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C/) 0 to ui < w m ui ui ui Q >- (n M u- u- < u- C) 0:: 0- (n z LA- uj UJ 0 0 -J V) < 0 a - -:-- 6 0 w 2 0 Qf _j cy- 0 < CID C:) 00 L.Li C14 1.-0 C) w _j < 0% Cn C) C'J C> C) < LLI m 15c L).j C-) 0 V P-- C) C) O 0) uj "n cn cr- c> CD (n 0- a- CD m CLr Lu Lu n rA C) ru C-i r-4 06 *O*ZZ*60 SUOROO.U00 10940 Old *0*90*60 loll!wqnS bua6V 0 0 ale(] uoi4dijosoo UOISIAa8 --) 0 0 u c):z C) a:: �2e in c;3 m (n i2i uj j Fo m-;. m 00 C> NO r-i �1 GRADING NOTES 1. ALL GRADING SHALL COMPLY WITH UBC CHAPTERS 18 AND 33, AND 20. GRADING OPERATIONS INCLUDING MAINTENANCE OF EQUIPMENT APPENDIX CHAPTER 33 AND THE SANTA ANA MUNICIPAL CODE. A WITHIN ONE-HALF MILE OF HUMAN OCCUPANCY SHALL NOT BE CITY GRADING PERMIT IS REQUIRED FOR GRADING. CONDUCTED BETWEEN THE HOURS OF 8:00 P.M. AND 7:00 A.M. DAILY, ON SUNDAY OR ON A FEDERAL HOLIDAY. 2. GRADING SHALL NOT BE STARTED WITHOUT FIRST NOTIF`flNG THE CITY GRADING INSPECTOR. A PRE -GRADING MEETING ON THE SITE IS REQUIRED 21. THE PERMITTEE SHALL GIVE REASONABLE NOTICE TO THE OWNER OF BEFORE STARTING OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: ADJOINING LANDS AND BUILDING PRIOR TO BEGINNING GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, GEOTEC14NICAL ENGINEER, EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJACENT GRADING INSPECTOR AND WHEN REQUIRED, THE ARCHAEOLOGIST AND SUPPORT OF THE ADJOINING PROPERTY. THE N0110E SHALL STATE PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE THE INTENDED DEPTH OF EXCAVATION AND WHEN THE EXCAVATION EXPLAINED AT THIS MEETING. WILL COMMENCE. THE ADJOINING OWNER SHALL BE ALLOWED AT LEAST 30 DAYS AND REASONABLE ACCESS ON THE PERMITTED 3. AN APPROVED COPY OF THE GRADING PLAN SHALL BE ON THE PERMITTED PROPERTY TO PROTECT HIS STRUCTURE, IF HE SO DESIRES, UNLESS SITE WHILE WORK IS IN PROGRESS. OTHERWISE PROTECTED BY LAW. 4. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL 22. ALL EXISTING DRAINAGE COURSES THROUGH THE SITE SHALL REMAIN TO 1 FOOT VERTICAL (2:1) EXCEPT WHERE SPECIFICALLY APPROVED OPEN TO HANDLE THE STORM WATER; HOWEVER, IN ANY CASE, THE OTHERWISE. PERMITTEE SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 5. FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHALTIC AREAS SHALL BE COMPACTED 23. APPROVED EROSION PROTECTION DEVICES SHALL BE PROVIDED AND TO MINIMUM OF 95% RELATIVE DENSITY. MAXIMUM DENSITY SHALL BE DE- MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT TERMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROVED THE END OF EACH DAY'S WORK. PROPER EROSION CONTROL EQUIVALENT, AND FIELD DENSITY BY UNIFORM CODE STANDARD NO. 70-2 MEASURES MUST BE SHOWN ON THE PLANS. OR APPROVED EQUIVALENT. 24. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION 6. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED THAT AN ANTICIPATED STORM DOES NOT CARRY WASTES OR IN WRITING BY THE SOIL ENGINEER AND THE CITY INSPECTOR PRIOR POLLUTANTS OFF THE SITES. TO PLACING FILL. DISCHARGES OF MATERIAL OTHER THAN STORMWATER ARE ALLOWED 7. ALL EXISTING FILLS SHALL BE APPROVED BY THE CITY INSPECTOR OR ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF REMOVED PRIOR TO PLACING ADDITIONAL FILLS. CONSTRUCTION PRACTICES AND WHERE THEY DO NOT CAUSE OR CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD; 8. ALL TRENCH BACKFILLS SHALL BE TESTED AND APPROVED BY THE CAUSE OR THREATEN TO CAUSE POLLUTION, CONTAMINATION, OR GEOTECHNICAL ENGINEER PER THE GRADING CODE. NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL REGULATIONS 40 CFR 117 AND 302. 