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Parcel 6 & 7 Precise Grading
CITY OF TEMECULA GENERAL NOTES CITY OF TEMECULA 1. STANDARDS ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ED111ON OF THE CITYS IMPROVEMENT STANDARD DRAWINGS FOR PUBLIC WORKS CONSTRUCTION (AND SUBSEQUENT AMENDMENTS), THE CITYS ENGINEERING AND CONSTRUCTION MANUAL, CITY CODES AND REQUIREMENTS. 2. EMERGENCY TELEPHOME NUMBERS. (ANSWERING MACHINE IS NOT ACCEPTABLE): KRIS JENSEN (COMPANY) (24—HR PHONE NUMBER) 3. LICENSE/PERMIT REQUIREMENT. A. PRIOR TO START OF ANY WORK, A BUSINESS LICENSE SHALL BE OBTAINED FROM THE CITY. B. A GRADING PERMIT SHALL BE OBTAINED, PRIOR TO ANY WORK ON PRIVATE DEVELOPMENT. THE PERMIT AND AN APPROVED SET OF IMPROVEMENT PLANS MUST BE PRESENT AT THE JOBSITE DURING CONSTRUCTION. 4. ERRORS OR OMISSIONS. APPROVAL OF THESE PLANS BY THE CITY DOES NOT RELIEVE THE APPLICANT AND ENGINEER OF RECORD FROM THE PM23561 -1 PARCELS 6 AND 7 RESPONSIBILITY FOR THE CORREC11ON OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. 5. WORKING HQUR5. CITY ORDINANCE NO. 94-25 STATES THAT NO PERSON SHALL ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY, WHEN THE CONSTRUCTION SITE IS WITHIN ONE—QUARTER OF A MILE OF AN OCCUPIED RESIDENCE, BETWEEN THE HOURS OF 6:30PM AND 6:30AM, MONDAY THROUGH ............ ........ . .......... . ......... ........... ................ ................... ..... ....................... .................. FRIDAY AND SHALL ONLY ENGAGE IN OR CONDUCT CONSTRUCTION ACTIVITY BETWEEN THE HOURS OF 7:00 AM AND 6:30 PM ON SATURDAY. NO ............................. ......... x .1 ....... .... X. . . ............. ...... .............. ..... ..... .... I I .............................. .... ... ........ .......... ............__ .......... I,,........ .............. .............. ..................... ...... .............. ............. ........... ..... ................ ................ .. ................ X.. . ..... ......... ................ ..... . . . ........................................ ............................ ..............I .. . ...... ............ ...........%........ ........... ..... ... -10 . ...... CONSTRUCTION ACTIVITY SHALL BE UNDERTAKEN ON SUNDAY AND NATIONALLY RECOGNIZED HOLIDAYS. ....... ......... *x:K,- .12. ............ 6. REGULATORY AGENCY CLEARANCES. THE ISSUANCE OF A PERMIT BY THE CITY DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL ............. .... .. ........................ ............ ........ ..... .. .. AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE APPROPRIATE ............*'�'."."'.'.,."..".".""'*""*, ... .......................... ................................ . ......... '0 . ........................ ... ........................... . . . ......... .......................... CLEARANCES FROM THESE AGENCIES SHALL BE OBTAINED PRIOR TO ANY SITE DISTURBANCE OR GRADING. ........ ... .... ............ .................. .............. . ...... ....... ........... 7. CONSTRUC11ON CHANGE ANY CONSTRUCTION CHANGE MUST BE FIRST SUBMITTED TO THE CITY AS A REDLINE REVISION FOR REVIEW AND APPROVAL -...... .......... .... ............. .................. .............. ............ .................. . .... . . ... ............ .. . ...... .......... .......... X. ::::::X. ................. ... ....... .................. ........... PRIOR TO IMPLEMENTING THE CHANGE IN THE FIELD. REFER TO THE CITYS ENGINEERING AND CONSTRUCTION MANUAL. ............ ........... ................... .......... ................ ......... .................... ............... ........ ... ..... ... ......................:.X ................ .... ............. . ... ...... ....... . .. ............................ ........... 8. PRE—CONSTRUCTION MEETING A PRE—CONSTRUCTION MEETING SHALL BE SCHEDULED TWO WORK DAYS PRIOR TO THE START OF CONSTRUCTION. DURING . .... . .... ........... .............. ........... ................. ........... . ............... ......... ..... .................. ........ ...... ...... ................. ...... ........... ............ CONSTRUCTION, A DEPENDABLE AND RESPONSIVE CONTRACTOR'S REPRESENTATIVE SHALL BE AT THE JOB SITE AT ALL TIMES. . ............. .......... ............ ........... ........... ............... ................. ............ ... ...... ........ . ...... .. ............ ................. ....... ...... ......... ......... ............... ............... ..... 9. UTILITIES. ANS BY THE CITY DOES NOT CONS11TUTE A REPRESENTATION AS TO THE ACCURACY OR COMPLETENESS OF THE ....................... ........... ....... ................ ............ TION, NOR THE EXISTENCE OR NON—EXISTENCE OF ANY UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. ANY UTILITY DAMAGED DURING THE ............... LOCA ......... .... ......... .......... ........... ................ ........ ............... .......... ............ ... .. ..... THE CONTRACTOR, AT HIS WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY ...... .......... ............. ....... ........ ...... .......... EXPENSE. .............. .... ................... ................ ................ ............... ............. .. ...... ... ... ......... ....... .................... .... ...... ...... ... . .... .... ..... .......... ........... .......... ABBREVIATIONS 10. SURVE IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO N011FY THE ENGINEER OF RECORD AND TO INSTALL STREET CENTERLINE MONUMENTS ...... ..... .......... ........................ ........ ............................. ................ .......... ........ ..... ...... .... FF FINISHED FLOOR SCO SEWER CLEANOUT ....................... ................... ..................... ............. ........................... .............. AS REQUIRED BY RIVERSIDE COUNTY ORDINANCE NO. 491. CENTERLINE TIES SHALL BE PROVIDED TO THE CITY ENGINEER, UPON COMPLETION OF THE ....... ........... . ........ ... ....... ........... .... ... ..... ............... .. ........ ............................. -. ....... .......... .................. ................. .......... ..... ......... ................ . ..... ............. ........................... ..... ......... ..... ...... ...... TION (DISTURBED OR DESTROYED DURING CONSTRUCTION) SHALL BE PE PAD ELEVA11ON LT. LIGHT E ACCEPTANCE IS GRANTED. ALL FASTING MONUMENTA .......... ........... ............. ... .... ............. ....... .......... . ..... REPLACED TO CITY STANDARDS IN ACCORDANCE WITH iHE LAND SURVEYORS ACT AND THE STREETS AND HIGHWAY CODE, AND AS APPROVED BY THE ::::........... .................................... ................................................ . ............... .................... .... .. ....... BW PROP. ... ....... . .. ... .... ........... ......... ............ . ......... ........................ ..... .. ...... ....... EXIST. EXISTING .. .............. .. ..... ...... ............... .... ................................ ...... .............. .................... .......................................... ...... ....... ........ . ............ ....... ....................... ........................................ CITY ENGINEER. UPON REQUEST, SURVEY CUTS SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER. TC ............ ........................................................ ...... ...... ............................................... ......... .................................................................. ..... I...... .................................. .............................. . . . ........ ........... ................ ........ .... ....... ........ ................ ..... ............ ........... .... .. ..: .................... .................. ..... .... .......................... .......................... FS FINISHED SURFACE ELEC. ELECTRIC .............. .............. ... .............. 11. DUST CQNTROL DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS, AS APPROVED BY THE CITY ENGINEER AND SHALL COMPLY WITH SOUTH ............ ..... ...... .... ................................ ...................... ........... ........ ............ ................... .................... .......... ......... .... .. . ...... ........ .... ..... ................ ................. ........... - :: ........ ...................... ............................................... COAST AIR QUALITY MANAGEMENT DISTRICT'S (SCAQMD) RULE 403. ....................... FG FINISHED GRADE SCE SOUTHERN CALIFORNIA EDISON ................................ .............................. ....... ............ .... . ............ ..... ... ....... ........ ..... ........... .................. TRANS. TRANSFORMER ......................... EG TI 12. CONSTRUCTION FENCINQ A SIX FOOT CHAIN LINK FENCE IS REQUIRED ON ALL INDUSTRIAL AND COMMERCIAL PROJECTS UNTIL ROOF SYSTEMS ARE .............. ............................. ..........:.:.%, ........... ................. ........ . FL ...... FLOWLINE TYP. TYPICAL ........... ..... BFP BACKFLOW P N F E CITY ENGINEER FOR PUBLIC SAFETY. THE MAINTENANCE OF THE FENCE IS THE SOLE RESPONSIBILITY OF ................. .... ........... .........................- ..... ............ TG TOP OF GRATE ....... ....... .............. ............... ....... .......... ......... ............ .......... ............................................. THE CONTRACTOR. .......... . .... .......... .......... .......................... .. ........... . ............... . .... ................ ... ........ SWR SEWER ................. WTR WATER ... . . ..... .. . ................ ..... TOP OF WALL Ti .......... TW 13. INSPECTIO�S. ALL WORK PERFORMED WITHOUT PROPER INSPEC11ON FROM THE CITY MAY BE SUBJECT TO REJEC ON. ........... ............. TRW TOP OF RETAINING WALL ................ . ...................... .......... ........... .......... ............................ ....... .... :: ....... ....................... LP LOW POINT ............. 14. OIBER CONSTRUCI]ON NOTES REFER TO SEPARATE NOTES FOR $GRADI NG," "EROSION AND SEDIMENT CONTROL," "PAVING" AND "TRAFFIC" REQUIREMENTS, ...... HDPE HIGH DENSITY POLYETHYLENE ..... ..... .... ................... ............ .......... .............. ...... .............. . .......... . ......... .... .......... . ... ............ ................ ............... . ........... ........................ ......................... RCP REINFORCED CONCRETE PIPE .............. ................ . ............ IF APPLICABLE. .............. ... ......... HP HIGH POINT . ................... ................................. .................. MAX. MAXIMUM .............................. ............ ......... ..... . . ...... . ... GB ........................... ............................. ................... ....... ..... .......... ................. ............................. ............ ..... .................................................... ...... ............................%......'.......................... ... ........... .............. ...................... .......... . .......... ... ...................... . ..... ........... ...... ................ ............... ............ MIN. MINIMUM ................... ..................... ......... .............. .................... ........... ........... .......... ....... ........... EARTHWORK OUANTMES .................. ............................ .......... ...... .... . .. . .............................. ........... ...... .. ....... .. ELEV. ELEVATION ......... .. .. ................................ ...... ............... ....... ............ ................. CENTER LINE .......... . ..... ............ ...... ........... ......... .... ..... ..... ............ ..... ............ ................ ............... .......... ........... ...... ESTIMATED CUT VOLUME: 1o600 CY AB .................... ...... .............. ....... .... .............. ........ ........ ............. .. ......... .... DI .................. DRAIN INLET ............ ........... .... ...... TION CONTROL VALVE TYP. TYPICAL ........... R/W RIGHT OF WAY ES11MATED FILL VOLUME: AC ASPHALT CONCRETE ESTIMATED EXPORT MATERIAL: .......................... . ............... .......... ...... ..... % . ..... ............. .. IcV IRRIGA ............. ...... .... .......... ... .................... ......... ..... .............. TPB TELEPHONE PULL BOX LAT. LATERAL NOTE THE QUAN11TIES AS SHOWN HEREON ARE FOR PERMIT AND/OR BONDING EPB ELECTRICAL PULL BOX INV. INVERT RADING CONTRACTOR SHALL BE RESPONSIBLE FOR 'VACINTkil MAP STA STATION VERIFICA11ON OF QUAN1111ES PRIOR TO THE START OF GRADING AND ACCOUNT C&G FOR DISTRIBUTING ANY EXCESS MATERIAL OR SUPPLYING ANY DEFICIENCIES TO NM BRING SITE TO DESIGN GRADE. THE ABOVE CUT AND FILL FIGURES REPRESENT PURE VOLUME FIGURE 'S BID WILL BE THE SOLE BASIS FOR ALL PAYMENTS FOR WORK DONE. LEGEND OLE FIRE HYDRANT SEWER MANHOLE DCDA—DOUBLE CHECK RIV. CO. BENCH MARK J—.63, SEC. 1, T-8—S, R-3—W SMB AT TEMECULA RIVERSIDE CITY W_— WATER LINE ETE ON MAIN STREET 100' SOUTH ACROSS THE STREET FROM THE FORMER POST OFFICE P.O.C. POINT OF CONNECTION BUILDING AT A RESTAURANT FORMERLY THE FIRST NATIONAL BANK IN THE NORTHEAST NE CM CATCH BASIN CONCRETE WALL 1.5' NORTHWEST OF THE EAST CORNER OF THE DOOR COLUMN AT THE —SETBACK LINE GRATED INLET UILDING 2.3' ABOVE THE CONCRETE STEP A STANDARD DISC PROPERTY LINE STAMPED "J-63. 1927" SHEET INDEX: WM—WATER METER ADJUSTED ELEV. 1005.651 # DWG# SHEET TITLE LANDSCAPE MAINTENANCE CB CATCH BASIN ADJUSTED 1970 13Y RIV. CO. 600-7-68 1 C-001 — TITLE SHEET AGREEMENT LINE GI GRATED INLET 2 C-002 — CONSTRUCTION NOTES AND QUANTITIES CENTERLINE 3 PA PLANTER AREA SITE ADDRESS- 4 CD-101 — SITE REMOVALS PLAN AC ASPHALT PAVEMENT IA INFILTRATION AREA 5 CS-101 — HORIZONTAL CONTROL PLAN C.F. CURB FACE TG TOP OF GRATE TAIT & ASSOCIATES, INC. FIELD SURVEY 27309 MADISON AVE. 6 CS-501 — STRIPING DETAILS DATES: 4/27/15 & 6/25/15 TEMECULA, CA 92690 7 CG-101 — PRECISE GRADING PLAN MH MANHOLE SWR SEWER 8 CG-501 — SECTIONS & DETAILS INV INVERT FF FINISHED FLOOR ELEVATION 9 CK-101 — STORM DRAIN PLAN FH FIRE HYDRANT TYP. TYPICAL ASSESS%00"'R'S PAR(O.'e"EL NUMBER: 10 CK-501 — STORM DRAIN DETAILS 11 CK-502 — STORM DRAIN DETAILS BW BACK OF WALK RNIA WATER DISTRICT 12 CE-001 — EROSION & SEDIMENT CONTROL NOTES & DETAILS CO CLEANOUT PAL WATER DISTRICT GROSSAREA: 2. 95 AC 910-272-033-3 13 CE-101 — EROSION & SEDIMENT CONTROL PLAN SD STORM DRAIN MW MODULAR WETLANDS STORM WATER USABLE AREA: 2. 