BUT (430-C-2oo0) 6. BURN OR CHIP END OF CONNECTOR PIPE FLUSH WITH INNER SURFACE Sys 13 no 4 I/4 8 ANY CHANGE IN THE LOCATION OF SPUR MUST BE APPROVED BY THE CONC. ENCASEMENT. 1/2 00 �M, OF MAIN LINE. ROUND EDGE OF CONCRETE PIPE OR RCP. ENGINEER. SEE NOTE 5 •• ��• 450 to 120 4 I/2 in � ( , :t . ;: O 323 21 140 s A. A. I 8. EMBEDMENT P SHALL BE AS SPECIFIED IN THE TAB EL coNc. PIPE. 8ACXFILL -:• 7. ALL CSP AND FITTINGS SHALL BE GALVANIZED. soo 24 14o s 1/4 - ( LE. UNLESS s• � RCP OR CSP �� �� �'� �� $75 27 140 s 1/2 1 I I I OTHERWISE SHOWN ON THE PROJECT DRAWINGS. SEE NOTE BEDDING 15. STATION SPECIFIED ON THE PROJECT DRAWINGS APPLIES AT THE 730 30 ISO 6 RIm O • 'r111N INTERSECTION OF THE INSIDE WALL OF MAIN LINE AND THE CENTER $25 33 Iso 4 1/4 E I �-� 9. WHEN THERE IS NO SPUR REQUIRED, A S B BARS SHALL BE OMITTED. SEE NOT 4. ,L oD LINE OF INLET PIPE. soo 36 I70 s 1/2 n =, ' c13>45• $73 39 Igo 7 - - 10. WHEN ELEVATION R AND ELEVATION S ARE NOT SHOWN ON PROJECT --- r.-�--•-� - - --- 9. CASE 2 SHALL NOT BE USED TO CONNECT TO THE FLOOR OF A 10'50 42 Iao 71/z DRAWINGS INLET PIPE SHALL ENTER MAIN LINE RADIALLY. WHEN ISMo4so mm t•4as•1 ot, INLET PIPE ENTERS MAIN LINE OTHER THAN RADIALLY, ELEVATION S CA GRATING CATCH BASIN WHERE THE GRATE WILL BE SUBJECT TO I1xs 4s 200 7 3/4 BOTH WAYS, TO BE USED MMEN CASE 2 VEHICLE TRAFFIC. 1200 4a 210 a n Da IS 1500 ffm I609 OR MORE SHALL BE SHOWN ON PROJECT DRAWINGS, AND INLET PIPE SHALL SECTION C-C ^ .. N BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO CATCH BASIN 1x7s s1 2zo r v2 � - LONGITUDINAL SECTION OR GRADE BREAK IN INLET LINE. ELEVATION R SHALL BE SHOWN ON • (SEE NOTES g s Io1 0 4• MI 10. FOR CASE 2. NOT MORE THAN 3.5 m 02') OF INLET PIPE SHALL BE 13so 54 240 9 e PROJECT DRAWINGS WHEN STUB IS TO BE PROVIDED IN MAIN LOCATED WITHIN THE MAIN LINE EXCAVATED TRENCH. Iw23 s7 240 9 1/4 D BARS � IoM (•3 LINE FOR FUTURE CONSTRUCTION OF INLET PIPE. 1500 60 250 9 1/2 A BARS I. OR •4) VARIES TO SUIT _ 1575 s3 260 10 F BARS CONDITIONS cx.Aas c MORTAR CASE 3 n 0 I 11. THE MAXIMUM COVER ABOVE THIS STRUCTURE SHALL BE 7.5 m (25'). 1650 66 260 10 1/4 �• n IF THE COVER EXCEEDS 7.5 m (25 ) A SPECIAL STRUCTURE SHALL BE ' 17xs a9 2r0 10 3/4 0 I , DESIGNED FOR THE COVER AND DETAILED ON THE PROJECT DRAWINGS. II. CONNECTIONS TO PIPES 52S mm t21') OR LESS IN DIAMETER WITHOUT JUNCTION 1s0o 7x 2r0 11 a •'" 10MO450 mm Ile a STRUCTURES OR PRECAST Y BRANCHES SHALL BE MADE WITH.SADDLES. 19'30 74 300 11 3/4 0 � (•3 OR •4 B MARS 12. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS 2100 a4 320 12 1/2 O ISO) Oc EL�v. S ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL aN T c + t2. THE OUTSIDE DIAMETER .OF THE INLET PIPE SMALL NOT EXCEED ONE-HALF 2250 so 340 13 1/4 8 $ ELEV. R VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES EXCEPT THE INSIDE DIAMETER OF THE MAIN LINE. 2400 96 340 14 REINFORCING BAR SIZES IN ENGLISH UNITS MAY BE SUBSTITUTED FOR 2330 102 400 131/2 METRIC BAR SIZES. IF ENGLISH UNITS ARE USED, ALL VALUES USED PLAN SECTION 13. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE7•OF THE MAIN LINE 2700 106 410 16 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 1/2 -- • I5M045o RwIA (•4018.) oc 3000 120 440 17 y BOTH WAYS. TO BE USES SADDLE CONNECTION 14. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE 3130 126 440 17 o OREMORES 130o nlrn Iso•) �� A SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE 3300 132 450 17 1/2 N a MAIN LINE SADDLE PIPE. 3450 130 450 17 1/2 1 N' � R- i 3600 144 460 10 a SECTION, N N 15. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASES I AND 2. PR JECT N M-M-Nu AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALAFORNIA CHAPTER PROMUL°AMfffTP* JUNCTION STRUCTURE - PIPE TO PIPE STANDARD PLAN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAF rrER """G fAa0OK'ANO ITTEE � M Ic AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER `31��N°O110114 "11 ID < 600 mm 241 332 - STANDARD PLAN TRANSITION STRUCTURE STANDARD PUN AMERICAN PUBLIC WORKS ASSOCIATION-SOUTHERN CALIFORNIA CHAPTER STANDARD PLAN IC PROMULGATED��M6 ! METRIC RE;,;, USE Nl1THSTANDARD SPECIFICATIONS FOR PUBLICWORKs S�+ 1 JUNCTION STRUCTURE -- PIPE TO PIPE 332R- 1 GRWOM ER PIPE TO PIPE 340 - 1 TRANSITION STRUCTURE METRIC 11 D 600 m m 24" SMEEf z of 2 R ,*� USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONsTRUCT10N SHOT 1 of PIPE TO PIPE �2 � ,.....�„wn•.�-.wh��r�rr�i nor..i .. r nmr, rrrrrraw., APWA - 332 - 1 4 APWA - 340 - ROUGH GRADING PLAN 1 5 CONSTRUCTION RECORD DATE BY R E V I S I O N S ACC'D DATE BENCH MARK PREPARED BY: SCALE rc. B R SEABOARD ENGINEERING CO. Recommended B : � Oat a CITY �F TEMECULA LD03-147GR U.Na� 1100 S. BEVERLY DRIVE 01 Y e ZDEPARTMENT OF PUBLIC WORKS c� 'ky , STE 2 RIVERSKIE OQ1Nm OES111f1A110N e00-7-M I LOS ANGELES, CALIFORNIA 90035 Conhdor STA 2tAM B __ H011ZOIlta1 �u No. 13737 -: TEL. (310) 277•--7337 FAX (310) 277--7339 ON MAIN STREET,10RAN 000 FEE SOUTH OF AND AG1=1W SILT � � WWW.S ABOARDOSEABOARDENGCO.CO9 FROM 1W POST WM D Il�spxtor NATIONAL BANK B.5 FEcA SET vERI1cALY N THE NORTHEAST Exp. 3-31-2005 Accepted By : Date 3 �3 DETAILS CONCRETE wAu. 1.e FEE NORTHNEST of,►E BAST ooRNER W A DEPUTY DIRECTOR OF PUBLIC WORKS Date C I ABOVE TT4 FFMSTDOOR OMM T IE STEP, AND ABOUT2.5FEFEEET H3K;FEERR Vertical C BY Date BY GE RGE K. BERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. TEMECULA SENIORS APARTMENTS ��' ��� F R.C.E. No. : 19744 Expires: 9-30-05 p Sheet THAN T�s� of 10 HATE AU 1970 aM7101: 1001LOM FEET N A. OF CALF Designed By: M � Drawn B M.C. Checked �.