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2015-12281 I (Plans)GENERAL NOTES 1. NO ACCESS OR WORK SHALL BE PERFORMED WITHIN THE CITY RIGHT-OF-WAY WITHOUT THE FULL KNOWLEDGE OF 7HE ASSIGNED CITY INSPECTOR WHO SHALL BE GIVEN NOT LESS THAN 48 HOURS ADVANCE N077CE OF THE INITIATION OF PERMITTED USE AT (760) 633 -2796 OR 633 -2797, OR AS STATED ON 774E PERMIT. 2. AT LEAST 48 HOURS PRIOR TO STARTING WORK, UNDERGROUND SERVICE ALERT (USA) SHALL BE N077RED FOR LOCATION OF UNDERGROUND UTILITIES AT 1- 800 - 422 -4133. THE PROPOSED DIG AREA MUST BE MARKED IN WHITE PAINT PRIOR TO CONTACTING (USA). 3. ALL WORK COVERED BY THIS PERMIT SHALL BE PERFORMED BY A CONTRACTOR POSSESSING A VALID CALIFORNIA CONTRACTOR'S LICENSE OF THE APPROPRIA7E CLASS 4. ALL TRAFFIC CONTROL WITHIN THE CONSTRUCTION AREA SHALL BE SUBJECT TO AN APPROVED TRAFFIC CONTROL PLAN AND SHALL BE FLAGGED AND BARRICADED TO THE SATISFACTION OF 7HE CITY INSPECTOR IN COMPLIANCE NTH THE "WORK AREA TRAFFIC CONTROL HANDBOOK; LATEST EDITION PUBLISHED BY BUILDING NEWS, INC. IN THE EVENT THAT THE INSPECTOR DE7ERM/NES PROPER 7RAFFIC CONTROL IS NOT IN PLACE, ALL WORK SHALL CEASE AND PERMITTEE AUTHORIZES THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AU7HORIZED REPRESENTATIVE TO ORDER, ON THE RENTAL BASIS, SUCH TRAFFIC CONTROL DEVICES AS SHALL BE NECESSARY AND PROPER TO PR07ECT THE PUBLIC SAFETY AND FURTHER AGREES TO PAY ANY AND ALL COSTS AND CHARGES THAT THE CITY MAY INCUR IN PROVIDING SAID 7RAFFC CONTROL. 5. APPLICANT AGREES THAT IT SHALL BE HIS RESPONSIBILITY TO PROVIDE THE CONTRACTOR, SUBCONTRACTOR, OR ANY 07HER AGENT RESPONSIBLE FOR CONSTRUCTION OF PERMITTED WORKS W1774IN THE CITY RIGHT -OF -WAY, WITH A COPY OF THE PERMIT INCLUDING THESE STANDARD CONDITIONS AND A COMPLETE SET OF APPROVED PLANS 7HE PERMIT, PLANS AND WORK AREA TRAFFIC CONTROL HANDBOOK SHALL BE AVAILABLE AT THE PERMIT SI7E WHENEVER WORK IS IN PROGRESS 6. PERMITTED WORKS SHALL BE CONSTRUCTED IN ACCORDANCE W IH 771E CITY SPECIFICARONS AND APPROVED PLANS, SUBJECT TO INSPECTION AND APPROVAL BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE CERTIFICATION FOR ALL MATERIALS AND WORK, INCLUDING COMPACTION IESTS, SHALL BE FURNISHED BY THE APPLICANT UPON REQUEST BY THE CITY INSPECTOR. PAYMENT FOR ANY COMPACTION 7ES77NG SHALL BE BY THE PERMITTEE. CERTIFICATION SHALL BE MADE BY A CERTIFIED 7ES77NG AGENCY OR FIRM ACCEPTABLE TO THE CITY. Z NO WORK WITHIN 774E PUBLIC RIGHT- OF-WAY IS PERMITTED ON SATURDAYS, SUNDAYS, OR HOLIDAYS ANY DEVIATION FROM THE WORK SCHEDULE PRESENTED IN THESE CONDITIONS MUST RECEIVE PRIOR, WRITTEN APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE ANY QUESTIONS REGARDING DAYS CITY HALL IS CLOSED, CALL (760) 633 -2770 OR THE CITY'S WEBSI7E AT WWW!CLENCINITASCA.US . 8. NO WORK ON ANY PUBLIC ROADWAY, EXCLUDING PRIME AR7ERIALS AND MAJOR ROADS, SHALL BE STARTED BEFORE 7.•30 A.M. OR CONTINUE AFTER 5:00 P.M. ON WEEKDAYS 9. NO WORK SHALL BEGIN BEFORE 9:00 A.M. OR CONTINUE AFTER 3: 00 P.M. ON PRIME ARTERIALS AND OTHER MAJOR ROADS, UNLESS AUTHORIZED ON THE PERMIT BY THE DIRECTOR OF ENGINEERING SERVICES ALL WORK DN PRIME ARTERIALS AND OTHER MAJOR ROADS, ALL AS SHOWN ON THE CIRCULATION ELEMENT OF THE CITY'S GENERAL PLAN, WILL REQUIRE A (RAMC CONTROL PLAN ACCEPTABLE TO 7HE CITY TRAFFIC ENGINEER WHOSE OFFICE CAN BE CONTACTED AT (760) 633 -2704. 10. 7HE ROADWAY SHALL BE CLEAN AND FREE OF ALL OBSTRUCTIONS AND COMPLETELY OPEN TO TRAFFIC AT THE END OF EACH WORKING DAY. (NO LATER THAN 3.00 P.M. ON MAJOR ROADS, DEFINED HEREIN.) 11. TWO -WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES MINIMUM TRAVEL LANE WID7H FOR MOTOR VEHICLES SHALL BE 12 FEET. IF STREET WIDTH PREVENTS MAINTAINING TWO -WAY TRAFFIC, PERMITTEE AND DIRECTOR OF ENGINEERING SERVICES SHALL AGREE ON AN ADEQUATE TRAFFIC CONTROL PLAN PRIOR TO STARTING WORK, WHICH SHALL INCLUDE THE USE OF A FULL-TIME FLAGMAN. 12. ALL EXCAVATIONS IN EXISTING PAVEMENT SHALL BE SAW CUT TO NEAT LINES AND AC REPLACEMENT SHALL BE MADE TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 13. OPEN TRENCH MUST BE BACKFILLED AND CAPPED WITH AT LEAST 2' OF COLD MIX ASPHALT LEVEL WITH ADJACENT PAVING OR METAL PLATED ACCORDING TO CITY SPECIFICATIONS DURING NON - WORKING HOURS THE EXISTING PAVEMENT SHALL BE PLANED AN 1 112- DEEP FOR METAL PLATES TO BE PLACED FLUSH WITH ADJACENT PAVING. COLD MIX ASPHALT RAMPS ON ALL (4) SIDES MUST BE MAINTAINED AND MUST OBTAIN APPROVAL BY THE INSPECTOR. 