7 8 A C LEGAL HP HIGH POINT TREATMENT UNIT DISTURBED AREA: 1 8 3 A C PM-23561-1, PARCELS 6 & 7 D EVE LO wP`E ROWN E R CIVIL ENGINEER A DELTA PRINCIPLE DEVICE w (XXXX.XXBW),EXISTING ELEVATION WWDID # 933C374170 KAISER PERMANENTE TAIT & ASSOCIATES, INC. CENTERLINE XXXX.XXFL PROPOSED ELEVATION 182 GRANITE STREET, SUITE 120 701 N. PARKCENTER DRIVE RD ROOF DRAIN MCHAEL DELAGARZA- CORONA, CA 92878 SANTA ANA, CA 92705 DB DETENTION BASIN HANDICAP STALL 701 N . PARKCENTER DR , (949) 453-8300 (714) 560-8200 FDC FIRE DEPT. CONNECTION F SOILS ENGINEER ARCHITECT PIV POST INDICATOR VALVE NA, PRINCIPLE DEVICE N.T.S. NOT TO SCALE NIA GEOTECHNICAL LIONAKIS X.X% DRAINAGE SLOPE STREET LIGHT ( 714) 560- 8664 22885 SAVI RANCH PARKWAY, SUITE E 4000 MACARTHUR BOULEVARD, SUITE 101 SEWER CLEANOUT CN YORBA LINDA, CA 92887 NEWPORT BEACH, CA 92660 EX. SIGN OSD # 22544 (714) 685-1115 (949) 955-1919 -0- FIRE DEPT. CONNECTION POST INDICATOR VALVE RISK LEVEL EX. LIGHT POLE WV UNAUTHORIZED CHANGES & USES ENGINEERS NOTE TO CONTRACTOR AIA945W THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, CATION OF ANY UNDERGROUND UTILITIES, E PLANS. ALL CHANGES TO THE PLANS PIPES, AND/OR STRUCTURES SHOWN ON THESE PLANS WERE MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF S111LOW V4 9 4j#0 4NICEff 701 N. Pariccenter Ddve UNDERGROUND SERVICE ALERT T CTOR AGREES THAT IN ACCORDANCE NTH GENERALLY ACCEPTED OUR KNOWLEDGE, THERE ARE NO EXISTING U11LITIES EXCEPT AS ZR T T ONTRACTOR WILL BE REQUIRED TO ASSUME SHOWN ON THESE PLANS. THE CONTRACTOR SHALL ASCERTAIN THE Santa Ana, CA 92705 (j ZI SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF TRUE VER11CAL AND HORIZONTAL LOCATION OF THOSE (0 CONSIRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT UNDERGROUND UTILITIES TO BE USED AND SHALL BE RESPONSIBLE p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO FOR ANY DAMAGE TO ANY PUBLIC OR PRIVATE UTILITIES, SHOWN OR TAIT f: 714/560/8211 TITLE 24 DISABLED ACCESSIBILITY ONLY 1-800-422-413J www.tait.com (a NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, NOT SHOWN HEREON. IF THE CONTRACTOR ENCOUNTERS ANY Since 1964 Los Angeles Sacramento San Francisco INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL DISCREPANCIES, CONFLICTS OR AREAS MICH HE FEELS Ontario San Diego Boise oo, OR ALLEGED, IN CONNEC11ON WITH THE PERFORMANCE OF WORK ON THIS PROJECT, UNWORKABLE, HE SHALL NOTIFY THE GRADING ENGINEER Phoenix Dallas Denver EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. IMMEDIATELY PRIOR TO CONTINUING OR DEMATING FROM THIS PLAN. A2 2 A PPRO VED B TWO WORKING DA YS BEFORE YOU DIG AYA)VF DA TE CONSTRUCTION RECORD DA 7E BY REVISIONS A C CD DA TE BENCH MARK SEAL.. 11................ Designed By Dra wn By Checked By Dra wing No. ......................SCALE w ?A 6 ffj eC11" DEPARTMENT OF PUBLIC WORKS MDICG MD/CG DWS Y. 12 01 15 DS SITE PLAN REVISION Zj� w RECOUIVENDED B DATE-Contractor 6 DS SID AND BMP No. 1 REVISIO:N�L ORD Horizontal 0 Plons Prepored Under Supervision Of a rn ACCEPTED BY' DA TE- C-001 Inspector SEE 777LE SHEET No.82595 THOMAS W GARC14 *MALE SWEET 01 xp.09/30/201 DoteV6 DIRECTOR OF PUBLIC WORKS 0-Y ENGINEER PRECISE GRADING FL A NS FA 15, 0151 MEDICAL OFFICE BUILDING 2 ,- TE Date Completed Vertical clvl\� DA VID W SL OA N, PE R.C.E No. 48279 PA15-0151 MEDICAL OFFICE BUILDING 2 OF' w0k\j, Sheet 1 of U lb R.C.E No. 82595 PM 23561-1- PARCELS 6 AND 7 CONSTRUCTION NOTES OUANTITY ONSTRUCTIO NOTES OUANTITY 1 PROTECT IN PLACE. 17 EA 68 PROTECT IN PLACE EX. GRATED INLET. 1 EA 2 EXISTING CURB TO BE DEMOLISHED AND REMOVED. 1,860 LF 69 CONSTRUCT STORM DRAIN MANHOLE PER SPPWC STD. 326-2 (36" DIA. MANHOLE SHAFT 5 EA 3 EXISTING AC PAVEMENT AND ASSOCIATED SUBBASE MATERIALTO BE DEMOLISHED AND REMOVED. 36,350 SF WITHOUT REDUCER), SEE SHEET CK-501 FOR DETAILS. Q 4 RELOCATE EXISTING MAILBOX. SEE PRECISE GRADING PLANS.' 1 EA @CONSTRUCT CONCRETE BLANKET PROTECT PER SPPWC STD. 225-2. SEE SHEET CK-501. 2 EA 5 EXISTING TREE TO BE REMOVED. 13 EA OCONSTRUCT JENSEN 24" X 36" DROP INLET WITH KRISTAR FLOGARD LoPRO FILTER INSERT, 1 A 6 EXISTING SIGN TO BE REMOVED. 14 EA MODEL No. FG-M2436, SEE SHEET CK-501 FOR DETAILS. 7 EXISTING LIGHT TO BE RELOCATED. SEE ELECTRICAL SITE PLAN. 10 EA @INSTALL MODULAR WETLAND SYSTEM PER MANUFACTURER'S SPECIFICATIONS, MODEL No. PER 3 EA PLAN, SEE SHEET CK-502 FOR DETAILS. 8 EXISTING SIGN TO BE RELOCATED. SEE ARCHITICTURAL PLAN. 2 EA @INSTALL OLD CASTLE STORM CAPTURE DETENTION BASIN PER MANUFACTURER'S SPECIFICATIONS, 20 EA (2)EXISTING PCC WALK OR RAMP AND ASSOCIATED SUBBASE MATERIAL TO BE DEMOLISHED AND 2,020 SFMODEL No. SC-1,1, NUMBER OF UNITS PER PLAN. REMOVED. Q @EXISTING LANDSCAPING TO BE REMOVED. CAP OFF ALL ASSOCIATED IRRIGATION. SEE 4,370 SF @INSTALL 18" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK-501. 511 LF LANDSCAPING PLANS. @ INSTALL 12" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK-501. 29 LF 11 SAWCUT EXISTING PAVEMENT/SURFACE. 240 LF @ INSTALL 24" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK-501. 10 LF 12 EXISTING STORM DRAIN INLETS AND PIPE TO BE REMOVED. 450 LF 77 INSTALL 90 DEGREE BEND. 12 EA 13 EXISTING DECORATIVE PAVEMENT AND ASSOCIATED SUBBASE MATERIAL TO BE DEMOLISHED AND 100 SF 78 INSTALL 45 DEGREE BEND. Q EA REMOVED. 79 INSTALL TEE, SIZE PER PLAN. 13 EA 14 EXISTING PCC GUTTER AND ASSOCIATED SUBBASE MATERIAL TO BE REMOVED. 50 LF 80 INSTALL REDUCER, SIZE PER PLAN. 6 A 15 REMOVE INFILTRATION TRENCH AND ASSOCIATED MATERIAL. 1,160 SF 81 INSTALL ECCENTRIC REDUCER, SIZE PER PLAN. 8 EA 16 NOT USED. N/A 82 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH 251 WITH WEIR 2 EA 17 NOT USED. N/A STUCTURE PER DETAILS ON SHEET CK-501 (WEIR HEIGHT PER PLAN). 18 NOT USED. N/A 83 CONNECT STORM DRAIN PIPE TO STORM CAPTURE DETENTION BASIN. 4 EA 19 NOT USED. N/A 84 CONNECT TO MODULAR WETLANDS UNIT. 5 EA SINSTALL NOT USED. N/A 85 INSTALL 11.25 DEGREE BEND. 1 EA PARKING STALL STRIPING PER SPPWC STD. PLAN 180-0 1280 LF @CONSTRUCT 12"X12" NDS CATCH BASIN (PART No. 1200) W/ 12"X12" ATRIUM GRATE (PART No. 3 EA @INSTALL ACCESSIBLE PARKING STALL STRIPING AND PAVEMENT SYMBOLS PER SPPWC STD. PLAN 16 SPACES 1280) IN LANDSCAPE OR W/ 12"X12" GRATE (PART No. 1214) IN HARDSCAPE. 180-0, CBC FIGURE 1113-18C, AND DETAIL A ON SHEET CS-501 :INSTALL CONSTRUCT 8" X 12" HDPE TRIPLE REDUCING MANIFOLD. EA 23 INSTALL ACCESSIBILITY SIGNS PER ARCHITECTURAL SIGNING PLANS AND DETAILS B & C ON 10 EA 22.5 DEGREE BEND. 2 EA SHEET CS-501 @INSTALL CROSSWALK STRIPING PER 2013 CBC SEC. 1113-502.33 @INSTALL 24" WYE. A-502.33 AND DETAIL D ON SHEET 350 SF CS-501 @CONSTRUCT 4" NDS ATRIUM GRATE (PART No. 75) W/ 4" ELBOWS, PIPES AND FITTINGS. 2 EA @ REINSTALL EXISTING SIGNS PER ARCHITECTURAL SIGNING PLAN AND DETAIL E ON SHEET CS-501 1 EA 91 INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET CE-001. 1 EA 26 PAINT RED FIRE LANE CURBS PER CITY OF TEMECULA FIRE DEPARTMENT REQUIREMENTS AND 735 LF 92 INSTALL GRATED INLET PROTECTION PER DETAIL ON SHEET CE-001. 15 EA DETAIL K ON SHEET CS-501 93 INSTALL DOUBLE GRAVEL BAG PROTECTION PER DETAIL ON SHEET CE-001. 1,100 LF 27 PAINT STOP LEGEND & BAR PER DETAIL F, SHEET ON CS-501 3 EA 94 INSTALL CONSTRUCTION STAGING AREA. 1 LS 28 INSTALL STOP SIGN PER DETAILS E, G & H, SHEET ON CS-501 3 EA 95 NOT USED. N/A 29 PAINT PAVEMENT DIRECTIONAL MARKING PER DETAIL I ON SHEET CS-501 7 EA 96 INSTALL CONSTRUCTION FENCING WITH GREEN SCREEN. 1,100 LF 30 PAINT LOADING ZONE STRIPING PER DETAIL J ON SHEET CS-501 1 EA9INSTALL INSTALL 16' MINIMUM WIDTH, DOUBLE CONSTRUCTION GATE. 3 EA @CONSTRUCT 6-INCH CURB PER CITY OF TEMECULA DPW STD. NO. 204A. 849 LF SILT DIKE ON PAVEMENT PER DETAIL ON SHEET CE-001. 100 LF 32 CONSTRUCT 6-INCH CURB WITH 12" LANDSCAPING STEPOFF PER CITY OF TEMECULA DPW STD. 347 LF 99 REMOVE EX. RCP PIPE, CORE DRILL FOR NEW 24" HDPE PIPE CONNECTION TO BACK OF CURB 1 EA NO. 204A & DETAIL B ON SHEET CG-501. Q INLET PER RCFC & WCD STD. DWG. C13109. CONTRACTOR TO CONFIRM EX. INVERT ELEVATION. @CONSTRUCT 6-INCH CURB AND GUTTER PER CITY OF TEMECULA DPW STD. NO. 200. 982 LF @CONSTRUCT SEDIMENT TRAP/ STORM DRAIN MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH 2 EA 34 CONSTRUCT 6-INCH CURB AND GUTTER WITH 12" LANDSCAPING STEPOFF PER CITY OF 210 LF 2` ' TEMECULA DPW STD. NO. 200 & DETAIL B ON SHEET CG-101. @INSTALL 18" WYE. 1 EA 35 CONSTRUCT 6-INCH CURB AND GUTTER PER CITY OF TEMECULA DPW STD. NO. 200, MODIFIED 215 LF TO 2% SLOPE, WITH 2' OPENINGS AT 9' O.C. 36 CONSTRUCT 0-INCH CURB PER CITY OF TEMECULA DPW STD. NO. 204B. 84 LF 37 CONSTRUCT STANDARD DUTY PAVEMENT SECTION PER DETAIL G ON SHEET CG-501 26,115 SF 38 CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN 111-5 CASE A, TYPE 1. 1 EA 39 CONSTRUCT ACCESSIBLE RAMP PER SPPWC `'TD. PLAN 111-5 CASE D, TYPE 1. 1 EA 40 CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN 111-5 CASE B, TYPE 1. 2 EA Al CONSTRUCT TRUNCATED DOMES PER DETAIL ON SPPWC STD. PLAN 111. 168 SF 42 INSTALL WHEELSTOP PER DETAIL A ON SHEET CG-501. 23 EA 43 CONSTRUCT 4-INCH PCC WALK. 5,150 SF 44 INSTALL EXISTING RELOCATED LIGHT PER ELECTRICAL PLAN. 15 EA 45 4-INCH PCC WALK, PLANTERS, & BENCHES PER LANDSCAPE PLANS. 1,550 SF 46 PROPOSED DRAINAGE STRUCTURE. SEE SHEET CK-101. N/A 47 RE-INSTALL EXISTING MAIL BOXES PER MANUFACTURER'S RECOMENDATIONS 1 EA 48 NOT USED. N/A A. CONNECT TO EXISTING CURB DRAIN PER SPPWC STD. 150-3. 1 EA 50 CONSTRUCT HEAVY DUTY AC PAVEMENT SECTION PER DETAIL H ON SHEET CG-501 17,700 SF 51 CONSTRUCT 6-INCH CONCRETE SLAB FOR BIKE LOCKER. 12,158 SF (@ CONSTRUCT PCC PAVEMENT (7" THICK) PER DETAIL I ON SHEET CG-501. 400 SF 53 NOT USED. N/A 54 NOT USED. N/A 55 NOT USED. N/A 56 NOT USED. N/A 57 NOT USED. N/A 58 NOT USED. N/A 59 NOT USED. N/A 60 NOT USED. Q N A @INSTALL 6" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK-501. 410 LF @INSTALL 8" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK-501. 5 LF ,o 63 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH 251. 2 EA .b 64 CONSTRUCT STORM DRAIN CLEANOUT PER RCFC & WCD STANDARDS. 4 EA @ CONSTRUCT JENSEN 24" X 24" DROP INLET WITH KRISTAR FLOGARD PLUS FILTER INSERT, 8 EA N MODEL No. FGP-24F8 (SHALLOW), SEE SHEET CK-501 FOR DETAILS. 66 CONNECT TO ROOF DRAIN PER PLUMBING PLAN. 4 EA I coo 67 CONNECT TO EXISTING STORM DRAIN LINE PER STD.-603 ON SHEET CK-501. CONTRACTOR TO 2 EA CONFIRM EXISTING INVERT. .c 3 ib 8l/lLDl1VC'.4HD�.4FE1�' UNDERGROUND SERVICE ALERT 701 N. Parkcenter Drive S o Santa Ana, CA 92705 p: 714/560/8200 CALL TOLL FREE TAITf: 714/560/8211 REVIEWED FOR COMPLIANCE WITH 1-800-422-4/33 www.tait.com TITLE 24 DISABLED ACCESSIBILITY ONLY Since 1964 Los Angeles Sacramento San Francisco Z Ontario San Diego Boise o Phoenix Dallas Denver �A j V TWO WORKING DAYS BEFORE YOU DIG APPROVED BY• b CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. I 12/01/15 DS SITE PLAN REVISION SCALE oQRQ SSI®rlrr9 MD CC MD CC DWS �j C/Ty4OAF TAJfASC111,A DEPARTMENT OF PUBLIC FORKS .. Contractor 4� p S �� RECOMMENDED BYE: ! DATE. �/ s Horizontol Plons Prepared Under Supervision Of T 04 21 16 DS SD AND BMP No. 1 REVISION �"a° o ti w v z rn ACCEPTED BY.• �Ct✓ DATE.• ►� ° o C-002 Inspector SEE TI TLE SHEET N®.8255 �, CD/Y "TRU "T�DN11/ TFS 41VD 41 4HT/7/AF ' OMAS W. GARCIA •:��•• * xp.09/30/2016 � M._ DateC��X 14DIRECTOR OF PUBLIC WORKS/CITY ENGINEER � �J Date Completed Vertical sq C1V11. °� DAVID W. SLOAN, PE R.C.E. No. 48279 Y PA15-0151 - MEDICAL 0 BUILDING 2 -, o� ®F CA `� R C.F No. 82595 x,1889 PM 23561-1- PARCELS 6 AND 7 Sheet 2 of �3 0 CITE OF TEMECULA PAVING NOTES CITY OF TEMECULA PAVING NOTES (CONTINUED) GENERAL SITE REMOVALS NOTES 1. STANDARDS. ALL WORK AND MATERIALS I.E., ASPHALT CONCRETE AC PAVEMENT, PORTLAND CONCRETE CEMENT (PCC), BASE COURSE, ETC. 17. GUTTER LIP. A 3/8 INCH LIP SHALL BE PLACED ADJACENT TO CONCRETE GUTTERS IN ACCORDANCE WITH CITY AND ENGINEERING STANDARDS. 1. ALL DEMOLITION WORK SHALL BE I STRICTLY IN ACCORDANCE WITH THE APPLICABLE REGULATIONS AND PROVISIONS OF THE CITY OF TEMECULA AND THE SHALL CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (I.E., GREENBOOK) LATEST EDITION, THE ENGINEERING REFER TO STANDARD NO. 200. COUNTY OF RIVERSIDE. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF ANY WORK COVERED BY THESE PLANS. AND CONSTRUCTION MANUAL, CITY AND ENGINEERING STANDARDS AND REQUIREMENTS. SEPARATE CITY OF TEMECULA PUBLIC WORKS PERMIT WILL BE REQUIRED FOR ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 2.PERMIT REQUIREMENTS. A GRADING OR ENCROACHMENT PERMIT(S) SHALL BE OBTAINED PRIOR TO PAVING. BEFORE OBTAINING AN 18. PAVING DETAIL ARQUND MANHOLES, VALVE COVERS, ETC. ALL PAVING AROUND MANHOLES, U1ILITY VALVE COVERS, ETC. SHALL BE IN 3. A CONSTRUCTION EASEMENT AND "RIGHT TO ENTER" WILL BE REQUIRED FOR WORK ON ADJACENT PROPERTY. ENCROACHMENT PERMIT, A CERTIFICATE OF INSURANCE AND THE REQUIRED BONDING FOR PUBLIC IMPROVEMENTS SHALL BE PROVIDED TO THE ACCORDANCE WITH THE GREENBOOK REQUIREMENTS, UTILITY AGENCY REQUIREMENTS, CITY AND ENGINEERING STANDARDS. REFER TO CITY 4. THE EXTENT OF DEMOL11ION WORK SHALL BE AS SHOWN ON THE DEMOLITION PLANS. DEMOLITION INCLUDES COMPLETE WRECKING OF EXISTING CITY ENGINEER. A CALTRANS ENCROACHMENT PERMIT MAY BE REQUIRED. STANDARD N0. 503 "PAVING DETAIL AROUND MANHOLE." ( } IMPROVEMENTS AND REMOVAL AND DISPOSAL OF DEMOLISHED MATERIALS. ANY SALVAGE OPERATIONS SHALL BE COORDINATED WITH THE "OWNER". 5. TRAFFIC: CONDUCT DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER 3.SOIL STERILIZER. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL BASE GRADE SURFACES PRIOR TO PAVING. ADJACENT OCCUPIED FACILITIES. 4.PRIME COAT IS REQUIRED ON SUBGRADE OR BASE WHEN THE BASE IS SUBJECTED TO SUBSTANTIAL CONSTRUCTION TRAFFIC OR 19. C �T.. THE METHOD OF DEPOSITING, DISTRIBUTING LE., USING ASELF-PROPELLED SPREADING/FINISHING MACHINE} AND ROLLING AC 6. PROTECTIONS: ENSURE SAFE PASSAGE OF PERSONS AROUND_ AREA OF DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO.ADJACENT BUILDINGS, RIME COAT. PRIME Q { ( STRUCTURES, OTHER FACILITIES, AND PERSONS. WHEN LONG TIME PERIODS ELAPSE BEFORE AC IS PLACED), AS DETERMINED BY THE SOILS ENGINEER AND APPROVED BY THE CITY ENGINEER. SHALL BE IN ACCORDANCE WITH THE GREENBOOK. 7. DAMAGES: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION OPERATIONS AT NO COST TO OWNER. 5.TYP E S .I . PRIOR TO PROJECT FINAL COMPLE110N AND ACCEPTANCE OF STREETS INTO THE CITY'S MAINTAINED SYSTEM, TYPE I SLURRY 8. UTILITY SERVICES: PRIOR TO THE START OF DEMOLITION WORK, THE CONTRACTOR SHALL NOTIFY ALL AFFECTED UTILITY COMPANIES AND MAKE L RR Y 20. ACCEPTANCE OF PRODUCT. THE CONTRACTOR SHALL REPAIR ANY DEFECTIVE SURFACING DUE TO GRADE SETTLEMENT OF FILLSTRENCH FILLS PROVISIONS TO HAVE ALL,EXISTING ON-SITE WATER, SEWER, GAS, ELECTRIC, IRRIGATION, AND TELEPHONE LINES REMOVED, ABANDONED, OR RELOCATED SHALL BE PLACED OVER THE ASPHALT CONCRETE PAVED PROJECT STREET(S), A ,DIRECTED BY THE CITY ENGINEER. THE ENTIRE ROADWAY THAT SERVE THE BUILDINGS TO BE DEMOLISHED, OR THAT INTERFERE WITH PROPOSED CONSTRUCTION. WIDTH SHALL BE SWEPT AT LEAST 3 TIMES OR AS DIRECTED BY THE CITY ENGINEER. OR BASE MATERIAL, AS REQUIRED BY THE CITY ENGINEER. NO PAVEMENT "BIRDBATHS" OR DEVIATIONS GREATER THAN 1/8 INCH IN SIX FEET 9. CONTRACTOR TO MEET RULE 403: 6.FQSEAL. FOR PRIVATE DEVELOPMENT, ASPHALTIC EMULSION (FOG SEAL) SHALL BE APPLIED NOT LESS THAN 14 DAYS FOLLOWING PLACEMENT SHALL BE ACCEPTED. A. THE CONTRACTOR SHALL ENSURE THAT ALL DISTURBED UNPAVED ROADS AND DISTURBED AREAS WITHIN THE PROJECT ARE WATERED AT LEAST OF THE ASPHALT SURFACING AND SHALL BE APPLIED AT A RATE OF 0.05 GALLONS PER SQ. YD. THE ASPHALT EMULSION SHALL CONFORM TO THREE TIMES DAILY DURING DRY WEATHER. SECTIONS 37, 39 AND 94 OF THE STATE STANDARD SPECIFICATIONS. 21. PROTECTION OF WORK. THE CONTRACTOR SHALL: (A) PROTECT EXISTING STRUCTURES, CURB AND GUTTERS, SIDEWALKS, LANDSCAPING, CATCH B. THE CONTRACTOR SHALL ENSURE THAT TRAFFIC SPEEDS ON UNPAVED ROADS AND PROJECT SIRE AREAS ARE REDUCED TO 15 MILES PER HOUR OR 7.TACK COAT. A TACK COAT SHALL BE APPLIED TO EXISTING PAVEMENT AND VERTICAL JOINTS, CONCRETE SURFACES AND ASPHALT CONCRETE BASIN DEPRESSIONS AND OTHER SURFACE FEATURES AGAINST DAMAGE CAUSED BY PAVING OPERATIONS AND ASPHALT SPRAY; (B) PROTECT LESS TO REDUCE PM10 AND PM2.5 FUGITIVE DUST HAUL ROAD EMISSIONS BY APPROXIMATELY 44%. BASE COURSE, IF IT HAS BEEN EXPOSED TO VEHICULAR LOADS. THE TACK COAT SHALL BE SLOW SETTING ANIONIC EMULSIFIED ASPHALT TYPE COMPLETED WORK; ALL VEHICULAR TRAFFIC (LE., MOVING OR STATIONARY LOADS) SHALL BE KEPT OFF NEWLY PAVED AREAS UNTIL PAVEMENT 10. DISPOSAL: REMOVE FROM SITE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS. BURNING OF REMOVED "SS-1 H" CONFORMING TO THE GREENBOOK. SURFACES HAVE COOLED DOWN ADEQUATELY; (C) CLEAN THE SITE (I.E., REMOVE LOOSE PAVEMENT AND AGGREGATE, CLEAN OUT ALL MANHOLE MATERIALS FROM DEMOLISHED STRUCTURES 1MLL NOT BE PERMITTED ON SITE. F OPERATION OF VALVES AFTER PAVING REMOVE ALL DEBRIS RUBBISH AND EXCESS MATERIAL FROM WORK AREA, ETC. . 