9. THE CONTRACTOR SHALL NOT CREATE ANY TRENCH OR EXCAVATION 5-FEET OR MORE WITHOUT THE NECESSARY PERMIT FROM THE STATE POTENTIAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY. OR LIQUID CHEMICAL SPILLS; WASTES FROM PAINTS, STAINS, SEALANTS, GLUES, LIMES, PESTICIDES, HERBICIDES, WOOD 10. ALL CUT SLOPED SHALL BE INVESTIGATED BOTH DURING AND AFTER PRESERVATIVES AND SOLVENTS; ASBESTOS FIBERS, PAINT FLAKES OR GRADING BY THE GEOTECHNICAL ENGINEER TO DETERMINE IF ANY SLOPE STUCCO FRAGMENTS; FUELS, OILS, LUBRICANTS, AND HYDRAULIC STABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL RADIATOR OR BATTERY FLUIDS; FERTILIZERS, VEHICLE/EQUIPMENT HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THE GEOTECHNICAL ENGI- WASH WATER AND CONCRETE WASH WATER; CONCRETE, DETERGENT NEER SHALL SUBMIT RECOMMENDED TREATMENT TO THE CITY ENGINEER OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/EQUIPMENT FOR APPROVAL. STEAM CLEANING OR CHEMICAL DEGREASING; AND SUPERCHLORINATED POTABLE WATER LINE FLUSHINGS. 11. THE GEOTECHNICAL ENGINEER SHALL PERFORM PERIODIC INSPECTIONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COMPLETION OF THE ROUGH DURING CONSTRUCTION, DISPOSAL OF SUCH MATERIALS SHOULD GRADING. THE COMPACTION REPORT AND APPROVAL FROM THE GEOTECH- OCCUR IN A SPECIFIED AND CONTROLLED TEMPORARY AREA ON -SITE, NICAL ENGINEER SHALL INDICATE THE TYPE OF FIELD TESTING PERFORMED. PHYSICALLY SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN WITH ULTIMATE DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING AND SHALL BE SO FEDERAL REQUIREMENTS. NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATIONS SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM 25. DEWATERING OF CONTAMINATED GROUNDWATER, OR DISCHARGING DENSITY CURVES USED BY THE FIELD TECHNICIAN. CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF NON -CONTAMINATED GROUNDWATER REQUIRES A 12. THE DESIGN CIVIL ENGINEER SHALL BE AVAILABLE DURING THE GRADING NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMIT TO VERIFY COMPLIANCE WITH THE PLANS, SPECIFICATIONS, CODE AND FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL ANY SPECIAL CONDITIONS OF THE PERMIT WITHIN HIS PURVIEW. BOARD 13. THE PERMITTEE IS RESPONSIBLE FOR DUST CONTROL MEASURES. WATER 26. SUSPEND ALL EXCAVATING AND GRADING OPERATIONS WHEN WIND ACTIVE SITES AT LEAST TWICE DAILY. SPEEDS EXCEED 25 MPH. 14. THE LOCATING AND PROTECTION OF ALL EXISTING UTILITIES IS THE 27. ALL TRUCKS HAULING DIRT, SAND, SOIL, OR OTHER LOOSE MATERIALS RESPONSIBILITY OF THE PERMITTEE. ARE TO BE COVERED OR SHOULD MAINTAIN AT LEAST TWO FEET OF FREEBOARD IN ACCORDANCE WITH THE REQUIREMENTS OF CVC 15. ANY EXISTING CESSPOOLS AND SEPTIC TANKS SHALL BE: ABANDONED IN SECTION 23114. COMPLIANCE WITH THE UNIFORM PLUMBING CODE. 28. CONTRACTOR IS RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES TO 16. THE PERMITTEE SHALL COMPLY WITH THE GRADING