14. NATIVE MATERIAL MAY BE USED UPON APPROVAL OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE REFER TO THE CITY'S STANDARD DRAWING DATED MAY 31, 2013. 15. TWO SACK SAND - CEMENT SLURRY BACKFILL SHALL BE REQUIRED WHEN TUNNELING UNDER CURB AND GUTTER OR OTHER IMPROVEMENTS NOT DESIGNATED FOR REMOVAL. 16. TWO SACK SAND - CEMENT SLURRY MIX SHALL BE REQUIRED AS BACKFILL ON ALL LATERAL EXCAVATIONS WITHIN PRIME ARTERIALS, MAJOR ROADS AND COLLECTORS AS WELL AS ALL LOCATIONS WHERE THE INSPECTOR DEEMS THE NATIVE MATERIAL TO BE UNACCEPTABLE FOR USE AS BACKFILL. 17. CARE SHALL BE EXERCISED TO PREVENT WATER, SOIL AND DEBRIS FROM DEPOSITING IN GUTTERS, STREETS AND STORM DRAINS NO WASHING OUT OF MIXERS OR CONCRETE PUMPS WILL BE ALLOWED ON CITY STREETS VIOLATIONS WILL BE REFERRED FOR NPDES ENFORCEMENT AND PENALTIES 18. ANY ROADWAY STRIPING DAMAGED OR REMOVED DURING 7HE OPERATIONS OF THIS PERMIT SHALL BE MATCHED AND REPLACED BY THE APPLICANT USING THE LATEST EDITION OF STATE DEPARTMENT OF TRANSPORTATION SPECIFICATIONS FOR PAINT, ALL TO THE SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 19. ALL CONCRETE WORK SHALL BE TRANSIT MIXED AND CONFORM TO THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION, SECTION 201, AND BE APPROVED BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE. 20. TRENCHING FOR INSTALLATIONS ACROSS ANY INIERSEC71NG ROADWAY OPEN TO TRAFFIC SHALL BE PROGRESSIVE. NOT MORE 774AN HALF OF THE M07H OF A TRAVELED ROADWAY SHALL BE DISTURBED AT ONE TIME AND THE REMAINING WIDTH SHALL BE KEPT OPEN TO TRAFFIC BY BRIDGING OR BACKFILLING. 21. WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW ALL PIPES AND CONDUITS LAID PARALLEL TO THE ROADWAY SHALL BE PLACED AT LEAST FIVE (5) FEET FROM THE EDGE OF THE PAVEMENT OR GRADED TRAVELED ROADWAY, UNLESS a 07HERMSE AUTHORIZED IN WRITING BY 7HE DIRECTOR OF ENGINEERING SERVICES THE SHALLOWEST PORTION OF ANY PIPELINE OR OTHER FACILITY SHALL BE INSTALLED NOT LESS 774AN THIRTY (30) INCHES BELOW THE ROADWAY SURFACE N 21(A). WHERE STREET DIMENSIONS AND STATE DEPARTMENT OF HEALTH SERVICES REGULATIONS ALLOW, ALL PIPES AND CONDUITS LAID PARALLEL TO EXISTING UTILITIES SHALL o MAINTAIN A MINIMUM SEPARATION OF THREE (3) FEET MEASURED FROM 7HE NEAREST EDGE OF THE FACILITY. ANY DEWA77ON FROM 714IS REQUIREMENT IS NOT ALLOWED UNLESS APPROVED o BY THE DIRECTOR OF ENGINEERING SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE J i o_ N CHANGE NO. DESCRIPTION APPROVED DATE BENCI AS -BUILT _,1.1 E CITY OF ENCINITAS GPS ENC -21) ON THE CENTEF AT A BEGINNING OF CUF OF WILLOW SPRINGS DF o SURVEY CONTROL NETV STAMPED "RCE 9416." T ELEVATION IS 264.32 NA) GENERAL NOTES (CONT.) SHEET INDEX 22. ALL EXCAVATED MATERIAL SHALL BE CAST AWAY FROM 771E IMPROVED PORTION OF THE HIGHWAY. AFTER THE WORK HAS BEEN COMPLETED, ALL EXCESS MATERIAL, INCLUDING TRENCH SPOILS, SHALL BE SIGN REMOVED FROM THE RIGHT -OF -WAY. 774E ROADWAY SHALL BE LEFT IN NEAT AND ORDERLY CONDITION. SHEET NO. DESCRIP71ON 23. ALL ROADSIDE DRAINAGE DITCHES SHALL BE RESTORED TO TRUE GRADES AND THE INTAKE AND 1 TITLE SHEET OUTLET ENDS AT ALL CULVERTS SHALL BE LEFT FREE FROM ALL EXCESS MATERIALS AND DEBRIS. 2 IMPROVEMENT PLAN 24. ALL APPROACHES TO PRIVATE DRIVEWAYS AND INTERSECTING ROADS AND STREETS SHALL BE KEPT 3 DETAIL SHEET OPEN TO TRAFFIC AT ALL TIMES; UNLESS OTHERWISE APPROVED BY THE DIRECTOR OF ENGINEERING 4 ON -SIZE B1ORE7EN770N BASIN SERVICES 5 -8 STRUCTURAL DETAILS 9 EROSION CONTROL PLAN 25. CLAY AND EARTH WHICH ADHERE TO THE PAVED SURFACE OF 774E ROADWAY SHALL BE REMOVED BY HAND SCRAPING, WASHING AND SWEEPING, OR BY ANY 07HER METHOD WHICH WILL LEAVE A CLEAN NON -SKID SURFACE WITHOUT IMPAIRING, INJURING OR LOOSENING THE SURFACE 26. PERMITTEE SHALL COMPLY NTH ANY AND ALL DIRECTIVES ISSUED BY THE DIRECTOR OF ENGINEERING LEGEND SERVICES OR HIS DULY AUTHORIZED REPRESENTATIVE IN ORDER TO PREVENT DUST OR OTHER MATERIALS FROM BECOMING A NUISANCE OR ANNOYANCE ITEM 27. TEMPORARY PATCHING OF TRENCH IS REQUIRED ON LATERAL CUTS IN SURFACED STREETS EXISTING IMPROVEMENTS IMMEDIATELY AFTER BACKFILLING. AFTER COMPLETION OF THE REFILLING AND COMPACTING OF 774E EXISTING RIGHT -OF -WAY LINE BACKRLL MATERIAL IN THE EXCAVATION, ALL AS SPECIFIED IN THE STANDARD DRAWING DATED MAY 3l, .............................. 