11. THE CONTRACTOR SHALL COMPLY WITH FEDERAL, STATE, REGIONAL AND LOCAL LAWS REGARDING THE ABATEMENT OF HAZARDOUS MATERIALS SUCH AS 8.CERTIFICA110N/TESTING. ALL SUBGRADE AND BASE GRADE SHALL BE CERTIFIED BY A LICENSED LAND SURVEYOR. BASE AND AC MATERIALS PITS, ENSURE REE _ ) LEAD-BASED PAINT AND ASBESTOS THAT MAY BE FOUND IN THE EXISTING BUILDINGS. SHALL BE TESTED IN ACCORDANCE WITH THE CITY'S QUALITY ASSURANCE PROGRAM (OAP) AND/OR AS DIRECTED BY THE CITY ENGINEER. 12. ALL CONSTRUCTION SHALL ABIDE BY THE CITY OF TEMECULA NOISE ORDINANCES IN THAT NOISY CONSTRUCTION ACTIVITIES ARE PROHIBITED BETWEEN 9.PAVING MATERIALS. 22. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," "GRADING," AND "EROSION AND SEDIMENT CONTROL" 8:00 P.M. AND 7:00 A.M. ON WEEKDAYS (INCLUDING SATURDAY) AND PROHIBITED ALL DAY ON SUNDAY. REQUIREMENTS. 13. SITE CLEARING: REMOVE TREES, SHRUBS, GRASS, AND OTHER VEGETATION, INCLUDING ALL ROOT SYSTEMS, IMPROVEMENTS, OR OBSTRUCTIONS AS a.AC MATERIALS. INDICATED. 1. AC MATERIALS SHALL CONFORM TO SECTION 203-6 OF THE GREENBOOK AND CITY STANDARDS. 14. BELOW-GRADE DEMOU11ON: DEMOLISH AND REMOVE EXISTING BELOW-GRADE IMPROVEMENTS AND ALL FOOTINGS, CONCRETE SLABS AND UNDERGROUND i. TYPE C2 PG?0-10 FOR FINISH AND OVERLAY COURSES. THIS COURSE SHALL BE A MINIMUM OF 0.12 FOOT 1 YI INCHES THICK INCLUDING GRIND CITYOF TEMECULA GRADING NOTES UTILITY LINES ( } 15. FILLING BELOW-GRADE VOIDS: COMPLETELY FILL BELOW-GRADE AREAS AND VOIDS RESULTING FROM DEMOLITION OF EXISTING STRUCTURES. AND OVERLAY INSTALLATIONS. 1. STANDARDS. ALL CONSTRUCTION AND GRADING RELATED ACTIVITIES (I.E., STOCKPILING, LAND CLEARING, EROSION & SEDIMENT CONTROL, ETC.) SHALL ii. TYPE B PG?0-10 FOR BASE COURSE. THIS COURSE SHALL CONTAIN THE BALANCE OF THE REQUIRED ASPHALT CONCRETE THICKNESS. THE BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THE CITY OF TEMECULA MUNICIPAL CODE, THE ENGINEERING AND CONSTRUCTION MANUAL, ALL A. USE SATISFACTORY SOIL MATERIALS CONSISTING OF STONE GRAVEL, AND SAND, FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER MINIMUM AC LIFT FOR BASE COURSE IS 0.21 FOOT (2Y2 INCHES). APPLICABLE STANDARDS, THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE (APPENDIX J) AND, IF APPLICABLE, THE STATE WATER ORGANIC MATTER, AS RECOMMENDED B SOILS REPORT. B. PRIOR TO PLACEMENT OF FILL MATERIALS, S, ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, TRASH AND DEBRIS. 2.THE MINIMUM AC THICKNESS IS 0.33 FOOT (4 INCHES). RESOURCES CONTROL BOARD (SW RCB) NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR CONSTRUCTION C. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 8" IN LOOSE DEPTH. COMPACT EACH LAYER OF FILL MATERIAL AT OPTIMUM 3.THE MAXIMUM AC LIFT IS FOUR IS 0.33 FOOT (4 INCHES). ACTIVITIES. MOISTURE CONTENT TO A DENSITY EQUAL TO ORIGINAL ADJACENT GROUND, UNLESS OTHERWISE AUTHORIZED IN WRITING BY THE OWNER. Y N THE SITE. D. AFTER FILL PLACEMENT AND COMPACTION, GRADE SURFACE TO MEET ADJACENT CONTOURS. CONTRACTOR IS RESPONSIBLE FOR SOILS COMPACTION 2.PERMIT REQUIREMENTS. A GRADING PERMIT SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF AN WORK 0 TESTS. COMPACTION TEST SHALL MEET ALL REQUIREMENTS OF THE CITY OF TEMECULA. NOTE: "SHOVING" IS A TYPE OF AC PAVEMENT FAILURE THAT MAY BE CAUSED BY ASPHALT MIXES THAT ARE TOO RICH IN ASPHALT, THAT 3.N011FICATIONS. PUBLIC WORKS SHALL BE NOTIFIED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308- 6395 AT LEAST 24 HOURS IN ADVANCE I N 11ION: THE FINISH GROUND SURFACES SHALL BE LEFT IN SMOOTH, UNIFORM GRADED CONDITION. OF BEGINNING ANY CONSTRUCTION GRADING OPERATIONS. 16. FINISH SITE CO D HAVE COURSE/FINE AGGREGATE THAT IS TOO ROUNDED, ETC. TYPICALLY, SHOVING RESULTS AT HILLS, CURVES OR INTERSECTIONS, CAUSED BY / 17. THIS DEMOLITION PLAN IS NOT INTENDED TO, AND DOES NOT DETERMINE THE METHOD, DETAILS, AND MEANS OF PERFORMING THE DEMOLITION. THIS BRAKING OR ACCELERATING VEHICULAR FORCES. TO PREVENT OR MINIMIZE SHOVING, THE CITY RESERVES TO RIGHT TO REQUIRE A MODIFIED AC 4.SOILS. ALL CONSTRUCTION/GRADING ACTIVITIES SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION PLAN MAKES NO INQUIRY OR DETERMINATION AS TO THE EXISTENCE OF ANY HAZARDOUS OR TOXIC MATERIALS EXISTING ON THE SITE. MIX DESIGN WITH PROPERTIES THAT PROVIDE HIGH STABILITY (I.E., ABILITY TO RESIST SHOVING AND RUTTING, ANGULAR AGGREGATE PARTICLES BY SOUTHERN CALIFORNIA GEOTECHNICAL DATED JANUARY 8, 2015. SAID REPORT SHALL BE CONSIDERED A PART OF THIS GRADING PLAN. 18. CONTRACTOR SHALL MAINTAIN/PROVIDE ON-SITE DRAINAGE AND STORM WATER CONVEYANCE SYSTEM TO ACCOMMODATE PASSAGE OF OFF- SITE STORM WITH A ROUGH SURFACE TEXTURE, ETC.) IN COMPLIANCE WITH THE GREENBOOK AND/OR CALTRANS SPECIFICATIONS. WATER RUNOFF THROUGH THE DEMOLITION LIMITS TO AN EXISTING STORM DRAIN SYSTEM. / 5. T I 19. NO DEMOLITION WORK SHALL COMMENCE PRIOR TO INSTALLATION OF THE PROJECT'S STORM WATER POLLUTION PREVEN11ON PROGRAM (SWPPP) BEST a. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1, UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER; AND SHALL COMPLY WITH THE MANAGEMENT PRACTICES (BMP's). b.BASE MATERIALS. RECOMMENDATIONS OF THE SOILS REPORT. FILL SLOPES SHALL NOT HAVE LESS THAN 90% RELATIVE COMPACTION OUT TO THE FINISH SURFACE. 1. BASE MATERIALS SHALL CONFORM TO PROVISIONS OF THE GREENBOOK AND CURRENT CITY STANDARDS. b. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 'DEBRIS, TOPSOIL, VEGETATION AND 2.FOR STREET SECTIONS, BASE COURSE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) OR CRUSHED MISCELLANEOUS BASE (CMB) PER OTHER DELETERIOUS MATERIAL. IF THE SLOPE RA110 EXCEEDS 5:1 AND IS GREATER THAN FIVE FEET, THE TERRAIN MUST BE KEYED AND BENCHED SECTIONS 200-2.2 AND 202-2.4 OF THE GREENBOOK. PRINCIPAL AND URBAN ARTERIAL ROADS REQUIRE CAB. INTO EITHER BEDROCK OR NATIVE SOIL, AS DIRECTED BY THE GEOTECHNICAL ENGINEER. c. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO PUBLIC WORKS BY A c. PORTLAND. CONCREThEMENT. ALL PCC USED SHALL BE IN CONFORMANCE TO THE GREENBOOK. REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST FOR CUT AND FILL SLOPES OVER 30 FEET IN VERTICAL HEIGHT. d. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOILS ENGINEER OR GEOLOGIST, WHO SHALL SUBMIT TWO 10. MIX DESIGNS. TEN WORKING DAYS PRIOR TO PAVING, THE PROPOSED MIX DESIGN(S) FROM THE SUPPLYING ASPHALT OR CONCRETE PLANT SETS OF WRITTEN CERTIFICATION THAT ALL FILLS OVER ONE FOOT IN DEPTH HAVE BEEN PROPERLY PLACED. 6 DRAINAGE. SHALL BE SUBMITTED TO. THE CITY FOR REVIEW AND APPROVAL. THE MIX DESIGN(S) SHALL CLEARLY SHOW THAT THE DESIGN MEETS ALL CITY AND GREENBOOK REQUIREMENTS. a. AS APPLICABLE, PROVIDE CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS OR PROVIDE GRADED BERMS ALONG THE TOP OF ALL GRADED SLOPES OVER THREE FEET IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS, TO DIRECT SURFACE RUNOFF AWAY FROM THE 11. STREET SECTIONS. STREET STRUCTURAL SECTIONS SHOWN ON PLANS ARE TENTATIVE (LE., THEY'RE USED FOR BONDING PURPOSES). THE FINAL TOP OF SLOPES. ALL DRAINAGE DEVICES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. STRUCTURAL SECTION REQUIREMENTS SHALL BE DETERMINED BY ADD11IONAL SOIL TESTS, AFTER ROUGH GRADING. THE STRUCTURAL SECTION b. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION AT ALL TIMES. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES DESIGN SHALL BE REVIEWED AND APPROVED BY THE CITY ENGINEER. SAID DESIGN SHALL ADHERE TO THE METHODOLOGY SET FORTH IN SHALL BE PERMITTED. CHAPTER 600 OF CALTRANS HIGHWAY DESIGN MANUAL AND SHALL UTILIZE THE "R" VALUE METHOD (I.E., "R" VALUE TESTS SHALL BE CONDUCTED IN ACCORDANCE WITH CALIFORNIA LEST NO. 301 AND SHALL BE CERTIFIED BY A REGISTERED CIVIL ENGINEER). THE NUMBER AND c. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING CONSTRUCTION/GRADING LOCATIONS OF THESE TESTS SHALL BE SUBJECT TO APPROVAL BY THE CITY ENGINEER. OPERATIONS. d. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADING 12. COMPACTION. PRIOR TO PLACEMENT OF BASE MATERIAL AND AC, COMPACTION REPORTS BY A SOILS ENGINEER, CERTIFYING 95% COMPAC11ON PROJECT. OF SUB-GRADE AND BASE MATERIAL, SHALL BE SUBMITTED TO THE CITY ENGINEER. COMPACTION TEST OBSERVATION OF SUB-GRADE AND BASE e. DRAINAGE EASEMENTS SHALL BE KEPT CLEAR OF ALL OBSTRUCTIONS; NO BUILDING OR WALLS SHALL BE PLACED WITHIN THE LIMITS OF EASEMENTS. GRADE MATERIALS SHALL BE COORDINATED TO INCLUDE THE SOILS ENGINEER AND THE PUBLIC WORKS INSPECTOR. f. THE MINIMUM GRADE FOR CONCRETE SURFACE DRAINAGE FACILITIES SHALL BE A ONE-HALF PERCENT (0.57o). 7.PROPERTY CORNERS. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 13. PAVING INSPEC110NS. CONSTRUCTION/GRADING ACTIVITY, AS DIRECTED BY THE CITY ENGINEER. a.UASE GRADE INSPECTION. ONE INSPECTION AT SUB-GRADE COMPLETION (PRIOR TO PLACEMENT OF BASE) IS REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS. g,ROUGH GRADING INSPECTIONS PRIOR TQ BUILDING PERMIT. INSPECTIONS SHALL BE REQUESTED VIA THE PUBLIC WORKS INSPECTION LINE AT (951) 308-6395. SUBMIT THE FOLLOWING: b.PAVING INSPECTIONS. TWO PAVING INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS: (1) PRIOR TO PAVING, AT BASE GRADE a. TWO SETS OF PAD ELEVATION CERTIFICATION (I.E., ROUGH GRADE) TO INCLUDE A STATEMENT THAT THE PAD ELEVATION COMPLIES WITH THE COMPLETION; AND (2) DURING PLACEMENT OF AC. APPROVED GRADING PLAN. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOPES. c. DRIVEWAYS. ALL ONSITE PRIVATE RESIDENTIAL DRIVEWAYS SHALL COMPLY WITH THE APPROVED PLANS AND CITY STANDARDS, AND SHALL BE b. TWO SETS OF PAD COMPACTION CERTIFICATION (I.E., FINAL GEOTECHNICAL/SOILS REPORT) TO INCLUDE A STATEMENT THAT THE GRADING COMPLIES INSPECTED AND CLEARED BY THE CITY ENGINEER PRIOR TO PAVING. WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 14, UTILITIES,. ALL UNDERGROUND FACILITIES AND LATERALS SHALL BE IN PLACE PRIOR TO PAVING. 9.FINAL INSPECTIQN PRIOR TO OCCUPANCY. REFER TO THE CITY'S ENGINEERING AND CONSTRUCTION MANUAL. 10. POST GRADING ACTIVITIES. POST GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING WHERE APPLICABLE: GROUNDCOVER, AND ENGINEERING STANDARDS. REFER TO CITY STANDARD N0. 407 TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH THE TEMECULA MUNICIPAL CODE PRIOR TO FINAL INSPECTION. SLOPES OVER 15. TRENCHING FOR UTIL111ES. ALL STREET TRENCHES SHALL CONFORM TO CITY FOUR FEET IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. "TRENCH/POTHOLE REPAIR" FOR TRENCH MAINTENANCE AND/OR REPAIRS. IF TRENCHES IN CLOSE PROXIMITY AND PARALLEL TO GUTTER LINES RESULT IN LEAVING PAVEMENT STRIPS IN DISTRESS OR LESS THAN TWO FEET IN WIDTH (BETWEEN THE TRENCH AND GUTTER LINE), SAID 11• . REFER TO SEPARATE NOTES FOR "PAVING," "GENERAL" AND "EROSION AND SEDIMENT CONTROL" REQUIREMENTS. PAVEMENT STRIPS SHALL BE REMOVED AND REPAVED, AT THE DISCRE11ON OF THE CITY ENGINEER. A TACK COAT SHALL BE APPLIED TO EXISTING ASPHALT CONCRETE AND VERTICAL SURFACES TO BE JOINED IN COMPLIANCE WITH THE GREENBOOK. ' y b 16. PARKING LOT GRADE. THE MINIMUM AC OR CONCRETE PAVEMENT GRADE SHALL BE ONE PERCENT (17a). N .0 3 4 BUILD/JVt�'AJ�'D�".4FETY '� UNDERGROUND SERVICE ALERT 701 N. Parkcenter Drive o Santa Ana, CA 92705 p: 714/56018200 REVIEWED FOR COMPLIANCE WITH TAIT f: 714/560/8211 CALL TOLL FREE TITLE 24 DISABLED ACCESSIBILITY ONLY www.tait.com 5.5 1-800-422-4133 Since 1964 Los Angeles Sacramento San Francisco W Ontario San Diego Boise Phoenix Dallas Denver v APPROVED BY• VE E DA a' TWO WORKING DAYS BEFORE YOU DIG z 0 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEALS Designed By Drawn By Checked By Drawing No. i SCALE gRa* SjDNq �, ClTr4?F TEAfhrClIZA DEPARTMENT OF PUBLIC WORKS i MD .,G DWS /o M0 CG RECOMMENDED BY.•C^ DATE. � d Contractor Horizontal �� ® Pans Prepared Under Supervision Of0 ®3 .--N r ® m ACCEPTED BY.• - DATE.• / '� •::.:. `'� N�T � Inspector SEE Tl7LE SHEET ' THOMAS W. GARCIA ac Na.82595 �/ o •••• ~'''4 xp.09/30/2016Date-� * DIRECTOR OF PUBLIC WORKS/CITY ENG/NEER b .IYYLYY _.._ ! ::; FLLi.YEl� PA15-0151 - MEDICAL OFFICE. BUILDING 2Vertical sCIVW� ®�. DAVID W. SLOAN, PE R.C.E. No. 48279 Date Completed -10 �,�p��' °',y iaea: ; - - 7 Sheet 3 of C1CA R.C.E. No. 82595 PM 23551 1 PARCELS 5 AND SITE REMOVALS NOTES OUANTI n1 PROTECT IN PLACE. 17 EA CURB TO BE DEM LI EXISTING TING AC PAVEMENT AND ASSOCIATED SUBBASE MATERIALTO BE DEMOLISHED AND 36,350 SF NNI, EXIs REMOVED. 4 RELOCATE EXISTING MAILBOX. SEE PRECISE GRADING PLANS. 1 EA _777� 5 EXISTING TREE TO BE REMOVED. 13 EA 14 EA 6 EXIS11NG SIGN TO BE REMOVED. 10 EA 7 EXISTING LIGHT TO BE RELOCATED. SEE ELECTRICAL SITE PLAN. ... ....... . ........ 2 EA 8 EXISTING SIGN TO BE RELOCATED. SEE ARCHITICTURAL PLAN. 2,020 SF .......... EXISTING PCC WALK OR RAMP AND ASSOCIATED SUBBASE MATERIAL TO BE ............... DEMOLISHED AND REMOVED. T10N. SEE 4,370 SF ...AVE—... .......... ......... AD: ........ . ...... ...... ...... ... ON, ....... ... .......... .......... EXISTING LANDSCAPING TO BE REMOVED. CAP OFF ALL ASSOCIATED IRRIGA .......... ... ....... ... ........ .......... .......... LANDSCAPING PLANS. ....... ... .......................... 240 LF TING PAVEMENT/SURFACE. ...... @SAWCUT EXIs ....... .... ...... 450 LF .................... 12 EXISTING STORM DRAIN INLETS AND -PIPE TO BE REMOVED. ........... ...... ......... ........ ...................... ....... 12 j, .. ....... ........... ............. ........... TING DECORATIVE PAVEMENT AND ASSOCIATED SUBBASE MATERIAL TO BE 100 SF ... ....... ...... .................... DEMOLISHED AND REMOVED. ................................................ ......................... ...... wo"WAMM � ....... EXIS w .. . ............. ................. ... ......... w N .. ........... ... ....... ............ 50 LF . ......... .............. 5- ...... EXISTING PCC GUTTER AND ASSOCIATED SUBBASE MATERIAL TO BE REMOVED. f 74653'14 w .. ..... .......... . .... 1,160 SF ................ ........ ... G TION TRENCH AND ASSOCIATED MATERIAL. .......... .............. D ........... 15 REMOVE INFILTRA L 33.24' ....... ET . ............. 28'40'06" Mom MOM w R=61.00 Z< 30 03 EXIS11NG LANDSCAPE .. .......... --107*12'31" :z . ...... L=1 14.14' TREE 165.08 4, EASEMENT TO REMAIN TYP. -Z 14 w L-14 50 7 .......... C� .:.:777 77 .00, w CD ff .......... .................... 2 0 X., .................... j w .................. Z 2 X. ... ....... . ..... ... ........ ...... ........ ..... ....... ....... ....... ..... ..... .. .... .... ............. 12 .... ...... .... ....... >. X. L0 :10 5 CN 2 L0 3 El < % 2 Y �'.l w 3 5 10 3 R", :Z .. ..... TYP. ... ........ % C40 ........ 9 10 3 10 5 . ...... ..... ...... ... ... ......... ... ....... ....... ....... ... .......... ................... a 8 10 (D .......... -.0 ... ......... 115 5 ... ......... 0 X .... ...... ....... . ..... ...... ........... 14 CD N 2 % Z .......... .......... t10 T10 ................ 6 5 .... ....... .... . ....... ....... .... ....... ... ..... .... ....... ........ .... ........ ....... ............... i% % 2 ............ ....... 9 ...... .... ...CURB 9 y % 2 :1 ........... 2 11 REMOVE % 5 k, 3 4. 7 3 IM TRE j46i . .... % . ........ ... 2 .......... > ............... �........... ... :% ...... ...... .......... ...... ............... 