� 13. RETAINING WALL NOTES: MORTAR FILL 1. WORK SHALL CONFORM TO THE REQUIREMENTS, AS AMENDED TO DATE, OF THE 1"7 UNIFORM BUILDING CAP PER AR04'S PLAN CODE, AND 1999 LABC ALL OTHER LOCAL, STATE, AND FEDERAL REGULATIONS, PROPOSED RETAINIPIG WALL Z REINFORCING S71EEL SHALL BE DEFORMED STEEL CONFORMING M THE REQUIREMENTS OF A.S.T.M. A-615. PER ARCHITECTURAL PLAN FILL GAP WITH HIGH DENSITY (DEFORMATIONS SHALL BE IN ACCORDANCE WITH A.S.T.M. A-305) AS FOLLOWS: -7 7 7 '1 7 7 7 -.7 4 7" f STYROFOAM A. GRADE 60 FOR J14 BARS AND LARGER. 2:1 SLOR B. "RE REIIWORCEWENT SHALL CONFORM liD ASV SVD. AL-82 'T Y�TO t- A . .:" -'-- L- 3. BARS SHALL W CLEAN 6F MJV, GREASE OR OTMbt MIk7ML L61L 71 FILL VW AREA IMPAIR BOND. BENDS SMALL bE MAX COLD. WITH COARSE SAND t - , , . -1- . L, 1 4 , '-1... " ,I . . ............. 2- 2* O.C.-- i� 1 J #3 TIE BAR 4. LAP REINFORCEMT 40'BAR IDIAMETERS MMM. LA� HORIZONTAL IiARS' PL .4. AT CORNERS AND INTERSECTIONS. PRIOR TO PLACWG 00NCRE7E, REWOR604 STEFI�,AW&SED90 111*6 02b j EXISTING BI-OCK AND ........... RETAININ WALL SHALL BE WELL SECURED IN POSITION. + 2 .5" CLR 5. ALL GRADE 40 REINFORCIDAENT SHALL It CLb MAKED 10 DIM FR(i CURRtNTLY ON SITE. 7 7f 4L ....... 0 GRADE 60 REINFORCEMENT IF BOTH ARE CON Ir THK. MASONRY UNIT EXMT*IG-FS ON 2: 4.. 7, Y`I-BAR 7 7 6. DOWLS FROM W At J. 4 7 7 ADJACENT PROPERTY NAME �Nb tPACW WALL t REINFORCEMENT, UNLESS NOTED O71HMSE ON PLMS.,. OF,W 2" CLR. GI ON BACK A It YI-BAR J 7. PROVIDE SPACtR BAIM ilWiXft CH*NM]BLO�M �M. �S TO SECURELY HOLD STEEL IN PLACE. t 71, k & POR L4 4 TLANO CEMENT !§Iift� BE *VPEf OW it MNFO�Mw,;,To Ai.S.T.164. 0;450.fAQGkGA1tS Si�LLIOE AGE CHARACTERISTICS OF LESS EXIS711NG CONCRETE FOOTM M NORMAL WEIGHT CONFORMING TO A.S.T.M. C-33, WITH PkM 9~ �A 4" DIA. PERFORATED PIPE 41 THAN 0.04X USE SPECIAL TYPE OF CEMENT WHERE REOURIED BY SOILS CONDITONS. SEE SOILS REPORT ENCLOSED IN 2 C.F. OF CRUSHED BE VERIFIED IN FIELD. CONTRACTOR J TW Or WAM To GRAVEL WRAPPED IN FILETER 04 TO CALL THE ENGINEER IF THERE BLANKET. SLOPE M DRAIN M _j IS ENCROACHEMENT OF FOOTING OR X-BAR CONFIGURATION SHOWN HEREON DIFFERS. 1 1 4 CONCRETE FOOTW 00 c1q J LINDIS71JRBED EARTH I t 7 7 XI-BAR 4 j, ONO A t HE W A 4 -BA H1 X-BA X1 YI-BAR 7 77�11 3'-T 31-e 7-6- A u& *Wf OF FhE OF 4- l 4-J4 t ow L 04 T. j WAII 2- WALL A NJA Pik -4, 1002.6�1 10 70� 77.7.", 00 4 4 4- 4- 4- 2-#M2' O.C. i : 1`0 mom J3 TIES (TYP.) 4 j 4. t 3- J, 2 z U) _--i- 4 ...... 4 .0e r MASIOWY UWt 4 b + 4 4L 'WALLI PROOLE' ' "' 'A' 7 J 4- A, j J, PLANTER L L PROP. FS 4--- r MASM"UNIT 2.5* LR CN 4 j 4 uu Wjk 44+ STA# 3+ H ON SHEET 8 A" +00 - 0 9 TA6 I -j ........... INA. PERFORATED PIPE ENCLOSED IN 2 C.F. OF CRUSHED Y2-W 3 CLR GRAVEL MAPPED IN FILETER LLJ LANKET. -SM AIN TU RIPRAP OUTLET N ---------- 4 1-7 t 1 3. 77 rt -7-7771 T 9 77 _`7 It MA01WRY I -1777� -7 ........ .......... "P.L........... ........ X-M .......... -BAR loss ... X 0000 A L to WA "PROFILE' B LL-­1 0' X1_w 2 4- WA A ... ............. .......... ...... BAR Y2-BAR H HE H2 H3 xi-w Y-BAR w X-M yl t L T-r V-47 0-0* "6" 1115016* f§91 6* ow�= *�o OF fti Eli"* 7 V-4w _T_0_0 T-'0 .4 eft' 5-04 054W J§W 10,-00 -4 7-0- 4!-6w L70* 0706 f7W' _7 WALL B ON NEW ­4 41 14 4 L �4 ­020 NAX ............ i 018.50T.W. 4 47" 4 L 4. -4 4- ..........- 7, t 1 6. 6 L d ...... ... .......... A- .......... 4 ......... -MCIP018M GRADE &NAiM 0 I�AM 01 %�LL .i- PW. FS _j 4- +. - ... �,_--t- -- , ,_-, ­61 1--'­ .1, 1 1 .- ". ­.."­­­.,t t ........ Eftft G 1AW, ON .................. 4-- #Mr 0.C. PIP. ...... 711 WITH #3 TIES 'M: -4- 4 1 - 10M (TyP) 01.0 ' Mir To FTG 068 rIN 'A' Ir MASONRY UNIT j .50 t CORMCT CONCREV SW&E .5 A-- 2 PER DEWL 2 ON SHET 8 + R07 .00 'm G + 1006.50 T.FT YI-BAR + rKupvl%u 'OF 4 - 2.5 1 C) CLR 30 WEEP HOLES Mul .0­1 4_. I (;j 0 81 O.C. 33 Tw 00 04 + C*4 + + + Y2-BAIR 3" QLR 4- DIA. PEI"RATED PIPE ...... 4 + OW + ENCLOSM IN 2 C.F. OF CRUSHED I Cn ! - I I. in Cn L j GRAVEL WRAPPED 1NnLETm MASONRY UNIT 4 -LOW", BLANKET. SLOPE TO DRAIN M q �1 --- 4 .00 T.FM A i RIPRAP OUTLET + 12* CONCRETE WALL i a,01, > j .......... ........ ...... 81 CONCRETE FOO711% + + C4, N17.00 t. N17,61 TFM :9 t J .4­ X-BAR 8 12 - 12 CN XI-BAR cn in Cn w + 7­ WA FM; t C4 I a 0 + A I T., HE Hc H2 ...... H3 W -BAR XI-BAR Y-BAR -BAR Y2-BAR YI 1_,;...-. H X t in 1 1 0' 5-#4 17W Cn j7W #7 ............ 7 05-�O w 0' 7-7r_ LOS: C4 in W 7-t4 go CRETE HEADWAa 12- #7 Wj FW C�, 41 .......... C* _00 -1 L­­d'­­­' 111- 1 L. 1"' 00"'' ILT.& ....... WALL B 1 .01 CONSTRUCTION RE(IORIN RATO NW ACC'D dATE BENCH MAk Y, SEABOARD ENGINEERING CO. LD-03-147'GR. B.M. NO. J-63 SCALE- 1100 S. BEVERLY DRIVE, STE 201 Rccommended By: Date 44ZI43 CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contilctor RIVERSIDE COIAM DESMATION$00-7-0 Horiz C/) LOS ANGELES, CALIFORNIA 90035 DESCRIPTION: ontal A&-X.: STANDARD BRASS UK STAWED J-0 154) No. 13737 TEL. (310) V7-7,337 FAX 010) 277-7,339 ON MAIN STREET, 100 FEET SOVIH OF AND NAM 1W SMEI ff ff WWW.SE ?VDOSEABOARDENGCO.COM Inspector FROM THE POST TFKT, AT A HOTEL BUILMWMMERLY FIRST 1 =20 Exp. 3-31-2005 Accepted By : Date RETAINING WALL PLAN NATIONAL BANK BUIIJI)ING), SET VERWXY IN M NORTWAST CONCRETE WALI. 1.5 FEET NMTHYEST OF TW EAST WINER OF A DOOR COLUMN AT THE EAST CORNER OF THE BUILDING, 2.3 FEET BY DEPUTY DIRECTOR OF PUBLIC WORKS' TEMECULA SENIORS APARTMENTS Date Completed ABOVE TW FIRST CONCRETE STEP, AND ABOUT 2.5 FEET HOD Vertli*c'�a oil;111 GORGE K. 13ERNHARTH R.C.E. 13737 MR. RONALD J. PARKS, R.C.E. 1�1; I po'll , TUA ill AN THE STRM. I Designed By: M. R.C.E. No. : 19744 Expires: 9-30-05 L 6�TE ADJ. 1970 ELEVATION 10MO51 W N.A. C D. U Drawn By: M.D. Checked By: G.K.B. Sheet of 10 L 77 614 "_'Ll I iw_w�r 0 i�w H W :3�4 0 3#-0