2013, AND THE REMOVAL OF OBSTRUCTION(S), THE PERMIT7EE SHALL PROMPTLY REPLACE WI7H EXISTING CURB & GUTTER .................................. TEMPORARY OR PERMANENT PATCHING MATERIAL, OR REPAIR ANY PORTION OF THE HIGHWAY SURFACE REMOVED OR DAMAGED BY 7HE EXCAVA770N, OBSTRUCTION, OR CONSTRUCTION OPERATIONS, ALL TO 7HE EXIS77NG BUILDING LINE ...... ............................... SATISFACTION OF THE DIRECTOR OF ENGINEERING SERVICES, AND AS SPECIFIED ELSEWHERE HEREIN. THE DIRECTOR OF ENGINEERING SERVICES MAY AT HIS OPTION, ELECT TO DO THE SURFACING OR REPAIRING EX /STING FENCE ............. ............................... . HIMSELF IN SUCH CASE, THE PERMITTEE SHALL BEAR THE COST OF SUCH WORK. 7EMPORARY PATCHING EXISTING CONTOUR .............................. I .......... . MATERIAL MAY BE LEFT IN PLACE FOR UP TO 30 DAYS, BUT MUST BE CONTINUALLY MAINTAINED. POSTING SPOT ELEVATION .... ............................... 28. WHERE THE PAVEMENT, EXCEPT PORTLAND CONCRETE CEMENT PAVEMENT, OR 07HER TYPE OF SURFACE HAS BEEN REMOVED BY OTHERS, THE PERMI77EE SHALL REPLACE IT WITH A STANDARD REPAIR EXISTING STORM DRAIN ..... ............................... . OF FOUR (4) INCHES AC OVER APPROVED BACKFILL OR REPAIR SECTION SHALL BE ONE (1) INCH AC EXISTING CURB INLET ....................................... GREATER THAN EXIS77NG STRUCTURAL SECTION, WHICHEVER IS GREATER. REFER TO THE MOST CURRENT STANDARD DRAWING REPAIRS TO PCC PAVEMENT SHALL BE MADE PURSUANT TO 774E SPECIFICATIONS OF PROPOSED IMPROVEMENTS STD. DWG. THE ASSIGNED ENGINEERING INSPECTOR. 29. IF AFTER 7HE REFILLING OF AN EXCAVATION, THE PERMITTEE FAILS OR REFUSES TO RESURFACE OR PROPOSED CURB AND GU77ER . ......... G- 2 ................ REPAIR THAT PORTION OF THE SURFACE OF THE ROADWAY DAMAGED BY HIM, OR IF THE DIRECTOR OF PROPOSED SAWCUT LINE .................................... ENGINEERING SERVICES HAS ELECTED TO DO SUCH RESURFACING OR REPAIRING, THE DIRECTOR OF PROPOSED RETAINING WALL ENGINEERING SERVICES SHALL CAUSE THE REPAIR TO OCCUR, AND THE PERMITTEE SHALL BE CHARGED . ............................... . WITH THE COST THEREOF COMPUTED BY THE DIRECTOR OF ENGINEERING SERVICES PROPOSED CONCRETE DITCH........... D -75 ............ . 30. WHEN SHORING IS REQUIRED, AN ENGINEERED DETAIL DRAWING WILL BE REQUIRED FOR APPROVAL BY PROPOSED CONTOUR ........ ............................... . THE DIRECTOR OF ENGINEERING SERVICES ALL OSHA REGULATIONS SHALL BE MET. PROPOSED DAYLIGHT LINE ... ............................... . 31. ALL DIRECTIONAL BORES SHALL BE SUBJECT TO APPROVAL OF THE METHOD IN 7HE FIELD BY 7HE PROPOSED FLOW LINE ELEVATION .......................... ­- ASSIGNED ENGINEERING INSPECTOR, AC71NG AS THE DULY AUTHORIZED AGENT OF THE DIRECTOR OF PROPOSED TOP OF CURB ELEVATION ENGINEERING SERVICES A THOROUGH EXAMINATION OF THE SUBSURFACE CONDITIONS IS A PREREQUISITE. ...................... . THE APPLICANT SHALL IDENTIFY THE BORE METHOD ON THE PERMIT APPLICATION EITHER AS AUGER, PROPOSED FINISH GRADE ELEVATION ...................... HAMMER, HYDRAULIC, ETC, AND SHOW THE BORE P17S GROU77NG AND INTERMEDIATE BORE PITS MAY BE . REQUIRED. PROPOSED STORM DRAIN ..... ............................... PROPOSED CONCRETE SIDEWALK G-7 32 ALL SUBSURFACE UTILITIES SHALL BE ACCURATELY SHOWN ON THE IMPROVEMENT PLAN FOR THOSE . ...... . ............. . EXCAVATIONS IN EXCESS OF 250 LINEAR FEET, TRAVERSING SIGNALIZED INTERSECTIONS, CROSSING PROPOSED A.C. PAVING (DETAIL 3 /SHEET 3) INTERCONNECT WIRES, OR OTHERWISE WHERE THE DIRECTOR OF ENGINEERING SERVICES HAS A SPECIAL ............. . CONCERN. PROPOSED GRIND AND OVERLAY 33. PAVEMENT CUTS IN STREETS REHABILITATED OR NEWLY CONSTRUCTED WE7HIN THE PAST TWO YEARS SHALL BE CATEGORICALLY DENIED. NOTIFICATIONS SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LA7ERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2 REVIEW OF THIS PLAN BY SAN DIEGUITO WA7ER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON - EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. J. ALL EXIS77NG FACILITIES, WHICH MAY AFFECT FINAL DESIGN, LE, LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT ALL AFFECTED WATER FACIL177ES MUST MEET CURRENT W47ER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, THEN 771EY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 1S REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WA7ER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WNTH THIS LAW, 774E DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED W17H CATHODIC PR07EC71ON IN ACCORDANCE WITH WC -17 OR WC -18. NO. 1021 (STA. NAME OF VILLAGE PARK WAY 340 FEET SOUTHWEST PER CITY OF ENCINITAS 4.2.5" BRASS DISC Underground Service Alert CALL TOLL FREE 1 -800 422 -41. SCALE I SPECIAL DISTRICT APPROVAL HORIZONTAL: NOTED VERTICAL: NOTED SAN DIEGUITO UNION HIGH SCHOOL DISTRICT 710 ENCINITAS BLVD. ENCINITAS, CA 92024 (760) 753 -6491 SITE ADDRESS 675 BALOUR DR. ENCINITAS, CA 92024 APN. 259-J20-04, 259 - 181 -01 LEGAL DESCRIPTION APN 259 - 320 -04 THE SOUTH QUARTER OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF 7HE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. APN 259 - 181 -01 THE NOR774 HALF OF 774E NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 14, TOWNSHIP 13 SOUTH, RANGE 4 WEST, SB.M. EXCEPTING THEREFROM THE SOUTH QUARTER 774EREOF AS CONVEYED 70 7HOMAS J. VAN DERSLICE, SR., ET UX, BY DEED DATED DECEMBER 2, 1946, RECORDED IN BOOK 2293, PAGE 377 OF OFFICIAL RECORDS OF SAN DIEGO COUNTY. SYMBOL ALL BEING IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. - _x _x _x 410- -_ / x zoo.ao b b b 345 - -III ° - 4.345.50 IC 6345.00 FL e 346.00 TW s� I 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON 7HESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT 174E WORK SITE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR WRIFICA71ON AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK- A. SEWERS - CSD - (760) -633 -2770 B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMUNICA71ONS- (760)- 806 - 9809 X -2233 2. CONTRACTOR SHALL N077FY 7HE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON 7HIS PROJECT. PHONE.. (760)- 633 -2770. 3. 7HE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION PHONE. (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA TOTAL AREA OF NEW AND /OR REPLACED IMPERVIOUS SURFACE 14,700 SF AS -BUILT ENC-INEER OF WORK 4 BRADLEY D. SAGER, RCEC0545(oY FIELD OPERATIONS DATE PLANS PREPARED UNDER SUPERVISION OF DATE: (o/S iJ R.C.E. NO.: C054564 adley D. Sager EXP.: 12 -2015 DATE C-XP. 12 -2017 PLANNING AND BUILDING OWNER'S CERTIFICATE VICINITY MAP NO SCALE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GR`A^DIING( AC71W T�YnANDDAADVISE ON THE COMPACTION AND STABILITY OF THE SITE. SIGNATURE.- V "� �V `� DATE- I RICK SCHMITT, SUPERINTENDENT FOR SAN DIEGUITO UNION HIGH SCHOOL DISTRICT SOILS ENGINEER'S CERTIFICATE 1, RAUL GARCIA, A REGISTERED CIVIL ENGINEER IN 7HE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND S7UDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON AUGUST 26, 2013. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO IHE OFFICE OF THE CITY ENGINEER. FUR771ERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR 7H/S PROJECT HAVE BEEN / NCORPORA7ED IN THE GRADING PLANS AND SPECIFICATIONS SIGNED: Ada ;2 aMd6eL 6E R8E Na: 2842 EXP. DATE. 3 2 JOB Ilt 61571 -42 -Ql GEOCON INCORPORATED 6960 FLANDERS DRIVE SAN DIEGO, CA 92121 (858) 558 -6900 STATEMENT OF ENGINEER OF WORK 7HE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF 774E ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN 17S CAPACITY AS A PUBLIC EN71TY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DEIERMINA71ON BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE 7HE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND 17S OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF 774E ENGINEER AND HIS/HER AGENTS OR EMPLOYEES AC71NG WITHIN 714E COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. DA SIGNATURE.• & /Z¢ //� o9ROFESS /OH 7E: 0 BRADLEY D. SAGER H ¢' LATITUDE o. C054564 TUDE 33 PLANNING AND ENGINEERING Exp. 12 -2015 9968 HIBERT STREET, SECOND FLOOR SAN DIEGO, CA 92131 (858) 751 -0633 sr C /VIA RCE EXPIRES 1213112015 OF CAL\E� latitude PLANNING & ENGINEERING Hbotsp it 2k*FlmxSmD1e%CAWM Talwam m <- t * AA DATE SIGN i PATE ENGINEERING DIVISION APPROVALS RECOMMENDED APP V . L ,,,i A MASIH MAHER GLENN PRUIM 7/ I /1 7�9 /rs DATE s DATE BMP PROJECT STATUS PRIORITY - HMP STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY OWNER IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES' RECORDED ON ,SLILY % AS DOC. #: 201r -o 35-yyS8 DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT izz "te AC_ 9_1S SIGN DATE CITY OF ENCINITAS - PUBLIC WORKS DEPARTME - IMPROVEMENT PLAN FOR: BALOUR DRIVE WIDENING SAN DIEGUITO UNION HIGH SCHOOL DISTRICT PLANNING CASE NO: /y -;110 Cdp APN 259-320-04,259-181-01 DRAWING NO. 12281 -1 EET 1 OF 9 .