12 .............. ...... ... ... ......... 2 .............. _1 HEDGEr7-, . .... .. ........... ...... .............. ..... ... . .... ... 5 ....... ...... ......................... ........... ............. :1........... d OR oom 4004 51 17 GRAPHIC SCALE 520.96 mom MONO A slow LEGEND 0 20 40 80 allow OLE ...... WOOD EX. LIGHT,POLE WV SEWER MANHOLE WATER VALVE ( IN FEET) moo* W— WATER LINE *01'0 FIRE HYDRANT 1 inch 20 ft. wow LINE DCDA—DOUBLE CHECK NE LAP*f*fW ---- LIMITS OF DISTURBANCE CATCH BASIN 4% GRATED INLET PROPERTY LINE LANDSCAPE MAINTENANCE nw WM—WATER METER 701 N. Parkcenter Dflve UNDERGROUND SERVICE ALERT AGREEMENT LINE Santa Ana,I CA 92705 :2 CENTERLINE PRINCIPLE DEVICE co p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH FLOWLINE TAIT f: 714/560/8211 CALL TOLL FREE ........ STREET LIGHT TITLE 24 DISABLED ACCESSIBILITY ONLY www.tait.com 1-800-422-4133 SAWCUT LINE Los Angeles Sacramento San Francisco Since 1964 EX. SIGN Ontario Son Diego Boise FIRE DEPT. CONNECTION Phoenix Dallas Denver q) POST INDICATOR VALVE A PPRO VED B &AYE TWO WORKING DA YS BEFORE YOU DIG BA ACCID DA 7E SEAL: Designed By Dra wn By Checked By Drawing No. REIIISIONS BENCH MARK CONS7RUC770N RECORD DA 7E BY SCALE lj�of ES cIrr 4 OA F TA EA WA FC11L 04 DEPARTMENT OF PUBLIC WORKS 0- N 00, M01CG M01CG DWS DA TE-. I %1��, RECOMMENDED BY- CL Controctor Horizontal 431� \ - (6 Plans Prepared Under Supervision Of Y. DA TE- CD-101 C1 rn ACCEPTED B No.82595 m Inspector SEE 77 ME SHEET 7HOMAS W GARCIA xp.09/30/2016 ' Dotelo!16� DIRECTOR OF PUBLIC WORKS C17-Y ENGINEER C� vertical PA1 5-0151 - MEDICAL OFFICE BUILDING 2 DA VID W SL OA N, PE R.C.E No. 48279 CIVI ............. Date Completed Shee of 1j .164% OF C R.C.E. No. 82595 PM 23561-1- PARCELS 6 AND 7 ---__ LINE TABLE LINE TABLE LINE TABLE -____ "`--"•"-- NUMBER BEARING LENGTH NUMBER BEARING LENGTH NUMBER BEARING LENGTH -._.._.. 7_ ...... L1 N20 50 53 E 3.14 L29 N56 33 00 E 18.80 L57 N33 27 OO W 20.29 _._ ---- 4 LZ N33' 2T 00"W 104.71 L30 N56' 33' 00"E 5.00 L58 N40' 45' 17"W 26,54 : I » » N49' 14' 43"E ... 16.28 L31 N33 27 00 W 87.12 L59 15.00 -''.-.:::::--�..,-:.:'.. n .�:.::..,,,_..... ......:............ P " .. . .. ,- --:'::::,,..,..,,::,..... :::::---.. :::..:..........................I—-.... 6 � ! H • f p L60 16HW 0.61 28 4a 63.00 12.5 N40 45 I :: :..:---::: ,............ ZOp 52 . : ::.'............... f ..... ... .. .....,...: ..... f H : ! » ''' ? „ .... 13.98 12.50 ° ., .. e f » e ::.:'•:.<:..:: � '-° -...� , : N 24.62 . 28 - 4 8.00 L62 N33 27 00 W ,:.,i ,:,:,.::,:., .:. .,.., .�...- 44 I Lfi N61 28 22 E 13.98 L3 N33 27 00 W ,.. . :,...,:,... :: �' ,:.. >:.:.. . }. , :: :,::: ............ wr :. �. /n, l*y Y4'.: .:.. .. .. .,n : \yv.:... ... , :i::::i ti ".. • _.. a » 0 a » O 8 • ... 3 �``�. » L63 23 00 : •,::. } :::...:......:.}: ,:: <: :..i p i.: 35 9.56 N40 45 17 W :: v......,. ::.:. . .....� ,..:, 45 00 L 39 30 W / ''� : . N28 N48 ..::.. w .::,.:: ''!w'alpl� 3 :: _. :. .,.. ., :..::. R_ ..... -- ..,. :.. .. .. .... .. . .. .. .. . �_ • y ?? 4 ,....., ••v•.. : cv :,... ........:: :::;:,,.:1 >. }: :... L8 Nfii 28 22 E 13 99 L36 N41 20 30 E 17 6Z L64 N49 14 43 E 15 00 <: 2 3 . :: :. :.. .;:,:..r: ,,: : ' / ---___ }::...:.1 �. "5 : / L9 22 13.99 L37 N48 39 30 W 17.58 L65 N40 45 17 W 83.97 :` :: L10 �. `1. N61 28 E ---.__._'... "; ------•--._..._ , ;. N r :: -- 11' ...., >...._......... L 7 :,.v:i :'.:•: "} ,r.. . -- L66 4 43 E 15.00 --.._. .::..' : L10 6 W 45.00 L38 N41 20 30 E 63.00 N49 1 ..1...- .'...... 8 40 O _;�� ' a «. ,�O , ,.::%, :..... ,... ..: �� w ....:...:,...........:.. :.... I[t 9 ........Y........, }.:: 0 00 ................ ,..... D:< f » 17.30 L67 N4O 45' 17HW 27.00 ..:... ,..... • L11 61 26 26 16.84 L .--- TYP °~ 9 - _... ....... �,, 0 �, .• �o L1 TYP :: : .. L68 4 E 15.00 O : 9 ```�..• }::.:r..:,:'. C1 L12 N33 27 00 W 20.22 L40 N49 14 43 E 1$.20 N49 14 3 : ".,;... :. . . . : 00 ::.. :,,.. C`° TYP. ��'"�"�' ............; .... .. ... ....... L12 :>.............> ti ;,.4< �..-:... 4 ; w`: <<> N56° 33' 00"E 5 . N40' 45' 17HW 1 L69 N40' 45' 17HW 8.16 C5 : ._ 21 0 ...moo--, L13 4 00 L41 1 TYPe C4 L14 33 27 00 17.10 L42 N49 14 43 E 0.50 L70 N56 33 00 E w 66 N W 1 •�,- 1 2 :...:. :: :: . . . «," :.;....:.:.... TYP. a » L43 HE 10.50 L71 N33 27 00 W 15.00 : �. 21 �2 L15 N 56 33 00 E 17.00 N 49 14 43 18 G1ti L25 '• L16 N33° 27' 00"W 105.80 L44 N40' 45' 17"W 8.00 L72 N56' 33' WE 60.00 I . TYP 26' : d- �N N . ! H o D » • f ff :� �, _ -' ��� L17 N56 33 00 E 12.49 L45 N49 14 43 E 12.00 L73 N33 27 00 W 15.00 �r //qq�� //�•� ..................................................•......,................................. ..... I :C :::: :} f » 4' • ;'�` o r:. :.. L75 L24 .,. :_.:, ::.:.:.: :. 12.00 L74 56 33 00 W rn :::<: 12.49 L4fi N49 14 43 E S 0.96 :,} L18 33 00 E 4 ::`... N 56 .::n.::... : : , ... ,, y411 :ti} �' /y�+� .. .. .. J }::... 21 �, ..,.:..>.. };:. �, :; a » CO .:. ,< ; „.. .kV>::,' 129.48 1 k :.,.:;` 90.00 L75 N33 27 00 W . >:. L19 N33 27 00 W 8.00 L47 N40 45 17 W ::,.,,.. TYP d- : . :. :. . : 21 21 L74 ........:........::.........:....................... 22.52' L20 N56' 33' 00"E 12.49 L48 N49° 14' 43HE 11.00 L76 N49' 14' 43"E 0.99 , L14 L21 �� C8 G9.. ��, ' t°. ................... 21 ! H 12 49 L49 N40° 45' 17"W 9.82 L77 N4O' 45' 17"W 26.54 . . "} L73 N 5fi '.:' '.. .:<._ : (�(� �_ 3' 27' 00"W • f H o f H , , N '• L22 N3 8.00 L50 N49 14 43 E 11.00 L78 N49 14 43 E 0.99 1: 4- 9 9 .1 J o o V ° a » • 8 H • 27' OO"W : '• '• L51 N40 45 17 W 44.50 L94 N33 14.00 : : L22 }::: L23 N 56 33 00 E 1 50 .,. ;.:... >::: .,.. .. :................................................. ............................................... ............................... ..................................................: ll < • f H s ! » o f !! ...........1. ......I........................ .... ........ L24 N 33 27 00 W 41.84 L52 N 49 14 43 E 2.16 L95 N33 27 00 W 14.00 : 00 f n • a » • ! » • if) �J 8.{�0 L96 E 1 L53 W 1.99 N56 33 00 41.9 40 45 22 5 N P'RO. � B �� L2 40 06 W N28 �` ` L26 3.5' L26 ' 2T 00"W 100.00 L54 N49' 14' 44"E 6.00 L97 N56' 33' 00"E 23.00 1 N33 1 ��T UIL IN TYP. :: L27 N33' 27' 00"W i 01.28 L55 N40' 45' 16"W 19.00 ...; .* tri a 1 � N 18 TYP. ■ ■ L28 56 33 00 9 00 ! » s f » • L56 E 8 66 N E N49 i 4 43 . . . L27 , . .............................................................. ................................... .... ............. ;. : . . • .'.-:::::.,.., .........;................... .............................. ............................................................................................................... .. :, FF Q , �� 131 • . . � ) , . L94 . ... ■ 7 L34 C45 �, . ! f . : : .� : Nw , :. VO 00 9 00 9 r- J L95 J GT): CV 2` 9 56 O : . V L30 ° N` k: J . , TYP. : TYP. ! ; cri � . . . . 6 L63 � 9' : rein.... A� ...:' .. 'j O. �: l• •` :, CURVE TABLE CUR �. 12' D DELTA LENGTH RADIUS C16 C15 :.:.:::. LENGTH RADIUS CURVE ' CURVE LTA 1 0 ., :. �3 21 21 g .::: J TYP -- _" 54! TYP. TYP. f -� :` ' �"(�'° C1 60 47 15 2.12 2.00 C21 90 00 00 7,85 5,00 8. o f » e ! » .�- L67 ` c� G�� L71 P TYP ® ,: `, ��'� C2 125' 42' 07H 21.94 10.00 C22 90° OO' OOH 7.85 5.00 21 L62 C27 L57 "' O G37 9' :. . C3 94' 46' 20H 4.96 3.00 C23 82' 41' 47H 14.43 10.00 �; �? ;, TYP. . • r,, =� 21 �`' .:...,.... L65 C4 180' 00' OOH a » �-- 12.57 4.00 C24 89 59 58 7.85 5.00 .. �5 8 TYP .. ^� co •• N �' o`o (o C5 ' 00" 12.57 4.00 C25 90' 00' 02H 4.71 3.00 9 :.r:` � "n0 C26 L55 �. 3s L89 21 �, TYP. 180 00 ' : �6, •+gyp. �R, .� TYP. �' ti K `..*. U ��s � N 21 C6 85` 13' 40" 4.46 3.00 C26 89° 59' 59" 1.57 1.00 4: Aa 1 't ti'}, 1a _.---- �'" L53 TYP. �� ` : g t OO' OOH 4.71 3.00 C27 97' 18' 17" 1.70 1.00 • . <: C G ge65 .. , 3 9O' .: ''. 0 21 21 L60 - +, .. �-- : ''.,. . C8 180' 00' 00" 12.57 4.00 C28 172' 41' 43H 4.52 1.50 . :«> 9 12 57 4 00 C29 90 0 01 471 300 .: C19 g' L51 :.:r� N 40°45':x.. W C 0 00' 00" ' p ' " . 21 Q :' ;. . . _:�' .... }::::::.::..,, �: �� ..:,.. ........:,.. 520.96, 18 03 TYP ::. 9 ?;:: 1' a fa o 9 » " . .:. : .�+ C10 4 7 36 4,95 3.00 C30 82 05 46 5.73 4.00 9 3 ' �- r- .� i- Q�..: a n 6> ..... ca N MONO , C11 90' 00 00 4.71 3.00 C31 105 12 30 18.36 10..00 ... L v g' L44, 1 p1.3 © ® "'""" o,atl o �`!P C12 6.12 2.00 C32 90 00 00 4.71 3.00 . 175' 13' 06H » : ..® C13 78° 2T 47H 13 69 10 00 C33 90' OO' OOH :.: ..:.. `41 . ....:.. x,00 ,,,, s•• .,... 179.76 -- RESERO FOR C14 78' 27' 47" 13.69 10.00 C34 90' 00' OO" 4.71 3.00 p-� NTtONaLASEM._..-��T :.. p GRESS C15 180' 00' OOH 12.57 4.00 C35 97° 18' 17" 23.78 14.00 FpR iNGRESS�E <:. < ,\ C16 180' 00' 00" 12,57 4.00 C36 92' 45' 15" 4.74 2.93 G E N D TRIPING NOTES 1 VT� HO ZO /�,L CO VTROL, 0` S' C17 900 00' 00" 4.71 3.00 C37 91' 02' 11» 4.72 2.97 � 1. THE CONSTRUCTION SURVEYOR IS RESPONSIBLE TO REPORT '' 13.67 8.00 C38 90° OO' OOH 18.85 12.00 `�► Q STORM DRAIN MANHOLE .....- EX. LIGHT POLE 21 INSTALL PARKING STALL STRIPING PER SPPWC STD. PLAN 180 0 1280 LF ALL DISCREPANCIES TO THIS OFFICE PRIOR TO C18 97 54 13 SEWER MANHOLE WV WATER VALVE o INSTALL ACCESSIBLE PARKING STALL STRIPING AND PAVEMENT CONSTRUCTION. C19 180' 00' 00" 12.57 4.00 C39 40' 19' 21" 35.19 50.00 111 WATER LINE FIRE HYDRANT SYMBOLS PER SPPWC STD. PLAN 180-0, CBC FIGURE 11B 18C, 1fi SPACES 2. SEE INDIVIDUAL FOUNDATION PLANS FOR ALL BUILDING � S-- SANITARY SEWER LINE DCDA--DOUBLE CHECK AND DETAIL A ON SHEET CS-501 DIMENSIONS. C20 180° 03' 27" 12.57 4.00 C45 180' 00' 00" 12.57 4.00 v SD-- STORM DRAIN LINE DETECTOR ASSEMBLY � INSTALL ACCESSIBILITY SIGNS PER ARCHITECTURAL SIGNING PLANS 10 EA 3. ALL DIMENSIONS ARE SHOWN TO FACE OF CURB UNLESS Z ____________ LIMITS OF DISTURBANCE HANDICAP STALL AND DETAILS B & C ON SHEET CS-501 OTHERWISE NOTED. o0 ----- --- PROPERTY LINE .::. STREET LIGHT o INSTALL CROSSWALK STRIPING PER 2013 CBC SEC. 11B-502.33 AND 350 SF DETAIL D ON SHEET CS-501 _ LANDSCAPE MAINTENANCE , 0fafAr f&g4j +0 AGREEMENT LINE EX. SIGN 13 REINSTALL EXISTING SIGNS PER ARCHITECTURAL SIGNING PLAN AND 1 EA .V DETAIL E ON SHEET CS-501 z --__ CENTERLINE ® GRATED INLET ® PAINT RED FIRE LANE CURBS PER CITY OF TEMECULA FIRE 735 LF ilIL IN �i N® i4FETY ,� FLOWLINE w WM-WATER METER 701 N. Parkcenter Drive o UNDERGROUND SERVICE ALERT DEPARTMENT REQUIREMENTS AND DETAIL K ON SHEET CS-501 o CB CATCH BASIN _ GRAPHIC SCALE Santa Ana, CA 92705 CENTERLINE ® PAINT STOP LEGEND & BAR PER DETAIL F, SHEET ON CS 501 3 EA GI GRATED INLET 0 20 40 80 p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH o RD ROOF DRAIN ® INSTALL STOP SIGN PER DETAILS E, G & H, SHEET ON CS-501 3 EA TAI t: 7141560/8211 v CALL TOLL FREE TG TOP OF GRATE PA PLANTER AREA TITLE 24 DISABLED ACCESSIBILITY ONLY ® PAINT PAVEMENT DIRECTIONAL MARKING PER DETAIL I ON SHEET 7 EA www.tait.com c 1-800-422-4133 SWR SEWER IA INFILTRATION AREA CS-501 Since 1464 Los Angeles Sacramento San Francisco di ( IN FEET) Ontario San Diego Boise o FF FINISHED FLOOR ELEVATION ® PAINT LOADING ZONE STRIPING PER DETAIL J ON SHEET CS-501 1 EA Phoenix Dallas Denver 3 TYP. TYPICAL 1 inch = 20 ft. Q) APPROVED BY TWO WORK/NG DA YS BEFORE YOU DIG browing No. CONSTRUCTION RECORD DATE BY REVISIONS ACC D DATE BENCH MARK SCALE SQL' QRpFESS/py Designed By Drawn By Checked By ",��"'Y` � ,?o ECV DEPARTMENT OF PUBLIC WORKS �CS 12 01 15 DS SITE PLAN REVISION 2 O W , 9l M0 CG MD CG DWS RECOMMENDED BY.• t''_, _ (a- DATE. �2S / rte• co Contractor Horl2ontol �4•,�0 lo�� Plans Prepared Under Supervision Of � �, •(6^ N ft �' ,o �`� %. Cf C S 101 `i. w ACCEPTED BY. �•... DATE. a Z- � ® N®.82595 z m f THOA�AS W. GARC/A c, ���I�'��T�L r������L Inspector SEE TITLE SHEETi' * xp.09/30/201fi - Date 12L18/15 DIRECTOR OF PUBLIC WORKS f CrrY E�fG/NEER Yti' `z t � Vertcol * Y s ••x,A..iz.� PA1 -0151 - E�ICAL OFFICE BUILDING 2 c .fi J'j, CIVIL . DAVID W SLOAN, PE R.C.E. No. 48279 c . Dote Completed h` �' a�� �1 gig . Sheet 5 o f 13 c`a OF ,'� - - t CAS. ,�c,� ��. 82595 P� 23501 1 PARCELS 0 AN D 7 .�. SIGN POST & SIGN PER 4' MIN. 2010 CBC SEC. 11298.4, CONC. WALKWAY, SEE PLANS AND DETAILS 10 AND 11, BUMPER BLOCK, OR THIS SHEET. SEE SITE ADJACENT PARKING. 12" X 18" PLAN FOR LOCATION SEE SITE PLAN REFLECTORIZED SIGN12" X 18" REFLECTORIZED SIGN TYP. 6" WIDE STRIPING --- BLUE (PAINTED WHITE) WITH WHITE , , SIGN TO READ BLUE NEW SIGN TYPICAL ONLY AT Z BLUE BORDER PER 2010 12 X 9" Y "MINIMUM FINE $250" WHITE VAN ACCESSIBLE PARKING z CBC 11298.3 a�aMo �,� " " SPACES. SIGN TO READ "VAN w '-'- 4" MAX. OVERHANG 12 X 6 ACCESSIBLE WITH 1 HIGH , (nMIN. 12" HIGH 'No 12" X 9" � MINIMUM LETTERING PARKING' TEXT (PAINTED �®o "` " WHITE) REFERENCE 2010 4 MAX. OVERHANG CBC SECTION 11298.3 MOUNT PER SIGN AND POST MOUNT TYP. 3'-0" SQ. OF °O DETAIL Z Go ACCESSIBLITY SYMBOL MOUNT PER SIGN PER 2010 CBC SECTION-----\ AND POST MOUNT " " U 11298.4. SEE DETAIL I� EXISTING GROUND DETAIL 4 WIDE STRIPING 36 O.C. 12, THIS SHEET. ¢ LGLNISA IIS a BLUE IN PATH OF TRAVEL. VAN a MATCH BORDER OTHERWISE. *SEE NOTE 4 8'-0" VAN, EXISTING GROUND 0 5'-0" MIN. SEE A' PLANTER OR CONC. WALK 9'-0" MINIMUM SITE PLAN SEE PLANS NOTES: ° 1) ACCESSIBLE SPACE MUST PERMIT USE OF EITHER OF CAR DOORS. J ONC. CURB 2) BUMPER REQUIRED WHEN NO CURB OR BARRIER IS PROVIDED WHICH WILL J PREVENT ENCROACHMENTOF CAR6"� BLUE S OVER WALKWAYS. 3) WHEEL CHAIR USERS MUST NOT BE FORCED TO GO BEHIND PARKED CARS STRIPE BORDER FOR ® 4" WHITE STENCILED LEITER OTHER THAN THEIR OWN. PATH OF TRAVEL Z 25-FT. INTERVALS TWO COATS 4) DESIGNATED VAN SPACES SHALL HAVE "VAN" PAINTED IN 1' MIN. .a WHITE OR YELLOW PER x (ON FACE AND TOP OF CURB) W LETTERING PLAN OTHERWISE c� ° Q ACCESSIBLE PARKING A SIGN ACCESSIBLE PARKING PARKING SIGN B VAN ACCESSIBLE P LOADING ZONE STRIPINGN.T.S. C N.T.S. N.T.S. SIGNAGE OTHER THAN EDGE OF CROSSWALK OR INTERSECTING TRAVEL 30 ACCESSIBLE o PED XING, STOP, ETC. p URB PAINTED RED TWO COAT MIN. NOTE: NOTE: MIN. HEIGHT 1. ALL STRIPING SHALL BE APPLIED PER SPECIFICATIONS 2 COAT MIN. o OF BOTTOM EDGE OF 2. NEW AC SHALL BE COOL AND CURED PRIOR TO APPLICATION OF STRIPING. AVING PER PLANS LOWEST SIGN SHALL STOP LINE 12 3. ANY EX. MARKINGS SHALL BE ABRASIVELY REMOVED PRIOR TO °� GALVANIZED SQUARE TUBE WITH NOBE MIN. 7'-0" INSTALLATION OF NEW STRIPING. HOLES—,,—,,z ABOVE FINISHED PAINT TO MATCH LIGHT POLES � SURFACE - REFLECTORIZED SIGN WITH �I WHITE LEGEND RED BACKGROUND CROSSWALK STRIPING- SEE BREAK AWAY TUBE 1'-4" 1'-4" 1'-4" R1 -1 D NTS 1'-4" RED CURB DETAIL DETAIL HEREON STOP SIGN (TYP.) 30"X,30 K STO SLOPE TOP 4000 P.S.I. TYPE II 1 -4 " P" SIGN N.T.S. OF CONCRETE PCC 0.50 MAX. W/C 36"x36" AT HIGHWAY/ G N.Y.S. GROUND SURFACE CONCRETE BASE STREET INTERSECTIONS ° 30"x30" WITHIN 5/16" GR. 5 SIGN POST PARKING LOT FLANGED BOLT .•F• eN EDGE OF �•: �• ""'— SERR'ATED 5 GC TO DRILL HOLES AS TRAVEL WAY 4,-0„ FLANGED NUT O REQUIRED 12"0 1--u 0 SINGLE POST GROUND SURFACE 12 _ N.T.S. i0 PLAN VIEW NOTES: PARTIAL ELEVATION 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL u DARE TUBE BREAK AWAY POST H HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL N.T.S. M CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. GALVANIZED SQUARE TUBE NOTES: z 1. WORDS AND ARROWS SHALL BE APPLIED IN POST TUBES - 2"x2%3/16" 14ga CL POST TUBE SHALL MEET ASTM A1011 GRADE 50. ACCORDANCE WITH SECTION 38.20 OF THE "'� POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES o' n FOR STREETS AND HIGHWAYS. 0- f 9 f� ANCHOR TUBE - 2-1/4"x2-1/4%3/16" 14go STROKE WIDTH 4 4 4 O HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. 4 TYP. 2. THESE WARDS AND ARROWS ARE TO BE PAINTED � � , STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. RETROREFLECTIVE WHITE. f� �? STRUCTURAL TUBE ANDS SEE PLAN THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". 