CODES PUBLIC PROPERTIES THAT ARE CAUSED BY THE WORK ON -SITE. REPAIR REQUIREMENTS WHEN AN EXCESS OF 5,000 CUBIC YARDS OF EARTH IS MUST BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. TRANSPORTED TO OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS. 29. SEPARATE PERMITS MUST BE OBTAINED FROM THE CITY BUILDING AND 17. EXPORT SOIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A SAFETY DIVISION FOR THE CONSTRUCTION OF RETAINING WALLS, PERMITTED SITE APPROVED BY THE CITY GRADING INSPECTOR. LIGHT POLES, TRASH ENCLOSURES AND ON -SITE PLUMBING. 18. ALL DIRT, SAND, MUD, OR DEBRIS DEPOSITED OR SPILLED UPON PUBLIC STREETS DURING ANY GRADING, HAULING, OR EXPORT OPERATIONS SHALL BE IMMEDIATELY CLEANED UP BY THE DEVELOPER, HIS CONTRACTOR, SUBCONTRACTORS, OR AGENTS TO THE SATISFACTION OF THE CITY ENGINEER. FAILURE TO DO SO WILL BE CAUSE FOR STOPPING ALL SUCH GRADING, HAULING, OR EXPORT WORK BY THE CITY UNTIL SUCH TIME AS THE STREETS ARE CLEANED. -�p CONCRETE CONS RUC11ON NOTES: 19. ASPHALT SECTIONS MUST BE PER CODE: PARKING STALLS = 3" A.C. 1. CONCRETE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE CLASS OVER 6" A.B., DRIVES 3" A.C. OVER 10" A.B. OR: PRIOR TO ROUGH 520-C-2500 AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR GRADE RELEASE FOR BUILDING PERMITS, THE GEOTECHNICAL ENGINEER PUBLIC WORKS CONSTRUCTION. SHALL SUBMIT FOR APPROVAL, PAVEMENT SECTION RECOMMENDATIONS BASED ON "R" VALUE ANALYSIS OF THE SUBGRADE SOILS, 2. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE ON - AND EXPECTED TRAFFIC INDICES. SITE SOIL SHALL BE CONSTRUCTED WITH SULFATE RESISTANCE MIX IF NOTES TO CONTRACTOR DEEMED NECESSARY BY SOLUBLE CONDUCTED BY THE SOILS ENGINEERLFATE-CONTENT TESTS 1. ALL UTILITIES HAVE BEEN RESEARCHED AND ARE LOCATED BASED 3. CONCRETE CURB AND INTEGRAL CONCRETE CURB AND GUTTER SHALL UPON THE BEST INFORMATION AVAILABLE. CONTRACTOR ASSUMES HAVE WEAKENED PLANE JOINTS AT 12 FOOT INTERVALS. SOLE RESPONSIBILITY FOR DAMAGE TO EXISTING UTILITIES. 2. ANY DAMAGE TO REMAINING STRUCTURES DURING DEMOLITION TO BE REPAIRED BY DEMOLITION CONTRACTOR. 3. ALL MAJOR ITEMS OF WORK HAVE BEEN SHOWN THE SCOPE OF THIS WORK COVERS ALL REMOVALS NECESSARY TO PREPARE THE SITE FOR CONSTRUCTION OF THE PARKING LOT. THE CONTRACTOR IS RESPONSIBLE FOR INSPECTING THE SITE PRIOR TO BIDDING TO VERIFY THE EXTENT OF WORK REQUIRED TO MEET THE INTENT OF THIS PROVISION. 4. CONTRACTOR IS TO N01IFY THE ENGINEER OF ANY CONFLICT BETWEEN THE ACTUAL CONDITIONS AND THE PLAN. 5. CONTRACTOR TO NOTIFY THE OWNER'S REPRESENTATIVE OF ANY BASS OF BEMNO SUBSURFACE INTERFERENCE AND THE EXISTENCE OF ANY SUMPS, TRASH PITS OR OTHER DELETERIOUS SOIL CONDITIONS. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF PULLMAN ST, BEING N58'08'24"W PER TRACT MAP NO. 5771, M.M. 210/39-41 RECORDS OF ORANGE COUNTY, CALIFORNIA. CONSTRUCTION NOTES * A.C. PAVEMENT AND P.C. CONCRETE SECTIONS ARE MINIMUM AND SUBJECT TO CHANGE. CONTRACTOR SHALL MEET REQUIREMENTS SPECIFIED IN SOILS REPORT AND PAVEMENT SECTIONS ARE TO BE DETERMINED FROM ACTUAL FIELD TEST AT 11ME OF CONSTRUCTION. P.C. CONCRETE STRUCTURAL SECTIONS ARE SUBJECT TO SOILS & STRUCTURAL ENGINEER'S DESIGN. * CONSTRUCT 3" A.C. OVER 6" A.B. PARKING AREAS 8,724 SF CONSTRUCT 