� W 7-3 3 w 0 M J t0 LL O z L z r` 0 0 � w w�Q w N LL � rn UQ of Moo w w0 oCOwI =gin <(0 z Co J m U) PROPOSED TYPE B BROW DITCH PER SDRSD D -75 J = 12" MAX. DECORA77VE CAP PROPOSED 6' HIGH MAX. RETAINING WALL SEE SHEETS 5 -8 FOR DETAIL, TW AND H PER TABLE PROPOSED 8' CONCRETE WALK PER SDRSD G -7 PROPOSED 6" CURB AND GUTTER TYPE G PER SDRSD G -2 PROPOSED 4" A.C. OVER 8" CLASS II BASE EX. A.C. BERM TO BE REMOVED SAWCUT LINE GRIND AND OVERLAY PER DETAIL 4 1SHEET 3 EX. PAVEMENT -\ 115X EX. FENCE PROVIDE 3' BENCH SLOPE-i Yrr-- WATERPROOFING PER GE07ECHNICAL REPORT PERFORATED SUBDRAIN PER GEOTECHNICAL REPORT PROFILE: TOP OF CURB SCALE: HORIZ. I" = 20' VERT. 1* = 4' PROPOSED TYPE B BROW DITCH PER SDRSD D -75 CL J = 12" MAX. R W DECORA71VE CAP I PROPOSED 6' HIGH MAX. RETAINING WALL I SEE SHEETS 5 -8 FOR DETAIL, TW AND H PER TABLE i EX. KEYSTONE WALL TO BE REMOVED EX. FENCE i PROPOSED 8' CONCRETE WALK PER SDRSD G -7 EX. SLOPE i REPLACE EX. A.C. BERM WITH , 6" CURB AND GUTTER TYPE G PER SDRSD G -2 , PROPOSED 4" A.C. OVER 8" CLASS II BASE J - SAWCUT LINE WATERPROOFING PER ' EX PAVEMENT GRIND AND OVERLAY It, H _ GE07ECHNICAL REPORT PERFORATED SUBDRAIN R DETAIL E, SHEET 3 1.5% I- PER GE07ECHNICAL -_ -- '~ t_S REPORT SECTION A -A ' i-4- z SECTION B -B NO SCALE U w to } I k LIS Q. oc NO SCALE ul ^ I pp vS M I.. Ina m j... � N W �rn OO IW� -oa -;rte,, I LOT UNE N Wtt65'_jZM °o �Wpalu °i`Q2w a5c`°nW <N WOWS LU WUQ" Z LLJ rn .pm °°� 13 3, + Qw N O.o"¢�O� n O a �ca0)<m Wp -� -- .,a 0o O 1.° 6z O N I� OwS�I O -,,, Q^ -`Z.i 1�0,^ ��Q- W�-j��- �._v.,., U � W ° I J �� U204`"1 a �Nmtu� mrr3im2UFZ 4xr®Q° too p 2 W '.LJU O ..'r W XO co m____. - ^...,_ to 4.._._ ,..�... --..�. ....� N � o+i 2 2 4, W + ¢ ° V C5 2 O °$ 2 p ti Z 9 q n rWp '�Jh� V ma� O _.._® c -- QOl�too (6 C WQ�Q.��w 2 X}'v V ~'< °5I- , oZo CL ry o U ( ti �, a ti - to w p c ti t� °. ! I^°.b.Z_ U Q I O v O Q 2 to 0 °'" O O Q W 3 a J U Q �3 L U _" N N O� � n U w Z / U Vpj k a _., O r,,,, k 0; �2* - OW U} UQ �` \ \�3' y. U I O ° / O wa W�pOp 4.° U' Y v W 2 to R� ���._O N `�� h O Ui h to O W W V 2 N 4 Q O {� I p 0 4 0 5 ttl Z 6 d co o U U W �' + \ "' ° g s v nm ° .. -. __ m tr k �, -.___ r. 3 o U mom,. \� z �a Co m l M �`� oo5��uwQ m Q. Lk �� Z a (� W ir�VWi�wt 2 C-) W Q O y §. B -3o QQ = - D tJ�1mQ Z W _8 -�3 g �� 10 11 m 12 -� 3o w _j J ` - -- I Q Q W I ¢ EX. (GAS) _ „ 2 " ' °� 343 �_ � -° a--- a� NU2 `l W B W� X47 _ 4.4 Q ¢ - SAWCUT UNE -- - ... zn _ ;s W 2 A.C. PER DETAIL 3 SHEET 3 M yV -- - _ - _ - - - - - m _ -W - w _ _ _ _ SAWCUT LINE - W o `� 8 +00 (8" ACP WATER) W A.C. PER DETAIL 3 /SHEET 3- - m PROTECT EX. 5 Rw Rw 9 +0 Rw 10 +00- u M 10 +50 30 °_ WATER LINE PR07ECT EX. - M _-_ U__ _ -- Rw (12 R�ACP WATER)H PRO7ECT EX. 12 WATER LINE -- RW - - - - -- 8" WATER LINE apnTCf1r ry 72 -- RECLAIMED -°X WATER LINE W t'd LAj -- ti R/W O �3 M O rn �� atitude c-�� . PLANNING & ENGINEERING a 9968 Hibert Street 2nitl Floor, San Diego, CA 92131 TW 858.751.0633 o_ v 12 CHANGE NO.1 DES, AS -BUILT 0 L i 0 0 2, v CWiW� W N �O I �Q a O� rn it ocis W O x O U :z- Q N Lj LQ ro j Ot ti = + W WO U � <o Q. LL �a h O qj o� 3 EXIS77NG OAK CREST MIDDLE SCHOOL FIELD R/W RETAINING WALL CONS7RUCAON TABLE NO. STATION /OFFSET TW IF I FS H Ui NOT USED O 7 +g1.62, 40.83' LT 347.78 344.45 345.43 _ 2.35' O3 8 +00.00, 39.31' LT 347.78 344.45 345.19 2.59' ® 8 +01.25, 39.09' LT 348.45 344.45 345.17 3.28' U5 8 +10.43, 37.43' LT 349.12 344.45 344.98 4.14' © 8 +31.43, 33.63' LT 349.78 343.78 344.59 5.19' 7D 8 +50.00, 30.27' LT 349.78 343.78 344.37 5.41' ® 8 +89.71, 29.00' LT 349.78 343.12 34380 5.98' O 9 +00.00, 29.00' LT 349.12 343.12 343.63 5.49' 10 9 +50.00, 29.00' LT 349.12 342.45 34317 5.95' 11 9 +68.53; 29.00' LT 349.12 34245 343.12 6.00' 12 10 +00.00, 29.00' LT 348.45 342.45 343.02 5.43' 13 10 +50.00, 29.00' LT 348.45 341.78 342.87 5.58' 14 11 +00.00, 29.00' LT 348.45 341.78 342.67 5.78' 15 11 +35.19, 29.00' LT 348.45 341.78 342.45 6.00' SD - r, A RETAINING WALL CONS7RUC7ION TABLE NO. STA77ON /OFFSET TW IF FS H- @ 11 +50.00, 29.00' LT 347.78 341.78 342.31 5.47 17 12 +00.00, 29.00' LT 347.78 341.12 341.84 5.94' 18 12 +05.86, 29.00' LT 347.78 341.11 341.79 5.99' 19 12 +50.00, 29.00' LT 347.12 340.451 341.50 5.62' 20 13 +00.00, 29.00' LT 347.12 340.45 341.36 5.76' 21 13 +50.00, 29.00' LT 347.12 340.45 341.21 5.91' © 13 +89.84, 30.06' LT 34Z 12 340.45 341.09 6.00' ©3 13 +92.51, 30.14' LT 345.78 340.45 341.08 4.70' 24 13+95.17, 30.22' LT 344.45 304.45 341.07 3.38' 25 13 +96.51, 30.26' LT 1343.12 1340.45134107 2.05' NOTE.