3. OPEN ARROWS SHALL CONSIST OFA 4" PERIMETER STRIPE. q-j' ° THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. NOTE: 1. WORDS AND LINES SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 3B.16 7'-�" PER PLAN SIGN MOUNTING AND BASE WITHOUT BOLLARD AND 38.20 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR (USE WHERE SIGN IS WITHIN CURBED ISLAND STREETS AND HIGHWAYS. TRAFFIC WHITE N.T.S. REFLECTIVE PAINT 2. THESE WORDS AND BAR ARE TO BE PAINTED RETRO-REFLECTIVE WHITE. NOTES: »� S0- P � ITGNAGE AND MARKINc1. PAINTED RETROREFLECTIVE WHITE. I- cco N.T.S. 2. PAINT TWO (2) COATS MINIMUM. LET DRY , I BETWEEN COATS. N ~I I I LOADING AREA STRIPING 51 N.T.S. b fffllLA00V,a4NA 9 4 UNDERGROUND SERVICE ALERT 701 N. Parkcenter Drive o Santa Ana, CA 92705 v o TAIT p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH t: 714/560/8211 c� CALL TOLL FREE TITLE 24 DISABLED ACCESSIBILITY ONLY 1-800-422-4133 ARROW MARKINGS www.tait.com z 1 Since 1964 Los Angeles Sacramento San Francisco N.T.S. Ontario San Diego Boise f Phoenix Dallas ' Denver J' F3 APPROVED BY.. TWO WORKING DA YS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL. Designed By Drawn By Checked ByDrawing No. SCALE QRpF'ESSIpN9 t o C`TY 40F AeAfh!cLLA DEPARTMENT OF PUBLIC WORKS ' M01 MD CG DWS RECOMMENDED BY DATE. Contractor Horizontal .,®® !o�? Plons Prepared Under Supervision Of T �'N ca x ACCEPTED 8Y.` �...►"' DA TE.- ° oSr.0C V E o, Inspector OWVA9AVEZ4f�p SEE TITLE SHEET a No.82595 m oy AS W. GARCIA Q * xp.09/30/2016 Date :. _ o, DIRECTOR OF PUBLIC WORKS/CITY ENGINEER �•"� z1 „j t Y.•:• Y.:..Y.� PA1 5-0151 - MEDICAL OFFICE BUILDING 2 Vertical •.ct :t •zi�i:�•;•x'� C Y• `��' rg CIVtl. �`t' DAVID W.'SLOAN, PE R.C.E. No. 48279 'o Date Completed g. 9 of CAL`To 6 AND 7 _ , R.C.E. No. 82595 PM 21 PARCELS Sheet 6 of 13 4 � .. ........ GRADING CONSTRUCTION NOTES OUANITITY .......... ........... .............. ............ %.... . ..... ........ ................ n -INCH CURB PER CITY OF TEMECULA DPW STD. NO. 204A. 849 LF 31 CONSTRUCT 6 ....... ....... ...... ...... ...... .. ....... .... .... ...... ...... ................ ........ ...... ...... MA- .. ......... .... __77777 ... 347 LF Q2)CONSTRUCT 6-INCH CURB WITH 12n LANDSCAPING STEPOFF PER CITY OF TEMECULA ..... ....................... ........ ...... .... ...... ...... ....... . ........ ...... X ............ DPW STD. NO. 204A & DETAIL B ON SHEET CG-501. A2 2 .... ......... ............ -INCH CURB AND GUTTER NTH 12" LANDSCAPING STEPOFF PER CITY CONSTRUCT 6 .... .. ...... (gCONSTRUCT 6-INCH CURB AND GUTTER PER CITY OF TEMECULA DPW STD. NO. 200. 982 L ....... ....... ........ .... ... ..... W 2 LF W ...... ....... .......... ........ OF TEMECULA DPW STD. NO. 200 & DETAIL B ON SHEET CG-101. ... ....... w ...... A. .............................. ....... ................. .......... ................ ........... ........ .... % w ...... ........ z z N -INCH CURB AND GUTTER PER CITY OF TEMECULA DPW STD. NO. 200 215 LF . .............. ... % %:w . ..... 35 CONSTRUCT 6 ............................ N MODIFIED TO 2% SLOPE, NTH 2' OPENINGS AT 9' O.C. ...... ... ....... 40 06 .... ...... + ........... .......A- w ....... ...... ....... ...... % ............. ............ .......... 1046.35FG ........ ..... .... w .2 ........... ....... ............ �,...........n.,X,...__ 84 LF .............. ......... ............ -INCH CURB PER CITY OF TEMECULA DPW STD. NO. 204B. ................... .......... ......... ...... (g CONSTRUCT 0 .................. z w ....... ......... ............ ........ ... ...... ....... .................. -501 26,115 SF z % z "1046.31, G 37 CONSTRUCT STANDARD DUTY PAVEMENT SECTION PER DETAIL G ON SHEET CG --mom w ...... ....... .......... ..... 1046.5FG N 28'40'06..", w ............ 'F ........... ............................ .......... ....... ...... ....... 38 CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN 111-5 CASE A, TYPE 1. 1 EA 165. % .......... ............ SEEDETA ............... IL CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN 111-5 CASE D, TYPE 1. 1 EA NAWAMOMMAW"Al. ..... .... 1046,23 ,7 C> 1046.20FL CONSTRUCT ACCESSIBLE RAMP PER SPPWC STD. PLAN 111-5 CASE B, TYPE 1. 2 EA .. ..... 10 46.87FG "k -.4 .. .. .. ..... 0 7 �ON -SHEN T CG-501 4.2 .......... 168 SF C-4 41 CONSTRUCT TRUNCATED DOMES PER DETAIL ON SPPWC STD. PLAN 111. "i: A I U4 O7rQ PA HP1047 RIDGE- 1046.76FL 1046.72FL 4io, V 1 D46.81 TC .5 /V LIMITS 0�-,.i 42 INSTALL WHEELSTOP PER DETAIL A ON SHEET CG-501. 23 EA LP % w 1046.1 OTG 1046.40FG ------/1 1046.31 FL C) U 71.1 DISTURBANd 5,150 SF VO 1047.02 0. 43 CONSTRUCT 4-INCH PCC WALK. . ......... r 44 INSTALL EXISTING RELOCATED LIGHT PER ELECTRICAL PLAN. 15 EA w ...... w .... ..... ...... .. j 2TC ...................... 1047.24TC 104717TC 1047, .0% 1� . _ 11��.. PA 1046.52 P1 V 7, A 1,550 SF b 6.14FL TA 104 1046.74FL b 7FL 2. 45 4-INCH PCC WALK, PLANTERS, & BENCHES PER LANDSCAPE PLANS. 7.1 0-1* 1046.62FL 1047:1 it; FG tz ......... 10 ............ < 11-0 :1047.08TC .......................... `t4 I U 1 046.5,8FL ......... ....... ... 1047. SD -4 A 46 PROPOSED DRAINAGE STRUCTURE. SEE SHEET CK-101. N/A 14TC 104� 1 U4b.Z9IL IV. ;.,,v 4, ., . 46 _HP 1W. 9T TING MAIL BOXES PER MANUFACTURER'S RECOMENDATIONS 1046.88 046.92FS 1046.64FL , :�;:* @ RE-INSTALL EXIs 1 EA n 7 . 'M.'. 1 @ NOT USED. N/A 046.38F 1046.79FS 104 1 t7 ....... S,i'.� %. 6.89 0 PA 28TC 11�11 X 1046.8 f 1047. D cc) -3. - 78FL ...... 1 EA 4� 6 CONNECT TO EXIS11NG CURB DRAIN PER SPPWC STD. 150 10, ........... > 3 I -N. 0') .158TC (047 9TC ....... UTY AC PAVEMENT SECTION PER DETAIL H ON SHEET CG-501 17,700 SF .............. 12J58 SF ...... -.29FL C 1047.86TC .......A Q4 J@w I 046.88FL 1047.83TC 1047.36FS -INCH CONCRETE SLAB FOR BIKE LOCKER. ....... 1047 1047.66FS . . ........ ....... c4i, 00 CONSTRUCT 6 104 8.16TC ............. ...... NT (7" THICK) PER DETAIL I ON SHEET CG-501. 400 SF 1047.33FS PA IDGE S n X... Z, V4....... X z %..... U4 -T 7 87TC 04 1 47.83TC -I.J 31 1 1047.97T 7.87TC 3 1047.33FS ....................... 1047.47FS -S 7F 1047.3 1047.3 fc ................ 0 1048.16 7FS 1047.37FS ____4 0 k." xr. D U SD SD D , 1047.66FS 31 Ei� ' '...,NG MOB I .................. ,SD �O 00 1 Q45,Q6E PA 1 04.1--..,��"%,."*%......."...;��18 F F 1-046,881-CL.- PA ll 046.38-FL-11 1047.71 TC ............ ............................................. ........................ ...... 1047.42F S D ........... 1047.92'TC 1047.21 FL 11.2% 1047.61 TC 1047.11 FS 7TC ;> �4; i 1047�O 1041 1047.57TC .................. ............. '48.07 1046.35FE P 7 1047,07FL TC 1046�57FL A j j 1047:12TC 11 047.35TC 1:047.57FS SEE DETAIL D ON TC ........... 1047.08 1 046.85FL PA 1046.58FL SEE DETAIL "C" ON 1046 86TC R, 1047.23IQ 1046: PA PA L &101 -501 0 .047.57FS . SHEETCG A 16�r 10�-xii",$W M _4 ...... Awl& aft rm \1 046.29TG Mr 'wb 4- ROGE-�4 1046.94FL 6L36FL : 0.6% SHEET CG-501 FiL 404,7444TC ........., 1! 1104 ......... 1046.33 r : 0 .1046.95FL, ....................... PROPW D M00" B 11 1047.00FL ....... 1047.93 1 G 0.5% "J.1 1047.55TCJ LA_ C) On CF nnr 1047.05FL M Q�__j 04 M"TORY wElUILDIN " HP (C'N' '8 LO RD TC, %! ......................................... c6 r.,: r-, co r-- 1047.30 1047.24FS IDGE- 114- 1 S m F m 1 QAQ617 3 HP 9 %) i�g C) 1046.80F'. A� 1 046.78T( C> r X: ........... -G 1047.93T; 4 . ........ z 6.28FL w��v,,i�k"W.�nx,,OF U_ ................ . 1048.07TC .......... 1048 113 F F 0 z % Oslo= ............. VON . ........ C 3 PA 0.5% 047.57FS r-QD ;kx:x,�il�z; 3 M .......... "it 6� 1048.11 T ... C) .......... 047.22TC P G46.73TC 7.2,2TC ..... 101"001- 1047.61 F :1046.9 1047m60PAwU0` 1�6TC ........ ...... A 1046.46FL 10A PA 1046.23 :1 046.72FL 31 ........... FL 1048.07TC 2- 1046.15 PA :1 047.57FS SEE DETAIL "E" ON SH 43% EET CG �501 U) 7FS TC :1047.39 J-9,47.5 PA 1047. PA ou ................. .59 . -... 1-1 i k.%, k-C��kzk-si.;Q ....... : ...1-........... ls�,%, .1�,.Wll-` i6orro ii� iii: i,�,:� 1%.,_ %1�111`1 i 1 046.89FL 1048.11 TC j M=:61 11047 1' i1047 nA8 ........ .......... .............. : - 11% 09TC .61FS 047 S3�' T�0\� A i�% 3 5TCI� % ........ Ile % .......... 97' % 10 5TC 1047.55TC ........./1047 ..... 47.4 ......................................... 1046.95FL .38TC 47. T N-* 'Mi%1) -1� FSL 05FS 10 FS . .... 1047. .1-1..-.-,-.,-,�...�L-I.- 7 1046.88FL 1047.5 A F -A -N 1048.00TC 1047.87TC 11 048.07TC U V tR8 DRAIN 46 PA L -1-4< L ............ 5TC C 047.5OFS -37FS 1047 MI "ATM HP 2 -------------- 1048.00 rC c,� =1...........___ LIMITS OF 48.12TC p 1048.1 OTC 31 ;% 1047.60FS F 1047.62F 1047.50 H 31 4 ............. DISTURBANCE 104 .5 1 U SEE DETAIL 1047. 4 ........... 1047.97TC 1047.43FS % 1047.22FS "F" ON ON -Q4_T.@8TC -1 047.86T SHEET 3 1 104 7.47FS 1047 97TC PA . ........... 1047.36FS % % ... 1048.3 1 S 1047� ....... %: 8FS A I ...... CG-501 i'T 0 1`0 48.0 TC-i I 3 1,Ti--ill� �1�11.� ISL3A.- ilk A:: �14 T�' �N`l 1 14 7.20TC HP 1047.801 - S� .......... _1.04630F X I U4 ?Jzt Z� PAI 1048.32T, 0 TC 1048.20 10,4741, 13C,-- % ... AX 4 .31175 1 ........ W - 1 U4 7.84TC . 4FS .................-..... 1047.7 FS ....... ..... ........ 10 4 61.2 7RC, ....... :1047.91 1 1 46.38 C .......... 1045;77FS ........ 1047.88TC 1047.34FS _O� 1\13 I i� % ...... ............ ...... '08TC 10 5.88 PA Ci"W'", 104 1047. 1 _7.38FS t 1048.12TC ... 4'Wi .. ....... ................ ....... N 1047.62FS 3 1047.56TC 47.34TC 3 ........ ........ 1.1% TC .......... ....... 0 '76 ....... ........ 1046� 'hwiwv % 1047.06F 1046.84FS ...... ............. .......... 1047.43TC ZA 1.046. ............. ................... AuNz) VA S,%, 0 1046.96TC 0 474 ................... ............ /1046.93FL A 1046.46FL i� 0.4% `81 TC 1046. A K.,� ix K" `3 . ..... --O.Q1 -045. MOB .......... 3 ............ 1047.31 TC 104 80TC F A sow ..................... .0 ... ...... .............. woo 1046.81 FL 1 047.�OFL __11 1047 1046.99TC ............ 01 -4, 0) loop HP ........ MONO 047.03t. % ..................................................... %. .. *am* i 0 5% 1 PA 1046.49FL 1046.27T PA 1 046.53FL domw ....... ....... x PA MONO 1% 40*45 17..;;.�� 1047.2 ........... ........... ............ r id 1046.73FL Fop, SNOW 5'20-96' F 4000 ..................... L EA GSIS SEM 1047.39TC /E- FOP, I HP ......................... ...... ..... vAh ......... 1046.89FL :'M .................. 121 LEGEND LEGEND 8 _�j fly) FH FIRE HYDRANT FF FINISHED FLOOR ELEVATION --------------- ------------- LE EX. LIGHT POLE BIN BACK OF WALK TYP. TYPICAL SEWER MANHOLE WATER VALVE CURB DRAIN W- WATER LINE CO CLEANOUT RNIA WATER DISTRICT ------- .. .... ------ FIRE HYDRANT S- SANITARY SEWER LINE DCDA-DOUBLE CHECK SD STORM DRAIN EMWD EASTERN MUNICIPAL WATER DISTRICT SD- STORM DRAIN LINE HP HIGH POINT MODULAR WETLANDS STORM WATER --- LIMITS OF DISTURBANCE CENTERLINE MW TREATMENT UNIT P.0.C. POINT OF CONNECTION PROPERTY LINE RD ROOF DRAIN C3 CATCH BASIN CS PRINCIPLE DEVICE LANDSCAPE MAINTENANCE 13 GRATED INLET DB DETENTION BASIN AGREEMENT LINE (XXXX.�Xp��EXISTING ELEVATION H WM-WATER METER FDC FIRE DEPT. CONNECTION UNDERGROUND SERVICE ALERT CENTERLINE CB CATCH BASIN _XXXX.XXFL PROPOSED ELEVATION 701 N. Parkcenter Ddve C= FLOWLINE GI GRATED INLET PIV POST INDICATOR VALVE HANDICAP STALL GRAPHIC SCALE Santa Ana, CA 92705 X-X% DRAINAGE SLOPE GB GRADE BREAK New 0 20 40 80 p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE SEWER CLEANOUT PRINCIPLE DEVICE I I I I I TAIT f: 714/560/8211 TITLE 24 DISABLED ACCESSIBILITY ONLY 1-800-422-4135 AC ASPHALT PAVEMENT -0- FIRE DEPT. CONNECTION Www.tait.com STREET LIGHT Los Angeles Sacramento San Francisco C.F. CURB FACE IA INFILTRATION AREA .......... Since 1964 9 POST INDICATOR VALVE Ontario San Diego Boise ( IN FEET) Phoenix Dallas Denver MH MANHOLE TG TOP OF GRATE EX. SIGN 1 inch 20 ft. INV INVERT SWR SEWER APPROVED B TWO WORKING DA YS BEFORE YOU DIG WA IF CONSTRUCTION RECORD DA 7E BY REVISIONS ACCD DA IF BENCH YA RK SEAL: ............ Designed By Dro wn By Checked Dra wing No. 1�': DIV ................... SCALE �:ESS, CITY 4 OF Jrh ArASC(A" DEPARTMENT OF PUBLIC WORKS M01CG M01CG DWS y DATET- bl&& 12/01/15 D S SITE PLAN REVISION Z RECOMMENDED 8 21 fa Contractor <11 6 DS SD AND BMP No. 1 REVISION2K (:;;4 Horizontal 01-1 Plans Prepared Under Supervision Of Nr '7 a Inspector C1 No.82595 = 9 ACCEPTED BY- DA TE-r0eej4& CG-1 01 SEE 777LE SHEET xp.09/30/201L- DataM411-4 THdMAS W GARCIA DIRECTOR OF PUBLIC WORKS C17-Y ENGINEER Vertical T, DA VID W SL OA N, PE PA15-0151 MEDICAL OFFICE BUILDING 2 2PLF T7! Date Completed C V1 R.C.E No. 48279 or Sheet 7 of 1J cS R.C.E No. 82595 PM 23561-1- PARCELS 6 AND 7 20' LANDSCAPE 11111, I I MAINTENANCE AGREEMENT I " 18' , 20' 1 R 11N 11' 6 12" 2 AC WEARING COURSE PARKING STALL ! SETBACK F STALL WIDTH PER PLAN (C2-PG 70-10) At' PAV'M,. T t 5.5 5 s 9$ e I MADISON AVE. 6" 7 • O HOLE 4 o HOLE CURB OR EDGE OF �- o. L2-, TYP 21 1. :. <.:. .: .� x .: "* TQ EMAI DEFINED PARKING " :' EJ T uT R ..... ... v....v.: SPACE AS PER PLAN " 2 AC BASE COURSE ..- .:v.... \...,.v,... .....4 :....v CURS._ ". PROP. 1 B2-PG 70-10 : PER CITY OF TEMECULA { ) D LANDSCAPING . .. . AC PAVING, BASE, AN LANDSCAPE N ......_ DPW STD. N0. 204A :...... [�/ ,.:. SUBGRADE SHALL BE •'� , :: R '` : :"': :.:' w , STEP-OFF 8" AGGREGATE BASE "` PER GEQ-TECHNICAL VINLET P{PE TO REMAiN a CLASS II OR APPROVED REPORTUNDER RQUND 2" COVER v e---------;-- TYP. EQUAL1.�4RECOMMENDATIONS DETENTION BASIN _J SECTION A- ANTS R> E- 1-'2" 1' 1'-8" 1' 1'-2" '- "' , ---COMPACT TOP 12" OF EXIST. zt w ® LANDSCAPE 12 ;. < z AC PAVEMENT SUBGRAD W W -�-- STANDARD DUTY AC PAVING CL ® _�`-" G NTS ' VARIES o 25 LANDSCAPE MAINTENANCE AGREEMENT " T .x z ® „ 6 CURB & GUTTER 25' - A- 12' " a � w W PROP. 12 PCC SETBACK SANBORN AVE. 4 �, �, -� PER CITY OF TEMECULA (. , I i l J LANDSCAPING DPW STD. NO. 200, W=18" f3' f3' � X. HEDGE ; I STEP-OFF ?, TO REMAIN EX. SIDE I r TO REMAIN P I .• „. e % • p. •• \. e. I �� f �.O .... ,, F \' \. h. h h 7 u.... ......... ..... d "t S JO{N EX. ; y.. .. ... ,\ 5:.v . •. ,w •. 2" AC WEARING COURSE AC PAVEMENT #3 BARS C2-PG 70-10 LANDSCAPE { ) CURB & GUTTER 3" 9' #4 ANCHOR BAR 12 STEP - OFF DETAIL- 11'�.......��.I.-I'll.11-111%..,...."..'�".."�,�'.11".".I..........'.1............11................. I 118" MIN. EPDXY IN CENTER BSECTION B - B- NTS 2" AC BASE COURSE 1 N NTS sECTIaN -� (B2-PG 70-10) . :: AC PAVING, BASE, AND NTS --....... .... SUBGRADE SHALL BE --___ 10" AGGREGATE BASE PER GEO-TECHNICAL 1046.58FS �_ 6.75' 1046. 95 FS CLASS N OR APPROVED REPORT Iml _::<ti RECOMMENDATIONS <:. .. EQUAL RECAST CON CRETE �N EEL STOP CSC INSTALLATIONI..;,:�.."""::�!i�!::,�,,�,,-,,",:,!�,'.�'.�', , to 1047.00TC 3' S' 24' S' ( f T�.; A 1 :: NTS 2:1 MAX SIDEWALK DRIVE AISLE h % `1 COMPACT TOP 12" OF EXIST. PAV- T 1047.04TC ...5 1 ...,, ky :::::..:. :...,; `` SUBGRADE VARIES VARIES 1046.54FS .._.---- ,..,. --------._ 0"CF 0"CF R rhs• rte; 1. 1046.54FL 1046.51 FL '�" GUTTER PAN AP : . ;:: ..:. H A CURB & GUTTER R : I .:.....................:...................:....................::...... NI,ES5 THAN 5% 8 I «. ::.......:........:..... NTS CURB & GUTTER I .- AC-PAVEMENT CU RB & GUTTER : AC PAVEMENT i. ::::.. :.,.... »> ... I. .. 1047.61 FS 1047.37FS1047.57FS 11"............ O" CF ....,.. ... ...........:.... ..........,. .............:.:...._... ..... ....................... .. _ % % 1. I1. SECTIOIN t-110104Z.88TC 1047.38FS `1047.38FS �r, o0 - C C - 1`047.45TC `'1..0% 1 1.1 IA'.... 1047.88TC 7.6% " •' -'..