4" A.C. OVER 10" A.B. DRIVE AREAS 22,059 SF CONSTRUCT 6" CONCRETE CURB PER DETAIL 0 ON SHEET 2 959 LF 4 } CONSTRUCT 6" CONCRETE CURB AND GUTTER PER DETAIL 0 ON SHEET 2 427 LF CONSTRUCT 3' WIDE VEE-GUTTER PER DETAIL @ ON SHEET 2 246 LF CONSTRUCT 4" MINIMUM THICK P.C.C. WALKS WITH FINISH PER LANDSCAPE ARCHITECT'S REQUIREMENTS 1,952 SF UREMOVE EXISTING CURB & GUTTER OR CURB ONLY 463 LF (3 SAWCUT & REMOVE EXISTING CONCRETE WALK 293 SF GSUBMERSIBLE SUMP PUMP MODEL 57 OR 59 WITH DRAIN LINE TO THE OUTSIDE FACE OF BLDG. PER DETAILS ON SHEET 3- 27 EA SPARKING BUMPER PER DETAIL 0 ON SHEET 2 3 EA 11 CONCRETE WALL PER STRUCTURAL ENGINEERS PLAN N.I. 12 CONSTRUCT 2' CURB TRANSITIONS (6" CF TO 0" CF) 5 EA 13 CONSTRUCT "ZURN" TRENCH DRAIN OR EQUIVALENT. SLOPE MINIMUM 2% TOWARD SUMP 12 LF 14 DOCK LEVELER PER ARCHITECTS PLANS N.I. 15 CONCRETE RETAINING WALL PER STRUCTURAL ENGINEERS PLANS N.I. 1fi REMOVE EXISTING FENCE 450 LF 17 REMOVE EXISTING CONCRETE WALL AND PLANTER BOX 1 LS 18 CONSTRUCT PARKWAY CULVERT TYPE "A" WITH TYPE 11 INLET PER CITY OF SANTA ANA STD. PLAN NO. 318. S==6'-0" 18 LF 19 CONSTRUCT "ZURN" TRENCH DRAIN OR EQUIVALENT WITH FOSSIL FILTER INSTALLED PER THE REQUIREMENTS OF THE MANUFACTURER 6 LF 2O REMOVE EXISTING A.C. PAVEMENT-- 21 REMOVE EXISTING P.C.C. PAVEMENT CONSTRUCTOVER LOADING DOCK AREA 23 INSTALL 1.5" WATER SERVICE LINE & METER BOX PER CITY STD # 1402. (WATER METER TO BE INSTALLED BY CITY UPON APPLICATION & PAYMENT OF FEES.) 24 REPAVE THE TRENCH AREA PER CITY STD # 1150A 25 INSTALL 1.5" REDUCED PRESSURE BACKFLOW PREVENTOR DEVICE. (CONTACT WATER QUALITY INSPECTOR AT (714)647-3341 FOR ASSISTANCE.) EARTHWORK ESTIMATED QUANTITIES 01 (C.Y.) NICE. (C.Y.) 1,427 165 SUBMIT HAUL. ROUTES FOR APPROVAL IF NET VOLUMES EXCEEDS 500 CUBIC YARDS. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES LINES AND STRUCTURES WHETHER SHOWN OR NOT SHOWN ON THIS PLAN, AND SHALL BE RESPONSIBLE FROM PROTECTING FROM DAMAGE. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U1ILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILI- TIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCON- TRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATION" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS, "CONSTRUCTION SAFETY ORDERS". THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S AND SUBCONTRACTORS' COMPLIANCE WITH THE FEDERAL AND STATE REGULATIONS. CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPON- SIBILITY FOR JOB -SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD DESIGN PROFESSIONAL AND OWNER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND/OR FIELD CONDITIONS IMMEDIATELY TO THE CIVIL ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, r : -• i' - i • .01 1 r Film i r u VICINITY MAP NOT TO SCALE D R A W I N G S I N D E X DWG No. DRAWING TITLE 1 TITLE SHEET 2 DETAILS SHEET 3 DETAILS SHEET 4 PRECISE GRADING PLAN (20' SCALE) 5 HORIZONTAL CONTROL PLAN (20' SCALE) 6 STRIPING PLAN (20' SCALE) 7 EROSION CONTROL PLAN (20' SCALE) 37,536 SF PERMITTYPE: 6LDG 3,99 SF i#ECH 749 SF U0 21 LF PE * L E 10 SF- 1 EA F. CE � A P' GVED FOR: N4Gk IARTN N PROPER PEI ITS iblic Watts Agency ATif ,n t, a, La, � „pail 4 1..b„ _, r•� 3cA Mil M 1s ,e:ss pEESSI( i�LIA4/ F No. C48523 Exorolaon * 6-30-O6 J� CIV11.CA10 A L SEND PLAUNNNING FG FINISHED GRADE TOP OF GRATE 37&I TOP OF WALL ,r at CURB FACE �TOP PAVEMENT ` 3f40 TOP CURB ° °'�­ ��'� �-,�- �o�� YE FLOWLINE a..._ r... FINISH SURFACE FF FINISHED FLOOR PA NEW PLATING AREA SW SIDEWALK.,- EP EDGE OF PAVEMENT q rya t _ GB GRADE BREAK 1 µ AS AGGREGATE BASE p AC ASPHALT CONCRETE PCC PORTLAND CEMENT CONCRETE POC POINT OF CONNECTION PROPERTY LINE • ••••••.