- TW = TOP OF WALL (HIGH SIDE OF S7EP) IF = TOP OF F007ING FS = FINISHED SURFACE (BACK OF WALK) H = RETAINING WALL EXPOSED HEIGHT O Z °rye 00W.i Ca 2 LR p Cr N m W ti -... -w C'14 00 p W O * CC) 1 V t%14W,twiylY 4�O ti� 30 O ai W N .N U- - O-.__ L of CURB DATA N0. 1 DELTA OR BRG. RADIUS(ft) LENGTH(ft) REMARKS I N19 49'35 "E - - - -- 74.83 6" CURB AND GUTTER TYPE G 2 1032'46" 100.00 18.41 " 3 N017649 "E - - - -- 487.80 " 4 N0026'10 "W - - - -- 42.12 " 5 N0140'24 "E I - - - -- 7.78 " NOTE.• ALL PRIVATES STORM DRAIN PIPES, INLETS, OUTLETS, AND BROW DITCHES BUILT IN THE PUBLIC RIGHT -OF -WAY TO BE MAINTAINED BY SAN DIEGUITO UNION HIGH SCHOOL DISTRICT PER ENCROACHMENT MAIN NANCE AND REMOVAL COVENANT DOC II5 IS- RECORDED ON 7- 7 -/ o3,S4414 NOTE. • CONTRACTOR TO RELOCATE CITY SIGNS AS SHOWN ON PLAN. NOTE. ALL STRIPING TO BE THERMOPLAS71C. CIO N _ a p - ----_® _ r ► « ACP WATER) �` w w v -� M - R/W - - - - - - oa a� �-ly" w i' M 3� O � C5 I -f o- R+ PER DETAIL 4 /SHEET 3 Q a o- a o Q O M Q p W act g r(f �I . -. W .W 2�' _ .... (q�,._2 ap o �V RW J, ®®- y � . R jj . L o L4j N 0 N O W �'�/ O tpn vwi �c Cti to U2 W U U g O 00 -_°' a�WE �_ -- - -R/W -..�� er WC �x -�- �+' W �V ti p" i c t� it w cc N CL W' �W° - -- O O �tnva v 2 W ti, 2 II WOQU I a O I - -� w� t�0- i I o s W � W !. II LLJ O X 00 j!�� 9' W� O i Q= W O�ti O�� a ti \ N ' wNLL OyWW ff OCL Z VOC; =2 Q`�W N W^ O E;3 �rn !QLd U 11 J O Q. I M{- Cl) ID g fjj tOj O � ty�Z N O t6 ? pm_O n a I Jj Jo z� to +2 F00o- 0 10 20 40 60 ti Z �-A ( IN FEET ) 1 inch = 20 ft. APPROVED DATE BENCHMARK SCALE 1 ' CITY OF ENCINITAS GPS PNT INO.1021 (STA. NAME ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE, F ER CITY OF ENCINITAS SURVEY CONTROL NETWORK, 2.5" BRASS DISC VERTICAL: NOTED STAMPED "RCE 9416." ELEVATION IS 264.32 NAVD88 PLAN: BALOUR DRIVE SCALE.- 1 " = 20' SPECIAL DISTRICT APPROVAL L HEBIDS BY: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DATE: 6/2-4//57 Underground Service Alert mUMMINS CALL TOIL FREE 1 -800 422 -413 M WOUR ms mm mu CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ENT PLAN FOR: BALOUR DRIVE WIDENING 12281-1 @j x K) R.C.E. NO.: C054564 MASIH AHER GLENN PRUIM SAN DIEGUTTO UNION HIGH SCHOOL DISTRICT '' radley D. Sager EXP.: 12 -2015 DATE A 4 L _ DA- /'9 //s I PLANNING CASE NO: 14 -210 CDP APN 259 - 320 -04, 259- 181 -01 SHEET 2 OF 9 v W C Chi N W 0- C U CIO N _ a p - ----_® _ r ► « ACP WATER) �` w w v -� M - R/W - - - - - - oa a� �-ly" w i' M 3� O � C5 I -f o- R+ PER DETAIL 4 /SHEET 3 Q a o- a o Q O M Q p W act g r(f �I . -. W .W 2�' _ .... (q�,._2 ap o �V RW J, ®®- y � . R jj . L o L4j N 0 N O W �'�/ O tpn vwi �c Cti to U2 W U U g O 00 -_°' a�WE �_ -- - -R/W -..�� er WC �x -�- �+' W �V ti p" i c t� it w cc N CL W' �W° - -- O O �tnva v 2 W ti, 2 II WOQU I a O I - -� w� t�0- i I o s W � W !. II LLJ O X 00 j!�� 9' W� O i Q= W O�ti O�� a ti \ N ' wNLL OyWW ff OCL Z VOC; =2 Q`�W N W^ O E;3 �rn !QLd U 11 J O Q. I M{- Cl) ID g fjj tOj O � ty�Z N O t6 ? pm_O n a I Jj Jo z� to +2 F00o- 0 10 20 40 60 ti Z �-A ( IN FEET ) 1 inch = 20 ft. APPROVED DATE BENCHMARK SCALE 1 ' CITY OF ENCINITAS GPS PNT INO.1021 (STA. NAME ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE, F ER CITY OF ENCINITAS SURVEY CONTROL NETWORK, 2.5" BRASS DISC VERTICAL: NOTED STAMPED "RCE 9416." ELEVATION IS 264.32 NAVD88 PLAN: BALOUR DRIVE SCALE.- 1 " = 20' SPECIAL DISTRICT APPROVAL L HEBIDS BY: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DATE: 6/2-4//57 Underground Service Alert mUMMINS CALL TOIL FREE 1 -800 422 -413 M WOUR ms mm mu CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ENT PLAN FOR: BALOUR DRIVE WIDENING 12281-1 @j x K) R.C.E. NO.: C054564 MASIH AHER GLENN PRUIM SAN DIEGUTTO UNION HIGH SCHOOL DISTRICT '' radley D. Sager EXP.: 12 -2015 DATE A 4 L _ DA- /'9 //s I PLANNING CASE NO: 14 -210 CDP APN 259 - 320 -04, 259- 181 -01 SHEET 2 OF 9 o � Cj g W ° p C U w m a b) N o J t �N + z n U� m O ®OU h 2 ULU 1 M p zn�� m U--V 4 CIO N _ a p - ----_® _ r ► « ACP WATER) �` w w v -� M - R/W - - - - - - oa a� �-ly" w i' M 3� O � C5 I -f o- R+ PER DETAIL 4 /SHEET 3 Q a o- a o Q O M Q p W act g r(f �I . -. W .W 2�' _ .... (q�,._2 ap o �V RW J, ®®- y � . R jj . L o L4j N 0 N O W �'�/ O tpn vwi �c Cti to U2 W U U g O 00 -_°' a�WE �_ -- - -R/W -..