�. .� `',. 104 .95FL., "'�'�'„ ``I 11 `' '"� 10 .38FS..::..: 0 CF /0' CF 1047.38FL NTs '.. 1047.37FS 1047.57FS 1047.53TC 1047.00FL I 0" CF :.... :.,::,6"; .... ,. " 1. ,� 1047.03FL 0 CF I<. 00I. .::'.':' :::.; > > I:: :: • I PA " 1047.98FS 1047.98TC 1047.98FS 7 PCC 1047.48FS 10 .48FS ................................... ::::. 560-C-3250 ' w: , 25 LANDSCAPE MAINTENANCE ..... ... .8..... 4 8' h PCC PAVING AND 25' R/W 12' D A PATH O TRAVEL DETAIL- \ SUBGRADE SHALL BE I SETBACK ( ,;::::'::CCOMPACT 12" OF :'. ..:',..%. ''...,:...':;..:: PER GEO-TECHNICAL • 0.5-1.12 :` I SCALE: 1"=10' AILBOX PATH DETAIL- EXIST. SUBGRADE1.% REPORT I -�I - TO REMAINDRECOMMENDATIONS AC PAVEMENT . 11 SCALE: 1"=10° EX. SIDEWALK :s .,, �., ,�, �„ 1. l n h M. .11 ': t• :'t''..t:. .. .....:v......... :, . :t l .... . :':. :' CURB & GUTTER IN X. p i > .:...\h::.:...... :: _' ........... .. :' . . ...:.: : ;} I TO REMAIN 1047.97FS 1047.85TC Q : : 1047.35FS 1047.84TC 4= 1047.34FS % 1 Cl •7.92FS L,..0.,,.) 1PA7.84FS ::, "..-.,,.. ---_e �::. . � . oLO - a 1 fl47 8 F '..' :"'.%.'.'.........�. ", ..� �.'. _ - D ,D - -_b9l � . if n 1. / : EAVY DUTY PCC PAVING SECTION ®�' -g {107.56TC.) I NTS NTS aor- 00 1044.36TC 1047.87TC 7.4% 6.7% `- 1 Q47.77TC w r,; ._ {1047:1''2FS) - ••�-- 1047.27FS " «s : 1043.$6FL :.... % 1047 2QFS 104ge941 C %1. .7% �. ......e...r..�. 1047.8. r d, c� o�, r 1047.75TC _ __-- -- 1044.50TC % ,` R cn +. �, l .� p--_10712. PRP �' 1047.1 <? : € --�.. N' .. rn o i 1047.2 FS > to ` c----� 1047.55TC 4=. ® - ` : - 1043?1 FL - R ,., 1 1.:: :�o N . . 8 DJACENT PROPERTY � : t r: ca .rte v r o 6 1047:t�SFS SIDEWALK >. ,�- 84Q... r.,r.. �- t. R 1. :: ... ::: : 1' BENCH :>.: tet-tet- o :'.':•1 C?44.52T `>... DRIVE AISLE PARKING STALL 7 CUR I t : o o ca l .d- - 1047.62TC ``� . 0 : '; o 0 1044.02FL 1 , 1047 '2 S 7 4 7 `::i 1045.02TC F ~�� ,' JOIN EX. r M I t>>` :. Y 1 Z. _1 :. 2 . .:; • :. . . . OUTLET PIPE INLET PIPE S �::.v a.� VA .3..:::>:: :::::..:::.:.;.>.:.:....:.. t R. y • O'er.. .:.;:, a::....+:.,:.:.:.:::.::••......z::::...,. • , r r, 1045:1.. TC , �z r,., ....... tih h 1046% .901`S : 10 TC - ... {. _4 ). : r r. : 1 47._03 5 ' : 7;0 k� :: . Q .. . F 104 FS . . t . .. t ....... .. " 4 TI FL ,.", :: ,.,..., M .. � :: .4 1 �i : ,.. .. .:. 1. :11 : .:......... ......... .... 6 11-_ '. �...... r :::<. :.. .. -.�.. r :.: :: ..., : _ f a ................ .......... --- ':: .. .. ,.::: :i'.:,::. .. '11 , .. 9 8 54 92t - ,' ,;. CURB & GUTTER ......... ...........:..................:........ :.............. :.: . `:::::::::::::::: ......... ... , ROUNDV .� ______.____.___.�.. 2% MAX i 1:047.21 FS 104fi.94FS DETENTION BASIN TO REMAIN �o ALL DIRECTIONS ; to I ALL DIRECTIONS ~o I SECTI O� E- E N CURB RAMP DETAIL- CURB RASP DETAIL WS DETAIL NTS _ I .I I E SCALE: 1"=10' F SCALE: 1"=10' J SCALE: 1"=10' 00 �~. LAqf6fAFf4ffAjf6j ,W- o. •c_ b 0111AZAPIN4614*0 SA04JFJFTY ca UNDERGROUND SERVICE ALERT 701 N. Parkcenter Drive o o Santa Ana, CA 92705 Cj CALL TOLL FREE TAIT p•7 4/560i821o0 REVIEWED FOR COMPLIANCE WITH -04v 1-800-4�'2- I33 www.tait.com TITLE 24 DISABLED ACCESSIBILITY ON J,Y � Since 1964 Los Angeles Sacramento San Francisco Ontario San Diego Boise o � orPhoenix Dallas Denver l,,,a"'' 97 1� 2 TWO WORKING DAYS BEFORE YOU DIG APPROI/ED BY' E-: � a CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawn No. l SCALE ®pR4EESS/p q M CITY QF TArFhrC1ILAi DEPARTMENT OF PUBLIC WORKS -_- Contractor 12 01 15 OS SITE PLAN REVISION 4�' O W e S !F MD CG DCG DWS � .� RECOMMENDED BY DATE. S` 04/27/16 DS SD AND BMP No. 1 REVISION sj Hor,2anta� .y`• �p ? Plons Prepared Under Supervision Of T j'� ®o W v Z m ACCEPTED BY: 442 --.: DATE.• d fGs °g..:::. �'U "�1J o,. Z!L �, Inspector SEE 77TLE SHEET o: N®.82595ECTIl?/1 ►'d�'D,ETAlL�►' * xp.09/30/2016 Date THOMAS W. GARCIA % * DIRECTOR OF PUBLIC WORKS S CITY ENGINEER to � Y.W t�Y.1�Y� ,� Date Completed Vertical s,, cr IL `�. DA1/�D W. sLOAN, PE ;,. AY'�A PA15-0151 - MEDICAL' OFFICE BUILDING' 2 c p q y �a`, R.C.E. No. 48279 r .0 3 CAL 0 R.C.E. No. f l �• PM2' 3561-1- Sheet of -` �° 6F �F s2�95 ,:.•,• PARCELS 6 AND 7 s 13 �•' .... .... ...... ....... ......... ...... ..... ...... OUAN .... .. STORM DRAIN NOTES ,Pat", ................. .......... .......... .............. -501. 410 LF L @INSTALL 6" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK W 5 LF "S0N---AV1=.... ....... ......... . ..... MA, ....... _n Ul .... ... -501. ....... ......... 62 INSTALL 8" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK ...... ....... ........ ..................... ...... ....... ........ ....... 11111101-0 80-10 63 CONSTRUCT STORM DRAIN MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH 251. 2 EA o4 40.16INV ......... ...... 2 .... ...... -104 ...... ...... ...... 5. ....... 4" 0. 61N ... ... ...... 64 CONSTRUCT STORM DRAIN CLEANOUT PER RCFC & WCD STANDARDS. 4 EA 4 5TG), ....... ...... W ...... 'IN ........ ...................... (104 .2.5 ...... ..........%........... .................... W ... ..... V) . ...... ........... n65 CONSTRUCT JENSEN 24" X 24" DROP INLET WITH KRISTAR FLOGARD PLUS FILTER INSERT, 8 EA W .......... ....... ...... ....... .......... 1' 43.48RIM ........... .............. W .... ...... ....... x -501 FOR DETAILS. -24F8 ... .............. ......... .......... ............ .......... .......... W ....... 1039 981NV . ...... ....... ........ CONNECT TO ROOF DRAIN PER PLUMBING PLAN. 4 EA ........ .... ... S 2E 40 06"' E,'; .......... ..... ...... ... ....... ....... MODEL No. FGP (SHALLOW), SEE SHEET CK W 0 0.081 V ......... CMTRACTM TO CMFlRM."ALL JON CONNECT TO EXIS11NG STORM DRAIN LINE PER STD.-603 ON SHEET CK-501. CONTRACTOR TO 2 EA W ...... ..... ....... ...... ............. ............ ................ .... W ....... ........ SEVATMS AND NOIFY ENGINEER OF ................. ...... ...... ............ ...... ........ CONFIRM EXISTING INVERT. 24"_1040 1 N V .............. 1040 INV S 28*40 ......... $06 E ....... .1 643.80'rG t 5 EA . . . "1040.96INV" :i: , .... ` : -2 (36" DIA. MANHOLE SHAFT CONSTRUCT STORM DRAIN MANHOLE PER SPPWC STD. 326 _K" ASSUMED ALIGNMENT OF EXISTING 165.08 tK OF ib' RK W ....... 01SOWANCO PNOR .......... )A .......... 18 V ........... ......... 41AMOMWA ..... ................ OWM01109MIA6 COMM .... ...... M THE START 1 EA @PROTECT IN PLACE EX. GRATED INLET. WITHOUT REDUC -104 1.09INV S 1040 INV @ R SPPWC STD. 225-2. SEE SHEET CK-501. 2 EA RIZON CONDUIT BASED ON L 4" O'E ER), SEE SHEET CK-501 FOR DETAILS. 0 O4L PROVIDED POTHOLE DATA MAINTENANCE 1041.091 N V ------- @ CONSTRUCT JENSEN 24 X 36" DROP INLET WITH KRISTAR FLOGARD LoPRO FILTER INSERT, 1 A MODEL No. FG-M2436, SEE SHEET CK-501 FOR DETAILS. BMP No 6 1046.1 QTG ............... 043.91 IN V ...... @INSTALL MODULAR WETLAND SYSTEM PER MANUFACTURER'S SPECIFICATIONS, MODEL No. PER 3 EA U ........... W ...... .. ...... ...... W ..... ....... ....... SWR 1040.64TO . ...... PLAN, SEE SHEET CK-502 FOR DETAILS. 04-bl INV 3 .... P` 61 1046.Oz.,TG : BMP No. 7 75TIOP: . ............. -.1-041 -10.40.-79BOP SD ............ TION BASIN PER MANUFACTURER'S SPECIFICATIONS, 20 EA W ....... W .......@INSTALL TURE DETEN 1044.07INV $D-1043.83INV: .... ..... ................. R-ko4. 2 .......... ..... ...... :1042 M @INSTALL 18" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK-501. F ................... ... ' 61INV -10 SWR 40.89TOP A -±1040.OTOP 1 Q45.4 41.83-IRV $D SC 041 MODEL No. SC-1, NUMBER OF UNITS PER PLAN. MWS-L- .071NV 0.00.5 511 VERIZON 0 ........... -64INV' %- SD-1042:� U -501. 1-*7 LF SD-1 040.91 BOR.�,;', @INSTALL 12" HDPE STORM DRAIN,, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK 1044.78TIB 1041.81 -501. 10 LF 1041.09INY ......... 'L-4-6. 61 S::i 0.0 MWS 76 INSTALL 24" HDPE STORM DRAIN, TRENCH & BACKFILL PER DETAIL STD 101 ON SHEET CK 042.78INV D ....... .............. ........... ...... ...... .... ....... ....... ......... .0...... ....... ....... ............. 12 EA 77 INSTALL 90 DEGREE BEND. BMP No. 4 V .. ....... -1041.231 SWR 1 041.74IN rop WR-1 EA C) \C�P8-UNITS 0 H=2' LO SD-1 042.2310 18 1041.74INV 78 INSTALL 45 DEGREE BEND. C5 CD 9 -1044.20INV /SD LO S=0.01! S=0.019 S= 95 NV(NE):1041.2 13 EA -1043.83INV�0) 8" V b..: SD SI ... ... 04. 4.2 Y(W):1041.":23 2NY 1044178TIB 79 INSTALL TEE, SIZE PER PLAN. 12"-1043.66,INV ..... ............. ....... 9' ........... ...... .......... 021N 1042 781NV 80 INSTALL REDUCER, SIZE PER PLAN. A IN"lo):4641.23 44 8" .......... 81 INSTALL ECCENTRIC REDUCER, SIZE PER PLAN. 8 EA + (-)j AINTENA C5 8"-10 i241111V -1043, 04 EX I S: I N G M 0 B RAIN MANHOLE NO. 1 PER RCFC & WCD STD. DWG. MH 251 WITH WEIR 2 EA r% =0. ...............SID SID SD D SD SD :S::::: ::007 SD 1W 31NV =0. 05 S S=0.005 -1043.31INV 1.04.4, STUCTURE PER DETAILS ON SHEET CK-501 (WEIR HEIGHT PER PLAN). 8" ................ ....... ........ ......... C*4 ....... .................... "-in4.i A41N 3.31 INV RIM:104 ........... ... 7.27 12"-104 ......... ...................... .......... ........ ....... .............. ....... 61 83 CONNECT STORM DRAIN PIPE TO STORM CAPTURE DETEN11ON BASIN. Uj 4 EA IN V.-1 Q.42.80 LID :j 12 -1043.29INV 048.18FG ....................... ...... . ......... .......... ........... R WETLANDS UNIT. 1047.93 SUN .......... RD 5 EA C) 1046.181NV ... IPI:11040.80 1 EA BMP�' 15 85 INSTALL 11.25 DEGREE BEND. < W-1043.93IN V) 9 .... @CONSTRUCT 12"X12" NDS CATCH BASIN (PART No. 1200) W/ 12"X12" ATRIUM GRATE (PART No. 3 EA -10A .7 qtt RIM�: 47.2 IM, I PEDITRED POC .......... ...... ...... 1280) IN LANDSCAPE OR W/ 12"X12" GRATE (PART No. 1214) IN HARDSCAPE. '91 goo 1048.05TG CN $"-1043- .95INV RDo 10 ' IN V(W):I N V(S):10. . ........ 1047.93TG ........ 127-1 043.78IN 1 EA ............ C) . ................. ....:�...........*...... ............. ........ ....... .......... ...................................................... ...... .... .. .............. .............. ......................... ............ .. ..................... ............................................ ............................................. .................. 6 2 EA INSTALL 22.5 DEGREE BEND. ........... ............ ........ ......... 1 EA PFROPOSMmummok moot"31 11 ...... CONSTRUCT 8" X 12" HDPE TRIPLE REDUCING MANIFOLD. N ..................... ... ...... ........ ........... ...... 12 .981NV f ':2 .... ............ &NSTALL 24 WYE. 0 *' 4 9,x EUP... 6: 8......... ........... ................ ...... GRAPHIC SCALE 61 @CONSTRUCT 4" NDS ATRIUM GRATE (PART No. 75) W/ 4" ELBOWS, PIPES AND FITTINGS. 2 EA CN 80 STO�Ik " BUIL"'hIN 'O"k @ REMOVE EX. RCP PIPE, CORE DRILL FOR NEW 24" HDPE PIPE CONNECTION TO BACK OF CURB 1 EA 104 9INV -1042.98INV KY U (i C) 0 20 40 -10 ................ 1047.93TG 1048.05TG RD o INLET PER RCFC & WCD STD. DWG. C13109. CONTRACTOR TO CONFIRM EX. INVERT ELEVATION. .981NV V�031 SeFs -1 042.98INV 18" -1xMWS-L-4-6.5-V @CONSTRUCT SEDIMENT TRAP/ STORM DRAIN MANHOLE NO. 1 PER RCFC & WCD STD. DWG. L N HI M E ................... ............................ ................. ........ ..................... ...................... ....... ....... ....... ... . ORM-F-No. 3 ( IN FEET) ............. ................... .......... ........... ................................. ....... . ............. ......................................... ........................ ...... ........ .......... ............. 048A 8FF 1 inch 20 ft. 1 EA ..043.01INV @INSTALL 18" WYE. ... .................... ......... ........... ............................... ..................... . ............. .......... .............. .................. ................. ... ......... .......... .................. ................ .......... 1047m6OPAD ........... BMP No. 9 1042.50INV 1046.1 1044.63INV Storm Drain Plan Sheet CK-101 LE *1Cf FIRE HYDRANT 1044. OINV:NV amp#1 Modular Unit Model No.MWS-L-4-6.5-C Storm Drain Details Sheet CK 042.51 INV WOMP Plan Sheet C-1 G @ 1048.18F 1042.47 1 If 1043.04INV '-0 amp 42 Modular Unit Model No.MWS-L-4-6.54 Storm Drain Plan Sheet CK-101 -DOUBLE CHECK DCDA /1045.1 INV SEWER MANHOLE 1046.1 N .......... ....... S=0.020 ........ 01 9 81NV@ Storm Drain Details Sheet CK-507 D WQMP Plan Sheet C-1 W- WATER LINE 6 Z% 1048.1 8.F 104 .31 IN V .... .. Storm Drain Plan Sheet CK-101 OMP#3 Modular Unit Model No.MWS-L-4-6.5-V :-104 .......... . ....................... 1046.18INN.Y. 60 S SANITARY SEWER LINE P.O.C. POINT OF CONNECTION Storm Drain Details Sheet CK-502 2 WQMP Plan Sheet C-1 S 43TG SMP 44 Storm Capture Detention Model No.SC-1 Storm Drain Plan Sheet CK-101 NE CATCH BASIN 61 043JOINV Storm Drain Details Sheet CK-502 1047. ........ .... WQM .............. ... 104 .431LNV ....... GRATED INLET (is .......... -101 ....6 -1 P Plan Sheet C amp#5 Storm Capture Detention Model No,SC Storm Drain Plan Sheet CK 1�1041491 N AINIE 69 PROPERTY LINE nw WM-WATER METER ........... -502 Storm Drain Details Sheet CK GS AC E SS WQMP Plan Sheet C-1 POR .......... 043. Storm Drain Plan Sheet CK LANDSCAPE MAINTENANCE CB CATCH BASIN 6 1 4111 V amp#6 FloGard Plus Filter Insert Model No.FGP-24F8 -101 -501 .. (shallow) Storm Drain Details Sheet CK .78TO 1043.18IN AGREEMENT LINE GI GRATED INLET Plan Sheet C-1 12 V WOW 1045.11 TIB SMP#7 FloGard Plus Filter Insert Model No,FGP-24F8 Storm Drain Plan Sheet CK-102 01N, CENTERLINE GB GRADE BREAK 043 044 2 -16INV 1045. 8TO (shallow) Storm Drain Details Sheet CK-501 ........ 1043.11INV B WClMP Plan Sheet C PA PLANTER AREA TR TRANSFORMER PAD SD amp#8 FloGard Plus Filter Insert Model No.FGP-24FB Storm Drain Plan Sheet CK-101 S=().()05 SD 1043.1 INV SD (shallow) Storm Drain Details Sheet CK-501 8 043""39INV AC ASPHALT PAVEMENT IA INFILTRATION AREA N 77 WQMP Plan Sheet C-1 4A- 1043.881 10431711 _�I_oGard Plus il e�Insert Model No.FGP-24FB Storm Drain Plan Sheet CK-101 SD RIM:10 SD S Y)12"-1043.22INV ......... amp#9 NV SD SD INV NE): 041 C.F. CURB FACE TG TOP OF GRATE, INV 9 Storm Drain Details Sheet CK-501 I -11043.20INV IKIV (shallow) NIP NO.- WQMP Plan Sheet C-1 INY(NW) 041.93; SWR SEWER MH MANHOLE amp#10 FloGard Plus Filter Insert Model No.FGP-24F8 Storm Drain Plan Sheet CK-101 TENANCE 12 1043.36t.N MAIN ...... ......... ... (shallow) Storm Drain Details Sheet CK-501 INV INVERT FF FINISHED FLOOR ELEVATION H =2� WQMP Plan Sheet C .......... ........... 8 1043.55INV:: 5 ............ . ..... -24FS Storm Drain Plan Sheet CK-101 amp#11 FloGard Plus Filter Insert Model No.FGP TYP. TYPICAL ........... ..... (shallow) Storm Drain Details Sheet CK-501 D43; 4127"',-,1'04,3.381NV U ...... WQMP Plan Sheet C RANCHO CALIFORNIA :1044 371 BW BACK OF WALK U') NV ....... RCWD .......... -M2436 Storm Drain Plan Sheet CK-101 WATER DISTRICT EMP#12 FloGard LoPro Filter Insert Model No.FG 03V 6 104�.i-00T v. 2 Storm Drain Details Sheet CK-501 CO CLEANOUT Won. CP 8MP 11 1046:27TG ....... doom 1-0 WQMP Plan Sheet C-1 EASTERN MUNICIPAL 4 TP EMWD ...... TP ...... 4 49 amp#13 FloGard Plus Filter Insert Model No.FGP-24F8 Storm Drain Plan Sheet CK-101 IE 1043.82INV (shallow) Storm Drain Details Sheet CK-501 1U44.4DINV )17 WATER DISTRICT TG: BMP No.: .45 wow 10 S 40 HIP HIGH POINT MODULAR WETLANDS STORM 1046.3 ........L--- WQMP Plan Sheet C-1 40000 M W A A ...... RIM:1 0�v. WATER TREATMENT UNIT ry 1044.20INV 520-96 043.801" BMP#14 Sediment Trap/Storm Drain Manhole Storm Drain Plan Sheet CK-101 ......... doom INV:1043.12, Zy WQm P Plan Sheet C 1043.06IN .... doom S U M P:10 41 RD ROOF DRAIN PRINCIPLE DEVICE ................ ........ amp#15 Sediment Trap/Storm Drain Manhole Storm Drain Plan Sheet CK-101 ........... (XXXX.XXBW),EXIS .............. TING ELEVATION BMP No. 14 WQMP Plan Sheet C-1 DB DETENTION BASIN WOOD RIM:1046.77-t, XXXX.XXFL PROPOSED ELEVATION WOO amp* ECTION HDPE MAIERIAL NQIE: INAS):10434,13 PIV POST INDICATOR VALVE F� HANDICAP STALL ALL HDPE PIPE SHALL BE ADS, N-12 PIPE OR APPROVED EQUAL INV(N):1043.13 104i13 N.T.S. NOT TO SCALE IN V(SE):1 T-WEIR:1045�11 X-X% DRAINAGE SLOPE PRINCIPLE DEVICE 20' LANDSCAPE SEWER. CLEANOUT Q� 24 16 6.5 FIRE DEPT. CONNECTION STREET LIGHT MAINTENANCE AGREEMENT AC PAYEMENT PRQP. DRIVE AISLE PARKING STALL �0 I POST INDICATOR VALVE R/W SIDEWALK EX. SIGN 16 20 18' 1 -0 me- EX. LIGHT POLE �K S PARKING STALL SETBACK 16' 1' BENCH $ WV T-WEIR TOP OF WEIR 2'WIDE 0 5.5 71 - 1 4 9 MADISON AVE. IN PENING R CURB 20 MAX. TIB TOP INSIDE OF BOX yJAR ES X-� X Z C4 2 Typ 2. REMAIN ................. ........... PIEE EX. SIDEWALK TOP TOP OF PIPE ............. 1044,8111 1 4. 1 QQRB Ec-4 1044.78TIB IN P OUTLET PIPE A P P OUTLET PIPE 91INV TO REMAIN ffo VIL VWV4 9 ANA 0 A dicEl Y 1042.78INV TO REMAIN 10 11 V 701 N. Parkcenter D(ive UNDERGROUND SERVICE ALERT 104 7 INV Santa Ana, CA 92705 SECTION A- A_ SECTION B - B p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH DETENTION SYSTEM NTS NTS TAIT f: 714/560/8211 CALL TOLL FREE DETEN11ON SYSTEM TITLE 24 DISABLED ACCESSIBILITY ONL 1-800-422-413J WWW.tait.com Since 1964 Los Angeles Sacramento San Francisco Ontario San Diego Boise Phoenix Dallas Denver APPROVED B TWO WORKING DA YS BEFORE YOU DIG IVARE ra CONSTRUCTION RECORD DA 7E BY REVISIONS ACCD DATE BENCH MA RK SEAL: Designed By Dro wn By Checked B Dra wing No. O"ESS SCALE F- 4 04 F *rh Vj FC11L4 DEPARTMENT OF PUBLIC WORKS M01CG MD/CG DWS 12/01/15 DS SITE PLAN REVISION /1\ �o W . RECOMMENDED BY, DA TEW- Z8111 Contractor lk,7-1 \ <� Horizontal k� 6 DS SD AND BMP No. 1 REVISI:O:Na 00 0 Plons Prepored Under Supervision Of T .r -7 ; I I �P VA L?Rjf 6 = rn ACCEPTED BY. DATE- ?Ara CK-1 01 Inspector , No.82595 M 'Z* SEE 717LE SHEET ;0 TH6MAS W G4 co - .09/30/2016 DGte DIRECTOR OF PUBLIC WORKS MY ENGINEER r_*$ Vertical I z DA VID W SL OA N, PE R.C.E No. 482 79 A PA15-0151 MEDICAL OFFICE BUILDING 2 55 LF Date Completed CIVI\. OF' C Sheet 9 of U Q Z R.C.E No. 82595 PM 23561-1- PARCELS 6 AND 7 -------- - - - ----------- - ----- --------- % N D-f v` ------------------------- ............ ...............................................------------------ L .........I---------------------------- ........... ................. 24I`x24." W., :.14 A� A .1 ""�j: �t;:< �M� TLi,,Z,.-,.,,f > DROP JNLET ......... :AJ, N Z�,,%1k; ItJ 01 W (NOWNAL DIME.,SlIONS) TY :N:TH' ""RAM, Nci, GRI,A:Ti_ -------------- -------------------------- ........ .� I 1 1 1 A UASS 4,�n t'_2rC") ko A;i %\ wy t yr 5-T 01'�!1114.,,,'A N�- N, V �J �j A ---------------- A F,PC 7 01" D"'TAIL.8 c A ............... C t.."K YJ E Ei -NI C, A 1 4 s H7 ou'c 0—R A8550M N", I F1, X_ RAME y At Wif w P" E X I'S TINI P J, w NKET z` R"`;MwD-WHEN 'ct, PAE%zi11C11T_10K$ OF n`E Pirl�: 1�- 1�:-& 45(,mr,,;:T ---—------------------------- ........ 'E$&,0E:PTI WMA-alLE VK)N' AN 8k'TS%F\1; 7NE T;DP "M k�L4Q .1.1"Pr., `C�k` mr, P x AN Pr r W, axai,51,Na PsZ� Is L�;�i;,s -i�. SE�iw"_r-.F0 --------------------------_- 1,1�1.1.1�.�,......... .........X, 53ASKET Al Y, HE 11 ERCHART 'I',_. .t, t.t�. MPI§�S AN-- 1A.U�Ilti 1AL 'to-y SPECIfff --------------- 1� -1 T \`�Z'X`�<X RTORMGATE MANHOLE-PLAN VTENV ----------- .......... X ur Nllqj�� `0 nx �3Wkl iAtERM F_k!�? 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A 0, -----------........ y vt R 1 ",4 GP-IUII�Filk -i........ i YR(�, ZR 4 Tr- _7 1, ffrsme,ma nt�hi Kan .1, ii e� ----------4------------------- 40: Frap,knfitz,�,: 4� T 0 M n, �i P 1n;t Z, it�L f�j�FZ;�.C' �i f�� fV I Rsi --------------------- TC� N _IP 01 - n w,�10ti fiide�if,.g i�v�n sis, -3p -�i, 2; ttri�� ,,;I -I r-G1P_2'1 81z' 15�:X 4;5; "n'.X 4ik f., Lill t A i2b -Z4 X K 4.X 0?V1 S t A K B 24.X IM 3,4 7 4,1/ WEIR ,,ETAIL..� S ............. 4 4-� -A 24 X 4�� of 1Q6 wa PM. 4 Ik TE& 3,k,fil'Ier"fov �24 Y:.n �k 4' ,A: 'X-A 2 Q .5,<�'IM' > ...... IFMZM16-:3 0 N., -03s,: R T�� U, 4,4 4 `;'IA 36 'JOR11 -AGATE MANHOLE-SECTION VIEW- PwV��,'FlUTER F.LO-GARD+ ..................... ...................................... X D., ............... --------- Q1 C>A-3-4��?3 pJoT. �6 1�1 X I,', a.2 -INSIC.,kLLEO WT 0 CATCH BASIN- ....... ...... 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TAIT f: 714/560/8211 CALL TOLL FREE TITLE 24 DISABLED ACCESSIBILITY ONL ............. ...... N: www.tait.com �_a . ....... Los Angeles Sacramento San rancisco 1-800-422-41J-3- —---------- LAJ Since 1964 T'r- -ou,7o, :i; PAS W,�; ?K,I$W. -AS 'TYPIC"Tf-0401 San Diego Boise S, 4M��Tliiii 0;FOM�, lvk� 4_$ Ontario & "$ .....I.I..........! :fr - :�-Rrp �.T, , ,I,- -.,a ie rz- -F T ("4A 5;:ipl W'l ;�T+;�,�,4m�F.�,.-r,.,,nc.,,,��.-;,<.N,��-�,,, �, ;� Phoenix Dallas Denver :�K,'S.P %XTf T koe,"4j� )kiP T,�': 7 1K ljj.43�1 f: ..................................—--—------------- -w mx zvi#�km FZR�4 wm� T 0� Att_ s�."rxf"+ T-.1A. k 17 _,M*TA)j:j�L P� E, q) AM f Tlq�s PRO A B T1 TWO WORKING DA YS BEFORE YOU DIG E cL CONS7RUCTION RECORD DA 7E BY REVISIONS ACCD DA 7E BENCH MARK SEAL.. Designed By Dra wn By Checked By Drowing No. ClyWr 4004C rhj� fh�CJIL4 SCALE OFES DEPARTMENT OF PUBLIC WORKS "�r GO CG M01CG DWS M01 RECOMMENDED BY-!�.� DA TEL tL tp Contractor Hwizontol Q� Plons Prep d Under Supervision Of CZ� .4e, CN 01 1 IZIh* ACCEPTED By DA TE- 11,ewl CK-501 , r_ No.82595 sor4 4f A 41.1 af __� Z3 Inspector SEE 777LE SHEET ThbMAS- W GARCM to 111K * xp.09/30/2016 DGte DIRECTOR OF PUBLIC WORKS CITY ENGINEER a Ch velfical ro 114 4z Q) PA1 5-0151 - MEDICAL OFFICE- BUILDING 2 DAVIDW SLOAN, PE 9 1�! R.C.E No. 48279 Date Completed ..... C� -g Sheet 10 of 1J_ ;'F OF aO R.C.E. No. 82595 PM 23561-1- PARCELS 6 AND 7 --------------------------------------- ------------- ------ -------------------- ---------- StTE SPEC[FIC DATA- �.$JTE SPECIFIC DATA ............... P 11�1 `61� .1vul 2549 P11- :7,IWA41 PC z uIr s PRO,I mw -1408, PR T 144-vi TnVE PIP110 L-10 770,V M)vk 61,11i, -.0.41 PRO T L(X TQ PAW.01 ED OUTIET F%ff 5z 'j. PA.70ff 6A PEMMR W-1 . 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AP T f Ft, t t OF,T: .17 11 . 7$ END VIEW MGHTEND VIEW R16HT 14� 'IT A, REVA TION VIEW L BE, EV �T EVATION VIEW PER:041 I AA L T, R ---------------- ------------J444 �tw it A Q A,' A 1MAD ff7) 44 UT: A'R N --------------- --------------- WETL'G,E N t R A- L NOT. GENERAL NOTES AN'T PR_01FIF11 A tA 4fi -C -IT �r, L-445' Mw. 44-6-5-V -,.q... ... MW5 C'k, '1� F, A.4 AU ............ .... S.TANDARD DETA SYDRIM47TR SM M4,TION.5K57M A L SYSTEM A, A. STORM WATER BIOFIL TRA TION. ------------ TANDARD DETAIL - ------------------------ - ------- -----------.......... .............. .......... ............. .............. ,,a Ins ,d L#lt &sfte P F�G-U 5 ver, tai Onn ddc em by Ok&Akttl P R iS I rn ule.. .............. i Sto" Qk.. u ROURE 10 SoaMd! betw"4 Mod4h�S .......... ............... should tie to a �FWU.R�C-`3 ............ d eT1 ba of.i �-Ia 4nd install the Unde aund Utility -the 4wa istru on docorn-epts tq U.w,.d 'ig ad Storm Captur The N....... Spec, must,b fe, o e al app oile vif- e j ity, ....................... her j�s p'be q g -theAnal de d ee Figures 4 ........... 4 b- with a 6" d F �y C 16S 5"'TAILILAT �IN ' ION MANUA 7-P f d0l Na. of+iepar aplaci h's b b E, . .......ed .......... i t -t de o cL+6;,,,ksA' dtid vp M�L de 0,4pture Mod o wessure b 40 wtslde of,the the;sit Mu FIGURE I I lifted,:.b dels! ------------------------ --------------- can -b to- de designated Pe 0jacoment Of b�lckfjll et ed rrlust:be Use propo. Native soil bo -and h', kilow fow ps-f be, FIGURE4 Caro b-�)takv�: fj placeme e,,f:b t to- p. w-sl-i� ut Wher �c fA I Ne� un -w Ve t,eptextile mus,,.be.used L 9 ....... ------------- -- --------------------............ M S0 ne---------------------- F Wh FIGURE2 ed. .................. cmu,It be used-lbeloW r.... P w .....................IX. are. 'E 7 . ....... * .................. F UJqE 9 F U FIGURE 8 i'g be dhg deign sh-111-JI Figure Aggm te 4e �_ j� QL sU ran." be OIL.............. 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Parkcenter Ddve UNDERGROUND SERVICE ALERT Santa Ana, CA 92705 p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE TAIT f: 714/560/8211 TITLE 24 DISABLED ACCESSIBILITY ONL www.tait.com 1-800-422-4133 Since 1964 Los Angeles Sacramento San Francisco Ontario Son Diego Boise Phoenix Dallas Denver APPROVED MF TWO WORKING DA YS BEFORE YOU DIG Drawing No.CONS7RUCTION RECORD LA TE BY REVISIONS ACCD LA7E BENCH MARK SEAL, Designed By Dra wn By Checked By o SCALE "ESS, C/*rr 4 00,C Th jr h rc IL4 DEPARTMENT OF PUBLIC WORKS M01CG M01CG DWS CIO RECOMMENDED BY- LA TE' j((6j- I Contractor Horizontal 0 Plans Prepared Under Supervision Of Y. -Z4 CK-502 a, DA TE' r-11 M ACCEPTED B SY I 9RAf A 9"/w PET41L Gf N CY- No.82595 zt Inspector SEE 777LE SHEET xp.09/30/20,1 te 4cft- THOMAS W GARCIA to "'K D LW DIRECTOR OF PUBLIC WORKS CITY ENGINEER Vertical DAVID W SL OA N, PE R.C.E No. 48279 PA1 5-0151 - MEDICAL OFFICE BUILDING 2 C1 I 'Date Completed %Z C z5 PM 23561-1- PARCELS 6 AND 7 Sheet of C R.C.E. No. 82595 CITY OF TEMECULA EROSION ANDSEDIMENT NPDES NOTES: GRAVEL BAG (TYP.) CONTROL NOTES if o m 1. CONSTRUCTION SITES SHALL BE MAINTAINED IN SUCH A CONDITION THAT if m z ANTICIPATED STORM WATER DOES NOT CARRY WASTES OR POLLUTANTS OFF N 1. FILTERED RUNOFF. ALL RUNOFF SHALL BE FILTERED PRIOR TO DISCHARGING THE SITE. DISCHARGES OF MATERIAL OTHER THAN STORM WATER ARE FROM A SITE OR TO ANY TYPE OF PRIVATE OR PUBLIC STORM WATER ALLOWED ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF iffi, SECTION 11E, _EL A�'ItJN CONVEYANCE SYSTEM (NATURAL WATERCOURSES, STREETS, GUTTERS, CONSTRUCTION PRACTICES AND WHERE THEY DO NOT: CAUSE OR CONCRETE-LINED V-DITCHES, STORM DRAINS, FLOW-LINES, INLETS, OUTLETS, CONTRIBUTE TO A VIOLATION OF ANY WATER QUALITY STANDARD, CAUSE OR ETC.). ALL NON-PERMITTED DISCHARGES ARE PROHIBITED FROM ENTERING THREATEN T CAUSE POLLUTION, CONTAMINATION, NUISANCE OR, CONTAIN A APRON ANY STORM WATER CONVEYANCE SYSTEM YEAR-ROUND. HAZARDOUS SUBSTANCE IN A QUANTITY REPORTABLE UNDER FEDERAL }. e',. q a 2. T MANAM NT PR S M P' . YEAR-ROUND, POLLUTION REGULATIONS 40 CFR PARTS 117 & 302. b e DOUBLE GRAVEL AGPROTECTIQN SIL PREVENTION MEASURES, ALSO K OWN S BEST MANAGEMENT PRACTICES POTENAL POLLUTANTS INCLUDE BUT ARE NOT LIMITED TO: SOLID OR LIQUID CONSTRUCTION N.T.S.°',.t,4.':A..:....°:,' ;:•'.:a...`...° .w ' BMP'S , MUST BE INSTALLED PRIOR TO ANY FIELD ACTIVITIES. BMP AREA I I STAINS SEALANTS GLUES LIMES ` ; HANDBOOKS CAN BE DOWNLOADED AT WWW.CABMPHANDBOOKS.COM. CHEMICAL SPILLS: WASTES FROM PAINTS, , , °'.. ,.:a :. ... ADDITIONAL EROSION PREVENTION AND SEDIMENT CONTROL ESC MEASURES PESTICIDES, HERBICIDES, WOOD PRESERVATIVES AND SOLVENTS: ASBESTOS, (ESC) FIBERS, PAINT FLAKES OR STUCCO FRAGMENTS: FUELS, OILS, LUBRICANTS, "a.' ,e`.` : 20" 20" MUST BE INSTALLED AND MAINTAINED PRIOR TO AND THROUGHOUT EACH .. ..� RAINY SEASON. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE FOR ESC AND HYDRAULIC RADIATOR OR BATTERY FLUIDS FERTILIZES - VEHICLE/EQUIPMENT WASH WATER AND CONCRETE WASH WATER: CONCRETE, ' : ''a`:" ATTgPqlvr MEASURES THROUGHOUT THE DURATION OF THE PROJECT FOR ALL CLEARING, DETERGENT OR FLOATABLE WASTES: WASTES FROM ANY ENGINE/EQUIPMENT DISKING, GRADING, EXCAVATING AND STOCKPILING ACTIVITIES, AND ON ALL A STEAM CLEANING OR CHEMICAL DECREASING: SUPERCHLORIAIATED ' EXPOSED SLOPES AND INACTIVE PADS THROUGHOUT THE ENTIRE SITE. THE : N °'' I I , A GRAVEL BAGS STACKED POTABLE WATER LINE FLUSHINGS. " TWO HIGH T FROM WEIR DEVELOPER/CONTRACTOR IS ALSO RESPONSIBLE FOR ANY DISCHARGES FROM ':..M " APRON ON THIS SIDE OF 12" MIN •°. THE DIKE SHALL BE FOLDED (2 BAGS) SUBCONTRACTORS. DURING CONSTRUCTION DISPOSAL OF SUCH MATERIALS SHOULD OCCUR INA ; .-' ... _ , � _ .:;:.,•.;f',•.. ?.::,. a. STOCKPILING OF BMPS. ADDITIONAL ESC MATERIALS SHALL BE STOCKPILED SPECIFIED AND CONTROLLED TEMPORARY AREA ON SITE, PHYSICALLY °�; " ` :.. ¢ UNDER THE DIKE SECTION 20" _ AT VARIOUS LOCATIONS THROUGHOUT THE SITE FOR IMMEDIATE USE WITHIN SEPARATED FROM POTENTIAL STORM WATER RUN-OFF, WITH ULTIMATE FLOW ': s '°; •• AND GLUED DOWN DISPOSAL IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. SEVEN DAYS PRIOR TO ANY FORECAST RAIN. ON EMERGENCY SITUATIONS, :: ; •' , °..; „y U.90 THE DEVELOPER/CONTRACTOR SHALL IMMEDIATELY MAKE EQUIPMENT AND 2. DEWATERING OF CONTAMINATED GROUNDWATER, R DISCHARGING °.'ya ` ''°. :•a;;:. WRAP GRATE WITH FILTER FABRIC aR 'L WORKERS AVAILABLE TO PROTECT THE SITE. CONTAMINATED SOILS VIA SURFACE EROSION IS PROHIBITED. DEWATERING OF ` NON-CONTAMINATED GROUNDWATER REQUIRES A NA11ONAL POLLUTANT 4,1 3. RO I N N I T NIRALL ESC MEASURES SHALL BE DISCHARGE ELIMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE INSPECTED, RESTORED, REPAIRED OR MODIFIED YEAR-ROUND THROUGHOUT REGIONAL WATER QUALITY CONTROL BOARD. '.,YM::' b :. :.. - 4'.;: .' �., DETAIL OE GRAVEL BAGS MGRATEINLETS THE SITE TO PROTECT PERIMETERS, ADJACENT PROPERTIES, I y N.T.S. CONVEYANECE SYSTEMS.SIIF ANYREAS EROS OND OR SEDIMENT I /PUBLIC CONTRO STOAM WATER STORMWATER POLLUTION NOTES d:.•: .' r a"' •' '' ° .y :a OVER PER MANUFACTURER'S DURING ANY RAIN EVENT, MORE EFFECTIVE ONES WILL BE REQUIRED IN THEIR : `a., RECOMMENDATIONS 4 PLACE. 1. STORMWATER POLLUTION CONTROL REQUIREMENTS MUST BE INTEGRATED DIKE ELMYIEW b. ERQ51ON CONIEM EROSION CONTROLS SHALL INCLUDE, BUT ARE NOT INTO THE EROSION CONTROL PLANS FOR ANY CONSTRUCTION. THE LIMITED T APPLYING AND ESTABLISHING: VEGETATIVE COVER, WOOD FOLLOWING NOTES AND BMPS AS OUTLINED IN, BUT NOT LIMITED TO, THE NOTES: BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIA STORMWATER QUALITY 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. MULCH, STAPLED OR PINNED BLANKETS (STRAW, COCONUT OR OTHER), TASK FORCE, SACRAMENTO, CALIFORNIA 2010 OR THE LATEST REVISED PLASTIC SHEETING (MINIMUM 10-MIL), POLYPROPYLENE MATS, SPRAY-ON EDITION MAY APPLY DURING THE CONSTRUCTION OF THIS PROJECT 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND CONTROLS TO ALL DISTURBED AREAS OR OTHER MEASURES APPROVED BY (ADDITIONAL MEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BY CITY EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. THE CITY ENGINEER. JUTE NETTING SHALL NOT BE USED AS A INSPECTORS). ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. �P STAND-ALONE EROSION CONTROL. FOR SLOPES GREATER THAN 4: 1, 2• ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON SITE FLOW EXISTING CONCRETE OR ��� ®�O PROVIDE FIBER ROLLS AND EITHER A BONDED FIBER MATRIX PRODUCT AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEETFLOW, SWALES, ASPHALT PAVEMENT �O G 4' TO SEDIMENT AREA DRAINS, NATURAL DRAINAGE COURSES OR WIND. APPLIED TO A RATE OF 3500 LB ACRE OR A STABILIZED FIBER MATRIX `�`� Qat' CONTROL DEVICE 3 STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS ```` `` Q '• PRODUCT APPLIED TO A RATE OF 10 GAL/ACRE. THE CITY ENGINEER MAY MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE ADHESIVE spf APPROVE DIFFERENT APPLICATION RATES FOR SLOPES LESS THAN 4:1. FORCES OF WIND OR WATER. ADHESIVE 5EQDQN A- 4. SEDIMENT CONTROLS. SEDIMENT CONTROLS SHALL INCLUDE, BUT ARE NOT 4. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN LIMITED TO: DESILTING BASINS, GRADED BERMS, FIBER ROLLS, SILT FENCES, ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL SILT DIKE (ON EXISTING PAVEMENT CORRUGATED STEEL GRAVEL BAG CHEVRONS FILLED WITH MINIMUM 7 GRAVEL, CHECK DAMS, AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE N.T.S PANELS (24' OR MAX. ; DRAINAGE INLET PROTECTION, ETC. FIBER ROLLS SHALL B INSTALLED IN PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY ALLOWED BY SITE) 15-FOOT INCREMENTS MEASURED ALONG THE FACE OF THE SLOPE. SILT AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED FENCE SHALL BE INSTALLED ALONG INTERIOR STREETS AND COMBINED NTH INTO THE DRAINAGE SYSTEM � • 3"-6" CRUSHED GRAVEL-BAG OR SILT FENCE CHEVRONS INSIDE THE SIDEWALK AGGREGATE 12" MIN ►�� RIGHT-OF-WAY OR BACK OF CURBS.STATE CONSTRUCTION GENERAL PERMIT. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY IF THE PROJECT DISTURBS, EXPOSES OR STOCKPILES ONE ACRE OR MORE OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN FILTER FABRIC OF SOIL, THE SITE MUST BE COVERED UNDER THE STATE CONSTRUCTION CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID GENERAL PERMIT. A WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER, A WASTE. RISK LEVEL DETERMINATION NUMBER AND THE QUALIFIED STORM WATER POLLUTION PRSHALL WASTES MUST BE PROM EDTO ENCITY PRIOR TOS SUAN®E OF OA GRADING PERMIT.RBA SW 6 INTO A COVERED SRECEPTACLE E T PREVENT DEPOSITED T CONTAMINATION OFRAINWATER PPP SHALL BE IMPLEMENTED THROUGHOUT THE DURATION OF THE PROJECT AND DISPERSAL BY WIND. AND SHALL BE READILY AVAILABLE TO CITY AND STATE INSPECTORS AND UPDATED TO REFLECT CURRENT SITE CONDITIONS DURING CONSTRUCTION. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE THE CONSTRUCTION PERMIT CAN BE DOWNLOADED AT: BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE WWW.WATERBOARDS.CA.GOV/WATERISSUES/PROGRAMS/STORMWATER/CONSTRUCTION. STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE CONSTRUCTION ENTRANCE DETAIL 5. PERIMETER PROTECTION. PERIMETER PROTECTION MUST BE INSTALLED PRIOR PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY TO ANY CLEARING ACTIVITIES. CLEARING SHALL BE LIMITED TO AREAS THAT AND MAY NOT BE WASHED DOUR! BY RAIN R OTHER MEANS. N.T.S. WILL BE IMMEDIATELY GRADED OR DISTURBED. A COMBINATION OF ESC 8. ANY SLOPES WITH DISTURBED SOILS OR DENUDED OF VEGETATION MUST BE MEASURES SHALL BE IMPLEMENTED IN AREAS THAT HAVE BEEN CLEARED. STABILIZED SO AS T INHIBIT EROSION BY WIND AND WATER. ALL DISTURBED AREAS OF AN INACTIVE SITE, AS DESCRIBED IN THE ENGINEERING AND CONSTRUCTION MANUAL, SHALL ALSO BE PROTECTED. 6. CONSTRUCTION ACCESS POINTS. CONSTRUCTION ACCESS POINTS SHALL BE STABILIZED WITH A COMBINATION OF ROCK AND SHAKER PLATES YEAR-ROUND TO PREVENT TRACK-OUT. INTERIOR ACCESS POINTS (ALL PROPOSED DRIVEWAYS, MATERIAL STORAGE AND STAGING AREA ENTRANCES/EXITS, ETC.) SHALL ALSO BE PROTECTED WITH ROCK T PREVENT TRACK-OUT ONTO INTERIOR STREETS. ROUTINE STREET SWEEPING SHALL BE PERFORMED ON ALL PAVED STREETS WHERE TRACKING IS OBSERVED. VACUUM SWEEPERS SHALL BE USED WHEN STREET SWEEPING BECOMES INEFFECTIVE. CONTROLLED STREET WASHING SHALL ONLY BE ALLOWED PRIOR TO, THE APPLICATION OF ASPHALT SEAL COATS, ANC ONLY WHEN ALL PERTINENT DRAINAGE INLETS ARE PROTECTED. 7. DESILTING BASINS. DESILTING BASINS SHALL BE DESIGNED ACCORDING TO THE GUIDANCE PROVIDED IN CASQA'S CONSTRUCTION BMP HANDBOOK, IMPOUNDED WATER SHALL BE SECURED FROM THE PUBLIC. SIGNAGE INDICATING "PONDED WATER - DO NOT ENTER," R AN EQUIVALENT WARNING NOTICE, SHALL BE POSTED. 8. MATERIAL STORAGE. MATERIAL STORAGE AND STAGING AREAS SHALL BE ESTABLISHED. FUEL TANKS, PORTABLE TOILETS, LIQUIDS, GELS, POWDERS, LANDSCAPE MATERIALS AND STOCKPILES OF SOIL SHALL BE STORED AWAY FROM ALL PRIVATE/PUBLIC STORM WATER CONVEYANCE SYSTEMS, SIDEWALKS, RIGHT-OF-WAYS AND FLOW-LINES AND SHALL HAVE SECONDARY CONTAINMENT. INACTIVE STOCKPILES OF SOIL SHALL BE COVERED AT ALL TIMES. ACTIVE STOCKPILES SHALL BE COVERED PRIOR TO A FORECAST RAIN. 9. CONSTRUCTION WASTE. CONSTRUCTION WASTE AND MISCELLANEOUS DEBRIS SHALL BE PLACED IN WATER-TIGHT BINS. WIRE MESH RECEPTACLES SHALL NOT BE ALLOWED. WASH-OUT STATIONS SHALL BE PROVIDED FOR CONCRETE, PAINTS, STUCCO AND OTHER LIQUID WASTE, AND SHALL BE LINED NTH PLASTIC AND LOCATED AWAY FROM PUBLIC RIGHT-OF-WAYS, FLOW LINES, ETC. PRIOR TO ANY FORECAST RAIN, BINS AND WASH-OUTS SHALL BE COVERED WITH LIDS OR PLASTIC TARPS. 10. SLOPE PROTECTION. STORM WATER RUNOFF SHALL NOT BE DIRECTED OVER SLOPES WITHOUT PERMANENT DOWN RAINS INSTALLED. ESC MEASURES ARE REQUIRED ON ALL EXPOSED SLOPES UNTIL SUFFICIENTf PERMANENT " LANDSCAPE IS ESTABLISHED. THEE SHALL BE 100% SLOPE PROTECTION IN -� PLACE PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. .4 11. PORT.6BLE MIXERS. ALL PORTABLE MIXERS SHALL HAVE PLASTIC LINERS UNDERNEATH THEM WITH GRAVEL-BAGS PLACED ON THE DOWN-HILL SIDE OF THE LINERS TO CONTAIN DISCHARGES. w 12. MAINTENANCE, ALL ONSITE AND OFFSITE FLOW LINES (I.E., V- AND W BROW-DITCHES, TERRACE DRAINS, RIBBON GUTTERS, CURB GUTTERS, ETC.), STORM WATER CONVEYANCE SYSTEMS, CHECK DAMS, CHEVRONS, SILT FENCES AND DESILTING BASINS SHALL BE FREE OF SEDIMENT, CONSTRUCTION h MATERIALS, WASTE, MISCELLANEOUS DEBRIS AND DETERIORATED ESC MEASURES YEAR-ROUND. 13. OBSTRUCTIONS. NO OBSTRUCTIONS, OTHER THAN BMPS, SHALL BE ALLOWED WITHIN ANY STORM WATER CONVEYANCE SYSTEM, UNLESS ALTERNATIVE o DRAINAGE FACILITIES HAVE BEEN APPROVED BY THE CITY ENGINEER. P/MG,&V,,T SWC, TY UNDERGROUND SERVICE ALERT -- 14. OTHER CONSTRUCTION NOTES. REFER TO SEPARATE NOTES FOR "GENERAL," 701 N.Santa Ana, CAna, CA 9 92705 Drive o o "GRADING" AND "PAVING" REQUIREMENTS. TAIT p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH f: 714/560/8211 v CALL TOLL FREE TITLE 24 DISABLED ACCESSIBILITY ONLY www.tait.com 1-800-422-4133 (Q) Since 1964 Los Angeles Sacramento San Francisco Ontario San Diego Boise o Phoenix Dallas Denver v APPROVED BhfA Y• TWO WORKING DAYS BEFORE YOU DIG 1101111 E 0 CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DATE BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE e�oFESsio�q DWS a CITY OF rMAAEG~vLA DEPARTMENT OF PUBLIC WORKS �- 4�0 MD GG MD CG RECOMMENDED BY.• ,�, t� DATE. 1 It � ~ ContractorHorizontal Xw.�,� �o Plans Prepared Under Supervision Of / ('* 4 is DATE.' V E 001 No.82595 ACCEPTED BY' �--- E/PDSIDH ►'FDI/I�E/VT CD/VT/POl Na'TES' aT.41L� =o Inspector SEE TITLE SHEET w Z `c THOMAS W GARCIA xp.09/30/2016 * _. DGte r DIRECTOR OF PUBLIC WORKS/CITY ENGINEER PA15-0151 - MEDICAL OFFICE. BUILDING 2 i/ertrcal J' CtVtl- �Q' DAVID W. SLOAN, PE R.C.E. No. 48279 � . Date Completed """ 'p�. 1�1F0� �%l: :i9ee:.� - - Sheet 12 of 13 ca a Ca R.C.E N0, 82595 PM 23561 1 PARCELS 6 AND 7 EROSION AND SEDIMENT CONTROL NOTES OUANTITY @INSTALL STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON,,,SHEET CE-001. 1 EA ------- @INSTALL GRATED INLET PROTECTION PER DETAIL ON SHEET CE-001. 15 EA @INSTALL DOUBLE GRAVEL BAG PROTECTION PER DETAIL ON SHEET CE-001. 1,100 LF 94 INSTALL CONSTRUCTION STAGING AREA. 1 LS NOT USED 95 NOT USED. 96 INSTALL CONSTRUCTION FENCING NTH GREEN SCREEN. 1,100 LF 3 EA TI @INSTALL 16' MINIMUM WIDTH, DOUBLE CONSTRUC ON GATE. 100 LF ...... @INSTALL SILT DIKE ON PAVEMENT PER DETAIL ON SHEET CE-001. ................ .......... EQUIPMENT TRACKING CONTROL EROSION CQNTRQL ............ V1 ..... ....... —7- EC1 ... ....... . ...... MADI: A TC1 STABILIZED CONSTRUCTION SCHEDULING ON .. ........ .......... ....... PRESERVATION OF EXISTING VEGETATION .............. EC2 ------------ ..... ... ENTRANCE/EXIT ......... .................. ............ .......... ...... ...... TC2 STABILIZED CONSTRUC11ON ROADWAY EC3 HYDRAULIC MULCH ................ .......... .... ........ EC4 HYDROSEEDING TIRE WASH .... ... ........ .......... . ....... . TC3 ENTRANC E OUTLET . ............................... ... ....... E ...... ...... SOIL BINDERS ......... ... ........... STRAW MULCH .............. R W ........ .... ... ..... ....................... ND EROSION CONT OL C5 W ....... ....... EC6 W ...... W .. ....... ... WE1 WIND EROSION CONTROL W ........ ..... .... ...... EC7 GEOTEXTILE AND MATS ............ ........... *4 ...... 8' 0'0 EC8 WOOD MULCHING .... ...... 6 W ........... .................... ........ .. ....... ............. ... ............. ...... .... N ........... W .......... ............ ....... ....... ..... W .... ....... ..... WASTE MANAGEMENT & MATERIAL EC9 EARTH DIKES AND DRAINAGE SWALES ..... ...... ... ...... TION CONTROL VELOCITY DISSIPATION DEVICES ....... ........ W ...... ...... ... ...... 52 ............... ......... ...... .... POLLU ............. .......... WM1 MATERIAL DELIVERY AND STORAGE EC1 1 SLOPE DRAIN EXISTING LANDSCAP ......... : ......... EC10 .......... ...... EASEMENT......TO-REMAIN... ...... ........ ..... .... ............. ...... .... ....... WM2 MATERIAL USE EC12 STREAMBANK STABILIZA11ON ................. W ............. WM3 STOCKPILE MANAGEMENT EC1 4 COMPOST BLANKET W .......... ..... ....... cam a ....... N 28*40�06" W -ftwaftft R=6 .0d -4 4 HAZARDOUS WASTE MANAGEMENT CONTAMINATED SOIL MANAGEMENT SOLID WASTE MANAGEMENT EC16 NON—VEGETATIVE STABILIZATION WM5 MOM SPILL PREVENTION AND CONTROL SOIL PREPARATION ROUGHENING WM4 saw& ......... EC15 165.0,9' n tl�oop.�% _'e' WM6 4 , WM7 NON STRUCTU A= 107012�5 WM8 CONCRETE WASTE MANAGEMENT 17'12 J WATER CONSERVATI NS1 ON PRACTICES t........... -----— SANITARY SEPTIC WASTE MANAGEMENT WM9 NS2 DEWATERING OPERATIONS WM10 L IQUID WASTE MANAGEMENT ........... PAVING AND GRINDING OPERATION NS3 0 9 ......... SSING NS4 TEMPORARY STREAM CRO W �......... NS5 CLEAR WATER DIVERSION W ...... TEMPORARY SEDIMENT CONTROL ILLICIT CONNECTION— ILLEGAL DISCHARGE DETECTION ....... NS6 W ... SE1 SILT FENCE 000 NS7 POTABLE WATER IRRIGATION DISCHARGE DETECTION SEDIMENT BASIN .............. SE2 NS8 VEHICLE AND EQU .......... IPMENT CLEANING ........... '......"................. ............. ......... ............ ........... .......................... SEDIMENT TRAP SE3 .......... NS9 VEHICLE AND EQUIPMENT FUELING ........... ........ -J, VE ........... NS10 HICLE AND EQUIPMENT MAINTENANCE SE5 FIBER ROLLS ANG OPERATIONS PILE DRI\ ..... NS1 1 .................... ...................... "-'9'7 STREET SWEEPING AND VACUUMING CONCRETE CURING ............. NS1 2 ................ ................ ....................................... ....... ............. .......... NS13 CONCRETE FINISHING SE8 SANDBAG BARRIER ............. .......... .......................... SE9 STRAW BALE BARRIER NS14 MATERIAL OVER WATER NS15 DEMOLITON ADJACENT TO WATER STORM DRAIN INLET PROTECTION SE10 .......... . ................ ........... ........... ................. NS16 TEMPORA ..................... ....................... -D ...................... ACTIVE TREATMENT SYSTEMS SE1 1 SE12 TEMPORARY SILT DIKE .................................. .. ............... i r ........... .......... ...... SE1 3 COMPOST SOCKS AND BERMS C) 9 ' SE1 4 BILFILTER BAGS .......... %............ ...... EXISTING M0,13 I ............ . ......................... ............. ... . ..... Ln D ....... .......... ................... ................................ S' . ................ ................ ........... ........ . ......................... ............ .......... ............ ....... ................... ...... ........... ................ SWPPP VISUAL MONITORING LOCATIONS-. LEGEND 1048A8FF ................. .......................................... ...... ........... PROPERTY LINE ............ ........... ...... SITE DRAINAGE AREA ................... ............. ............ ...... 13 _V__ CONSTRUCTION FENCE NTH GREEN TION Jil —X ............. D� DESCRIP ...... SCREEN/PROPOSED LIMIT OF DISTURBANCE ....... ADJACENT TO THE CONSTRUCTION SILT DI STA GING AREA .......... SEDIMENT I . ........... DOUBLE COURSE OF GRAVEL BAGS .................i .......... ........... .................-............ .................... .......... ..................... STORMWATER STORAGE AND CONTAINMENT AREA ................... TION .......... 0 ................. ............... ... ........ ...... ........... ....... .................................... ................ ............................. ........................ INLET PROTEC ............. X.......... ............ .......... LLJ ...... ............ .............I....... ........... ........... PROPObr.D MOwtm5ft' 11 L��X DESCRIPTION ................................... ...... ...................... ...................... STABILIZED CONSTRUCTION ENTRANCE QSP ADJACENT TO THE CONSTRUCTION 1 =STORY BUILDING ........................... ....... C� TI ............ CN 9 0 91 C5 9031 SnFN STORMWATER DISCHARGE LOCATIONS CONSTRUCTION STAGI TO RELOC ............. ................... ................ ........... ...... 1048ml8FF ... . DESCRIP11ON T ........ ........ : 9 SITE DISCHARGE TO EXISTING STORM 50.00 ......................... ... ...... ................... ............... ........... .... DRAIN ...... ........... IN MADISON AVE. ................... ....... ...... ............... ..................... .............. ........ 1047n6OPAD ............... ...... .... ............... CORRUGATED ...... STEEL PANELS CONSTRUCTION CATIONS: ...... . . ..... .. ........... ............... ........... ............. .......... ................. ....... .................... ..................... .......... —CONTRACTORS YARD J, —VISIBLE POLLUTANT SAMPLE ...: I "1" .1 _ NON ......................... .......... ....... ....... .............. ............... ....... ....... ...... DESCRIP11ON .................. 45.00 SD ADJACENT TO THE CONSTRUCTION 'S .......... .............................. ............... STAGING AREA NP-1 ........... ............ ...... ............ -tAGING'I :---'A'REA,!. ............ ..... ...... .............. .................. ........... —VISIBLE POLLUTANT SAMPLE—BACKGROUND NON . ............. TION ............ kREAO�l 35 DESCRIP ............ ............. !AR GIN All" .......... TA G EA' ........ S .............. ............. ""i tnr D . . ........ ESCRIP11ON S -D .......... .......... ..................... .... ... ........... .. ............ ........... CON .......... .......... ............ .......... ...... ...... ...... .......... ...... .... ........... ...... .... ...... 9 .......... ...... ............... ...... ..... ............. ............ .......... ..... ............. 0-C ........... ......... .......... .. . .......... ........... ..... .............. ...... .......... GRAPHIC SCALE 80 20 40 0 ....... ... N 40*45'17" W 520.96 ( IN FEET) ........... 1 inch 20 ft. A 53 C� A 140,4A160 SW FETY .......... 701 N. Parkcenter Drive UNDERGROUND SERVICE ALERT Santa Ana, CA 92705 p: 714/560/8200 REVIEWED FOR COMPLIANCE WITH CALL TOLL FREE TAIT f: 714/560/8211 TITLE 24 DISABLED ACCESSIBILITY ONL www.tait.com 5a 1-800-422-4133 Since 1964 Los Angeles Sacramento Son Francisco �5 Ontario Son Diego Boise Phoenix Dallas Denver WASTE DISCHARGE IDENTIFICATION NUMBER (WDID): 933C374170 A PPRO VED B I AAA4F TF TWO WORKING DA YS BEFORE YOU DIG 10 CONS7RUCTION RECORD DA 7E BY REVISIONS ACCD DA 7E BENCH MARK SEAL: Designed By Drawn By Checked By Drawing No. SCALE 'ESS C17 wr OF rh Arfh rC DEPARTMENT OF.PUBLIC WORKS MDICG DWS ATE- 101t�( NOED 8 D RECOMME j�- U-) Contractor Hofizontal 0 V 05 - Plans Prepared Under Supervision Of IV I -10t ?Y. 1111�4 DA TE- ACCEWED E er-—I-- A W paf/6 W 9 afrA 0%14 ENT C amrRLZ op"IV CE Inspector SEE 717LE SHEET W No.82595 GARCM Xp.09/30/2016 Me DIRECTOR OF PUBLIC WORKS CITY ENGINEER Vertical CIVI DA VID W SL OA N, PE R.C.E No. 48279 PA15-0151 MEDICAL OFFICE BUILDING 2 Dote Completec! 'too 0 &1 V Sheet 1J of U F, CmY R.C.E No. 82595 PM 23561-1- PARCELS 6,AND 7