• • FILL LIMITS _ 475 EXISTING CONTOUR - 475 DESIGN CONTOUR �� : r • - i r r lal 2ral- i r • a ` a �`SHEEr a a •FM JOB a i •1 "` 24M S. PULLMM, SANTA :` �MmBMCH MAW ORANGE COUNTY B.M. SA-107-77 ELEV.=62.047 FT NAVD88-2003.5 ADJ. DESCRIBED BOCS 2002-FOUND 3 31e OCS ALUMINUM BENCHMARK DISK STAMPED i i r i' •' •INTERSECTIONSHEM CORNEROF iCATCH BASIN.MONUMENT• i r r - NORTHEASTERLY OF THE CENTERLINE MEDIANi r i NORTHWESLY OF THE CENTERLINE OF REDHILL AVENUE. MONUMENT IS SET LEVEL WITH SIDEWALK. ®®� r UNDER THE SUPERVISIONOF � C48523 06-30-06 h a <» WORKSPUBLIC AGENCY Loa 6" , ale R A.C. PAVEMENT ,w WA Ell ILI ra.liwairolt< RA .. HE Q 2'-0" 16'-0" 14" O.C. o 00 Im 1'-6" { PARKING STALL OVERHANG WHERE OCCURS PROVIDE 2 COATS OF PAINT OVER NON -SEALED ASPHALT PAVING AND 1 COAT OF PAINT OVER SLURRY SEALED ASPHALT. TYPICAL PARKING STALL DETAILS -limm NTS 4" WIDE TRAFFIC BEARING PAINT STRIPES. (BLUE 0 ACCESSIBLE STALLS) :i • 2" HIGH LETTERS MIN. AT VAN SPACE ONLY ffil I I'll" 04 lilklal 1 9% . A MWORM , 'a __ jjr*j§jjkj:g mwv NTS NTS I ❑ INTERNATIONAL SYMBOL 9'-0" 9'_0" OF ACCESSlBlLTY SHALL BE A WHITE PICTOGRAM ON 36" X 36" BLUE ACCESSIBLE BACKGROUND - TRAFFIC n, 0 ROUTE OF BEARING PAINT oho TRAVEL �� 1111 STRIPES AT 36" ON CENTER. 4f—TOP OF PAVING ui 2'-0" OVERHANG EDGE OF SIDEWALK 2- #3 REBARS EDGE OF SIDEWALK _PARKING BUMPER (TYP) / l 36" 9 18" 18" #5 REBAR W/ 2'-0" IMBED INTO PAVING _ A.C. PAVEMENT10, -91 M ACCESSIBLE PARKING STALL STRIPING /LEGENDS 4' ~� T NTS 070 M. P� 7. yc v Op)6001 Do p QQ EPDXY TO A.C. PAVING 0 O <D ) 4fl� O 00 a QOQ * �. 0 0 t 0 0 10 0. 0600<DC7 AGG. BASE PARKING BUMPER. G NTST VERIFY HI WITH SOIL ENGINEER � 2' Ct�NCRETE VEE-GUTTER � cc NTS h O°.MZ. h $ PROPER P ER PERMIT,, ^. �,IT,"',2. ...»,.,_..e.....m... Y • .wn_..,w..«®.u.x., k.,d..6x „.e.:u.,...;- +. 6 �. S1 � li Valo_ � A"g is y 01 z. u No. C48523 Expiration 0 6 30-06 mill lF OF CA,%- • RMioNS CES ���ITT~1� MR kvho, Callforr" 92W2-IM af DETAILS SHEET SHEEP D RIPrw>vs APPRVD Hultt zwara, ram. Iryr e 2 GRAINGER - PARKING AREA ©F Phony C714) 7U-M F" CM "4-M PREPARED UNDER THE SUPERVISION OF Lltn'ESY JOB ADDRESS 2401 S. PULLMAN, SANTA ANA, CALIFORNIA 7 CHEM= fff PUBLIC WORKS AGENCY SHEETS 2m&�f "-�p C48523 06-30—Oe MZIPR JOB No. MATT W. REIFER R.C.E. EXPIRES A CT T SANTA AM 10 11J5-01 SUMP SIMPLEX SYSTEM WITH INTEGRAL SWITCH (SINGLE PHASE) "A-PAK"ALARM L J TRANSFORMER To DISCONNECT (NOT SHOWN) METAL COVER L> 9" STANDARD CENTERLINE OF HUB VARIABLE LEVEL I FLOAT SWITCH TRENCH tAIN FOR ALARM 4 11 INLET HUB F 30" STANDARD -F BASIN ZOELLER AUTOMATIC EFFLUENT PUMP E�37— GAT E VALVE i> 1 1/2" DISCHARGE PIPE 3—PRONG GROUNDED OUTLET 115V OR 230V CHECK VALVE USE WATERTIGHT OUTLET BOX IF INSTALLED IN A DAMP AREA - F ALARM LEVEL � VENT f HOLE ON LEVEL 18" STANDARD OFF LEVEL 4" OF GRAVEL DIAMETER 36"1 STANDARD SK452 O Copyright 2001 Zoeller Co. All rights reserved. 