�� er WC �x -�- �+' W �V ti p" i c t� it w cc N CL W' �W° - -- O O �tnva v 2 W ti, 2 II WOQU I a O I - -� w� t�0- i I o s W � W !. II LLJ O X 00 j!�� 9' W� O i Q= W O�ti O�� a ti \ N ' wNLL OyWW ff OCL Z VOC; =2 Q`�W N W^ O E;3 �rn !QLd U 11 J O Q. I M{- Cl) ID g fjj tOj O � ty�Z N O t6 ? pm_O n a I Jj Jo z� to +2 F00o- 0 10 20 40 60 ti Z �-A ( IN FEET ) 1 inch = 20 ft. APPROVED DATE BENCHMARK SCALE 1 ' CITY OF ENCINITAS GPS PNT INO.1021 (STA. NAME ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE, F ER CITY OF ENCINITAS SURVEY CONTROL NETWORK, 2.5" BRASS DISC VERTICAL: NOTED STAMPED "RCE 9416." ELEVATION IS 264.32 NAVD88 PLAN: BALOUR DRIVE SCALE.- 1 " = 20' SPECIAL DISTRICT APPROVAL L HEBIDS BY: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DATE: 6/2-4//57 Underground Service Alert mUMMINS CALL TOIL FREE 1 -800 422 -413 M WOUR ms mm mu CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ENT PLAN FOR: BALOUR DRIVE WIDENING 12281-1 @j x K) R.C.E. NO.: C054564 MASIH AHER GLENN PRUIM SAN DIEGUTTO UNION HIGH SCHOOL DISTRICT '' radley D. Sager EXP.: 12 -2015 DATE A 4 L _ DA- /'9 //s I PLANNING CASE NO: 14 -210 CDP APN 259 - 320 -04, 259- 181 -01 SHEET 2 OF 9 Cj C U N o I + n U� E.. N W N � ti r_ CIO N _ a p - ----_® _ r ► « ACP WATER) �` w w v -� M - R/W - - - - - - oa a� �-ly" w i' M 3� O � C5 I -f o- R+ PER DETAIL 4 /SHEET 3 Q a o- a o Q O M Q p W act g r(f �I . -. W .W 2�' _ .... (q�,._2 ap o �V RW J, ®®- y � . R jj . L o L4j N 0 N O W �'�/ O tpn vwi �c Cti to U2 W U U g O 00 -_°' a�WE �_ -- - -R/W -..�� er WC �x -�- �+' W �V ti p" i c t� it w cc N CL W' �W° - -- O O �tnva v 2 W ti, 2 II WOQU I a O I - -� w� t�0- i I o s W � W !. II LLJ O X 00 j!�� 9' W� O i Q= W O�ti O�� a ti \ N ' wNLL OyWW ff OCL Z VOC; =2 Q`�W N W^ O E;3 �rn !QLd U 11 J O Q. I M{- Cl) ID g fjj tOj O � ty�Z N O t6 ? pm_O n a I Jj Jo z� to +2 F00o- 0 10 20 40 60 ti Z �-A ( IN FEET ) 1 inch = 20 ft. APPROVED DATE BENCHMARK SCALE 1 ' CITY OF ENCINITAS GPS PNT INO.1021 (STA. NAME ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE, F ER CITY OF ENCINITAS SURVEY CONTROL NETWORK, 2.5" BRASS DISC VERTICAL: NOTED STAMPED "RCE 9416." ELEVATION IS 264.32 NAVD88 PLAN: BALOUR DRIVE SCALE.- 1 " = 20' SPECIAL DISTRICT APPROVAL L HEBIDS BY: ENGINEERING DIVISION APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP DATE: 6/2-4//57 Underground Service Alert mUMMINS CALL TOIL FREE 1 -800 422 -413 M WOUR ms mm mu CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ENT PLAN FOR: BALOUR DRIVE WIDENING 12281-1 @j x K) R.C.E. NO.: C054564 MASIH AHER GLENN PRUIM SAN DIEGUTTO UNION HIGH SCHOOL DISTRICT '' radley D. Sager EXP.: 12 -2015 DATE A 4 L _ DA- /'9 //s I PLANNING CASE NO: 14 -210 CDP APN 259 - 320 -04, 259- 181 -01 SHEET 2 OF 9 F14 T !ij 4" A.C. 80 CLASS I A.C. PAVEMENT SECTION 0 0EO gi h, latitude[M 0 PLANNING & ENGINEERING 9968 Hibert Street ;?� Floor, Son Diego, CA 92131 Tel 858.751.0833 CHANGE NO. DESCRIPTION AS-BUILT A &J=tv= 03e I 0 0 Fj 3K 12" HDPE i MUB.) A T 1, P� I /211 C, C14& 1- 5' MA TC7EXIS77NO Z � IMPROVEMENTS STATION 12+49.36 $CALF HORIZ 1* = 20' VfRT, 1' ,= 4' INSTALL i INSTALL 60 --7 ,34. 15 345.651 J4k12 TC NT6-277L '--�' .......... 346.61 TC 346.11 FL 346.01 J4651 TC I STATION 12+49.36 SCALE: HORIZ I" = 201' VERT. 1'.= 4' u1i ; FL 146* YELLOW DETECTABLE WARNING ALE PER SDRSD D-30 AND CBC IX�,Uu /-J INSTALL ADA COMPLIANT CURB RAMP PER SDRSD G-27 (0.6)X 345 5 FL MATCH EXIS71NG �--IMPROVEMENTS _-------- - - - - -- Lo. 5)z o PEDESTRIAN RAMP AT CURB RETURN DETAIL SAWCUT LINE---,� f--18- - EX. A.C. PAVEMENT-J I I \—NEW A.C. PAVEMENT 20X18" GRIND GRIND AND OVERLAY DETAIL APPROVED DATE BENCHMARK SCALE CITY OF ENCINITAS GPS PNT NO. 1021 (STA. NAME ENC-21) ON THE CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED STAMPED "RCE 9416." ELEVATION IVN IS 264.32 NAVD88. OAKCREST PARK DR/W CURB RETURN ALE, HORIZ. 1* = 20' VERT, 10,= MATCH 0 J45 80 FL 5 0 46.28 7 3 35. 45.78 FL M CURB RETURN ALE.* HORIZ 1' = 20' VER T . 1' = 6' CURB I I - I INSTALL ADA COMPUANT----r—.