5 1; i;V4 �,-1 I i7t*�il2iflflll r FF TOTAL DYNAMIC fiEAD,/C.APAcjTY, 14EA]D CAPACITY :CURVE PER MINUTE MODELS 63/55/57/59 f�FLUENT AND DEWATERI(vP, 2 5' 0 Comflght M Zoefler.Co. Ail, msefyed� HUf-a)UARS H0 Sp kirm k*4 488 Exd%wm2ft, Suita 2w k*w, CoNon" NW2-" Rx" QU) 734-6= Fu CM 7344-M PREPARED UNDER THE SUPERVISION OF "OR % G ING G1 N, Ar A"AO&A- E S1 p,,am z� V w & �,, " p [Al# LNNI t 1,11101,'It� R cz 8No 523 t abc cx Expiration 6-30-06 'p- c1n. ,4,4e or ho DETAILS SHEET u 01 A INGER - r-mRR AKING AREA JOB ADDFESS 2401 S. PULLMAN, SANTA ANA, CALIFOR SHEET 3 OF 7 C48523 06-30-06 R.C.E. EXPIRES fr V ilo-z i Fi—T-MKI * A.C. PAVEMENT AND P.C. CONCRETE SECTIONS ARE MINIMUM AND SUBJECT TO CHANGE. CONTRACTOR SHALL MEET REQUIREMENTS SPECII IN SOILS REPORT AND PAVEMENT SECTIONS ARE TO BE DETERMINED FROM ACTUAL FIELD TEST AT 11ME OF CONSTRUCTION. P.C. CONCR STRUCTURAL SEC11ONS ARE SUBJECT TO SOILS & STRUCTURAL ENGINEER'S DESIGN. CONSTRUCT 3" A.C. OVER 6" A.B. PARKING AREAS * CONSTRUCT 4" A.C. OVER 10* A.B. DRIVE AREAS CONSTRUCT 6" CONCRETE CURB PER DETAIL 0 ON SHEET 2 \.:./ CONSTRUCT 6" CONCRETE CURB AND GUTTER PER DETAIL 0 ON SHEET 2 CONSTRUCT 3' WIDE VEE—GUTTER PER DETAIL (DON SHEET 2 G) CONSTRUCT 4" MINIMUM THICK P.C.C. WALKS WITH FINISH PER LANDSCAPE ARCHITECT'S REQUIREMENTS 0 REMOVE EXISTING CURB & GUTTER OR CURB ONLY GSAWCUT & REMOVE EXISTING CONCRETE WALK GSUBMERSIBLE SUMP PUMP MODEL 57 OR 59WITH DRAIN LINE TO THE OUTSIDE FACE OF BLDG. PER DETAILS ON SHEET 3 1 Q PARKING BUMPER PER DETAIL G ON SHEET 2 11 CONCRETE WALL PER STRUCTURAL ENGINEERS PLAN 12 CONSTRUCT 2' CURB TRANSITIONS (6" CF TO 0" CF) SCONSTRUCT *ZURN" TRENCH DRAIN OR EQUIVALENT. SLOPE MINIMUM 27 TOWARD SUMP 14 DOCK LEVELER PER ARCHITECTS PLANS 15 CONCRETE RETAINING WALL PER STRUCTURAL ENGINEERS PLANS 16 REMOVE EXISTING FENCE 17 REMOVE EXISTING CONCRETE WALL AND PLANTER BOX 18 CONSTRUCT PARKWAY CULVERT TYPE "A" WITH TYPE 11 INLET PER CITY OF SANTA ANA STD. PLAN NO. 318. S=6'—O" 19 CONSTRUCT "ZURN" TRENCH DRAIN OR EQUIVALENT WITH FOSSIL FILTER INSTALLED PER THE REQUIREMENTS OF THE MANUFACTURER 20 REMOVE EXISTING A.C. PAVEMENT SREMOVE EXISTING P.C.C. PAVEMENT 22 CONSTRUCT 8" P.G.C. OVER 6" A.B. LOADING DOCK AREA 23 INSTALL 1.5" WATER SERVICE LINE & METER BOX PER CITY STD # 1402. (WATER METER TO BE INSTALLED BY CITY UPON APPLICATION & PAYMENT OF FEES.) 24 REPAVE THE TRENCH AREA PER CITY STD # 1150A 25 INSTALL 1.5" REDUCED PRESSURE BACKFLOW PREVENTOR DEVICE. (CONTACT WATER QUALITY INSPECTOR AT (714)647-3341 FOR ASSISTANCE.) OC FOR IRRIGATION FACILITIES. i f SEE IRRIGATION PLANS FOR CONTINUATION V a 'ED POP EXISTING WATER METER SEE SHEET f ; ' . s ztJ � ri..a P-01 FOR BACKFLOW CONNECTION TO BUILDING. _ , ,.„I ,+� 4 1 kb`e rrq sue'' r »+� ;' � � >11 s sy '" '` "z %; tin'" pIN PROPER t* 1-9 6 e Ess/ Y $ rS. Z'$A-syrw j Y�� J4 Y tl SCALE: 1 *=20' V �., No. C46523 �+ '�"'� p � Expiration a t "l.S G oy*i * 6-30-06 tR E �� Armw'��qr CfVtt _. f? t2 4!7 4OW4k of- C a a' HLM-ODUARS Hint zolwlk Inc. Irvb e 430 Exdwve, Suits 200 Irvine, CsNorrd& 92602-'M Phone (714) 734-M F *x i%i4} 734"M PREPARED UNDER THE SUPERVISION OF • C46523 06-30-06 R.C.E. EXPIRES PRECISE GRADING PLAN l R AREA Ri R PARKING OF r- SHEErS . WORKS PUBLIC♦ AGENCY MY O f IN, RM-14 M 01[1-72h� MU-~27f D UARIr S 4W Exdwoo, Suite 200, Wm, CMmk W602-1M "w" CM) 734-MW F" cm) 7t-m PREPARED UNDER THE SUPERVISION OF ESS/% IA4( No C48523 Expiration 6-30-06 TF C OF \i M �131 0 C48523 06-30-136 rXP-IR- /j WAi R.C.E. ES UNE DATA LINE LENGTH BEARING Ll 25.85' N39*39'52"W L2 14.27' N05*51'35"W L3 17.00' N40*37'45"E L4 13.00' N40*3745"E L5 7.87' N49-22'1 5"W L6 0.99' N49*22'15"W L7 17.00' N49*22'15"W L8 31.04' N49*22'15"W L9 13.00' N40*37'45"E L10 42.50' N49-22'15"W Ll 1 1,02' N49*22'15"W Ll 2 34.00' N49*22'15"W L13 13.00' N40*37'45"E L14 13.85' N29*45'36"E L15 15.31' N40-37)46f'E L16 23.72' N49*22'17"W Ll 7 38.31' N49*22'13"W Ll 8 17.84' N40*37'44"E L19 32.82' N49*22'1 7"W L20 14.36' N40*37'44"E L21 12.55' N40*3744"E L22 0.72' N49*22'15"W- L23 72.74' N49'22'15"W- L24 0.72' N49*22'1 5"W L25 40.32' N32*37'1 9"E L26 4.53' N48-37'04"W L27 101.91' N 31 *56'41 " E L28 45.40' N20*23'37"E L29 15.16' N32*21'54"E L30 17.00' N40*3745"E L31 1,07' N49*22'15"W L32 1 28.49' N74-22'1 5"W L33 19.96' N49'22'15"W L34 13.00' N40'37'45"E L35 12.31' N 31 *33'40"E CURVE DATA CURVE DELTA RADIUS LENGTH TANGENT Cl 60'2358" 9.00' 9.49' 5.24' C2 10*43'40" 7.70' 1.44' 0.72' C3 75*04'04" 3.00' 3.93' 2.30' C4 179'59'31 " 1.28' 4.03' INFINITE C5 179*3853" 1.28' 4.03' INFINITE C6 90*00'00" 3.00' 4.71' 3.00' C7 90*00'00" 3.00' 4.71' 3.00' C8 160*3632" 5.00' 14.02' 29,27' C9 86'40'22" 10. 00' 15.13' 9.44' C10 33*20'43" 10. 00' 5.82' 2.99' Cll 90*00'00" 3.00' 4.71' 3.00' C12 99*04'04" 5.00' 8.65' 5.86' C13 90*00'00" 3.00' 4.71' 3.00' C14 94*00'59" 5.00' 8.20' 5.36' C15 90*00'00" 3.00' 4.71' 3,00' C16 89-28'03" 3.00' 4.68' 2.97' C17 88*04'36" 10.00' 15,37' 9.67' C18 0*08'58" 342.35' 0.89' 0.45' C19 2*2534" 622.34' 26.35' 13.18' C20 41 *1236" 60.03' 43.18' 22.57' C21 11 '09'42" 122.07' 23.78' 11.93' C22 16*33'04" 122.07' 35.26' 17.75' C23 35*50'59" 356.35' 222.971 115.27' C24 25*00'00" 20.01' 8.73' 4.44' C25 90*00'00" 3.00' 4.72' 3.00' C26 60*59'01 " 20.01' 21.30' 11.78' C27 139*03'05" 5.00' 12-14' 13.40' C28 7*3636" 319.35' 42.42' 21.24' C29 13-38'53" 1319.25' 76.057 38.20' A s� 0", GRADING _7 q:, snt- NT Da t ne 01 CE MIS, HORIZONTAL CONTROL PLAN PARKING AREA GRAINGER JOB ADDFESS: 2401 S. PULLMAN, SANTA ANA, CAUFORMA �Wl 5 OF 7 SHEETS JOB No. 741 7 7 0 8.5' 42.50' -E,XV"-'3' ING BUILDINt"I".N., CONSTRUCTION NOTES 0 PAINT PARKING STALL STRIPING PER DETAIL ON SHEET 2 GPAINT ACCESSIBLE PARKING STALL STRIPINGAEGEND PER DETAIL T ON SHEET 2 72 PAINT CURB RED AND STENCIL "NO PARKING - FIRE LANE" W/ 3" WHITE LETTERS ON TOP OF CURB 0 30' O.C., PER CITY OF SANTA ANA FIRE DEPARTMENT. ACCESS LANE TO BE POSTED "NO STOPPING FIRE SCALE: 1"=20' DEPARTMENT ACCESS LANE CVC22500.1" 73 INSTALL ACCESSIBLITY SIGN PER DETAILO ON SHEET 2 PAINT STOP BAR & LETTERING PER CALTRANS STD. A24E 75 INSTALL Rl STOP SIGN CTF '01--` AN.A Pl-�IBJLIBC ll Ail ]R `VX, D F 0 R: Sl,Pr T ENMUPRC Eltv&,E, S 1"F-1124.0PER PEI', rl,y� 15 Mr.."AlPE PlAJr,,,i'AND SURFACY, Ir" comi NCE C)y • -z STRIPING PLAN GRAINGER PARKING AREA M S. PUU-MM, SAWA AN& CAUFOMA SHEET OF 7 SHEETS PREPARED UNDER THE SUPERVISION OF C48523 06-30-06 1A w10 IV A--ff W. REITR___,dr R.C.E. EXPIRES PUBLIC WORKS AGENCY C" OF ISAWA MA 711 18" 12" LEGEND - SCALE: 1 "=20' 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL PLANS, THE PROJECTS STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AND THE RECOMMENDATIONS OF SOILS REPORT. 2. THE CONTRACTOR, PERMITTEE OR OWNER SHALL BE RESPONSIBLE FOR THE INSPECTION, MODIFICATION AND PROPER MAINTENANCE OF THE EROSION CONTROL DEVICES AS NECESSARY. IN THE EVENT OF FAILURE OR REFUSAL TO PROPERLY MAINTAIN SAID DEVICES, THE CITY ENGINEER MAY CAUSE EMERGENCY MAINTENANCE WORK TO BE DONE TO PREVENT DISCHARGE OF POLLUTION INTO CITY STORM DRAIN SYSTEMS AND TO PROTECT ADJACENT PRIVATE AND PUBLIC PROPERTY, THE COST SHALL BE CHARGED TO THE OWNER. 3. ALL EROSION CONTROL MEASURES REQUIRED TO RETAIN SEDIMENT ON — SITE AND TO SAFELY DISCHARGE ANY ACCELERATED RUNOFF GENERATED BY THE PROJECT SHALL BE INSTALLED DURING THE INITIAL CONSTRUCTION PHASE OF THE PROJECT. 4. ALL REMOVABLE PROTECTION DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE 5—DAY RAIN PROBABILITY FORECAST EXCEEDS 40% 5. THE CONTRACTOR, PERMITTEE, OR PROJECT OWNER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. NECESSARY PRECAUTION MAY INCLUDE, BUT NOT BE LIMITED TO, APPROPRIATE PERIMETER FENCING OR A 24—HOUR GUARD PREVENTING UNAUTHORIZED PERSONS FROM ENTERING THE BASINS. 6. PAVED STREETS, SIDEWALKS, AND OTHER IMPROVEMENTS SHALL BE MAINTAINED IN A NEAT AND CLEAN CONDITION, FREE OF LOOSE SOIL, CONSTRUCTION DEBRIS, AND TRASH. STREET SWEEPING OR OTHER EQUALLY EFFECTIVE MEANS SHALL BE USED ON A REGULAR BASIS TO CONTROL EROSION. WATERING SHALL NOT BE USED TO CLEAN STREETS EXCEPT FOR THE REMOVAL OF FINE MATERIAL NOT OTHERWISE REMOVED BY SWEEPING OR OTHER MECHANICAL MEANS. 7. STAND—BY CREWS SHALL BE ALERTED BY THE CONTRACTOR, PERMITTEE OR OWNER FOR EMERGENCY WORK DURING THE RAINY SEASON. 8. GRAVEL BAGS AND NECESSARY MATERIALS IN ACCORDANCE WITH THE APPROVED PLANS, SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. A STAND—BY CREW SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. g. PROVIDE VELOCITY CHECK DAMS IN ALL STREETS AT 100 FEET INTERVALS OR AS REQUIRED BY ENGINEER. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF GRAVEL BAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THE CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET AT RIGHT ANGLES TO THE CENTERLINE. EARTH DIKES MAY NOT BE USED AS VELOCITY CHECK DAMS. CHECK DAM INSTALLATION SHALL PROVIDE FOR THE PREVENTION OR EROSION AROUND THE END OF THE DAM. 10. EROSION CONTROL PLANS MUST PROVIDE A 24—HOUR TELEPHONE NUMBER AND THE NAME(S) OF THE PERSON(S) RESPONSIBLE FOR EMERGENCY WORK. A TELEPHONE ANSWERING SERVICE IS UNACCEPTABLE. HEREON.INSTALL GRAVEL BAG BERM PER DETAIL No. OF BAGS AT BASE PLAN ((�) INSTALL GRAVEL BAGS AT PARKWAY CUL = No. OF BAGS HIGH --r__ GRAVEL BAGS ti=,�' N.T.S. 1 BAG HIGH N.T.S. VAY CULVERT SURFACE FLOW DIRECTION X X CONSTRUCTION FENCE 4gpEESS/p�� 1�LIA4( No. C4852ce 3 Expiration 6-30-06 civiv or GA 1F'�c ( (�) CONSTRUCT 6" A.B. OVER NATIVE. OF EVUNTI'trk INA f r 2 rk �OR , t 3. 0W, *., .}.k`a s 0.w:a E Rmax: ,E Te EROSION CONTROL PLAN ® I .i K.• r- GRAINGER - PARKING AREA ® .t '* ` i •F PREPARED r • OF PUBLIC WORKS AGENCY r / ,.. ® r, ♦ O. SHEET OF 7 SHEETS JOB No. 10-1135-C11