— jr, �CURB RAMP PER SDRSD G-27 \ I/ 1 00 0 U 0 000 YELLOW DETECTABLE WARNING I 0000000 PER SDRSD D-JO AND CBC 000000000 000 0 J45&Z TC _A� 'C — ~ s. 34537 FL --I . 34581 TC z� 5 x Gam` —""' i T Df1D MATCH EXIST JM5,�4 FL 345.59 7C *1 345.09 FL IMPROVEMENTS Ut,Dlt�NtU bY: 1 UKAM BY: 1 C H EC L'� I SPECIAL DISTRICT APPROVAL BIDS eDESD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION QF RECOMMENDED APPR90(yEJV IMPROVEMENT PLAN FOR: DATE: AA :L BALOUR DRIVE WIDENING R.C.E. NO.: C054564 MASIH MAHER GLENN PRUIM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT DATE 'Bradley D. Sager' EXP.: 12-2015 F3.1 1 S DATE PLANNING CASE NO: 14-210 CDP APN 259-320-04, 259 - 181 -01 I 0 0 10 51 LL 0 9 1 z 0 co W LO CD hi x 10 < W I LL cli co l— C20 M W W (D LU 0 9 0 ca LU I LO (o co z co Ja) < LO a) C6 co Underground Service Alert cummimm CAM TOIL FREE 1-800 422-413 110n 11=1 awm DRAWING NO. 12281-1 SHEET 3 OF 9 mmomr-WINE �—' - ----- ----- ----- ----- -- STATION 9+52.27 . ... . . ............ ...... . . 4CAL�E: 20 ---- ------ ----- --- - - - ----- ----------- TT. - --------- ----- DENOUSH PORTION OF KEYSTONE WALL tk CUT EXISTING E WALL AT 72 APPMR M PAP, Y' PT I 3LI5,7q Tw 3117.12 STA 13+q7. I 30.30 LT 343.79 71V 12', "rm 1.07 7 ' 51 z .9 L---- YELLOW DEIECIABLE WARNING ALE 000 0 0 -00 0 0 0 PER SDRSD D-JO AND CBC 340.48 FS 00 00 0 0 U 0 0 -o .0- v t0.9 . j4a.4 J III 4" A.C. 80 CLASS I A.C. PAVEMENT SECTION 0 0EO gi h, latitude[M 0 PLANNING & ENGINEERING 9968 Hibert Street ;?� Floor, Son Diego, CA 92131 Tel 858.751.0833 CHANGE NO. DESCRIPTION AS-BUILT A &J=tv= 03e I 0 0 Fj 3K 12" HDPE i MUB.) A T 1, P� I /211 C, C14& 1- 5' MA TC7EXIS77NO Z � IMPROVEMENTS STATION 12+49.36 $CALF HORIZ 1* = 20' VfRT, 1' ,= 4' INSTALL i INSTALL 60 --7 ,34. 15 345.651 J4k12 TC NT6-277L '--�' .......... 346.61 TC 346.11 FL 346.01 J4651 TC I STATION 12+49.36 SCALE: HORIZ I" = 201' VERT. 1'.= 4' u1i ; FL 146* YELLOW DETECTABLE WARNING ALE PER SDRSD D-30 AND CBC IX�,Uu /-J INSTALL ADA COMPLIANT CURB RAMP PER SDRSD G-27 (0.6)X 345 5 FL MATCH EXIS71NG �--IMPROVEMENTS _-------- - - - - -- Lo. 5)z o PEDESTRIAN RAMP AT CURB RETURN DETAIL SAWCUT LINE---,� f--18- - EX. A.C. PAVEMENT-J I I \—NEW A.C. PAVEMENT 20X18" GRIND GRIND AND OVERLAY DETAIL APPROVED DATE BENCHMARK SCALE CITY OF ENCINITAS GPS PNT NO. 1021 (STA. NAME ENC-21) ON THE CENTERLINE OF VILLAGE PARK WAY AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED STAMPED "RCE 9416." ELEVATION IVN IS 264.32 NAVD88. OAKCREST PARK DR/W CURB RETURN ALE, HORIZ. 1* = 20' VERT, 10,= MATCH 0 J45 80 FL 5 0 46.28 7 3 35. 45.78 FL M CURB RETURN ALE.* HORIZ 1' = 20' VER T . 1' = 6' CURB I I - I INSTALL ADA COMPUANT----r—.— jr, �CURB RAMP PER SDRSD G-27 \ I/ 1 00 0 U 0 000 YELLOW DETECTABLE WARNING I 0000000 PER SDRSD D-JO AND CBC 000000000 000 0 J45&Z TC _A� 'C — ~ s. 34537 FL --I . 34581 TC z� 5 x Gam` —""' i T Df1D MATCH EXIST JM5,�4 FL 345.59 7C *1 345.09 FL IMPROVEMENTS Ut,Dlt�NtU bY: 1 UKAM BY: 1 C H EC L'� I SPECIAL DISTRICT APPROVAL BIDS eDESD BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT PLANS PREPARED UNDER SUPERVISION QF RECOMMENDED APPR90(yEJV IMPROVEMENT PLAN FOR: DATE: AA :L BALOUR DRIVE WIDENING R.C.E. NO.: C054564 MASIH MAHER GLENN PRUIM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT DATE 'Bradley D. Sager' EXP.: 12-2015 F3.1 1 S DATE PLANNING CASE NO: 14-210 CDP APN 259-320-04, 259 - 181 -01 I 0 0 10 51 LL 0 9 1 z 0 co W LO CD hi x 10 < W I LL cli co l— C20 M W W (D LU 0 9 0 ca LU I LO (o co z co Ja) < LO a) C6 co Underground Service Alert cummimm CAM TOIL FREE 1-800 422-413 110n 11=1 awm DRAWING NO. 12281-1 SHEET 3 OF 9 mmomr-WINE �—' - n - X BIORETENTION BASIN NOTES PROVIDE 2" OF MULCH OVER 16" OF AMENDED SOIL O1 AMENDED SOIL SHALL BE A SANDY LOAM MIX COMPLWNG WITH CITY OF ENCINITAS STANDARDS AND WITH THE FOLLOWING REQUIREMENTS: NO MORE THAN 5% CLAY CONTENT 0 50 -60% SAND 20 -30% COMPOST OR HARDWOOD MULCH 20 -30% TOPSOIL • FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS AND ALSO FREE OF NOXIOUS WEEDS " LONG -TERM PERCOLATION RATE OF 5 "/HOUR " PH BETWEEN 5.5 -6.5 SOLUBLE SALT CONTENT LESS THAN 500 PPM O2 GRAVEL LAYER TO BE 2" OF 31d' CRUSHED ROCK OVER 1V OF 314" CRUSHED ROCK O3 6" CLEAN OUT PORT CONSIS77NG OF VERTICAL, RIGID, NON - PERFORATED PVC PIPE, WITH A WATERTIGHT CAP O 4" PERFORATED PVC SUBDRAIN CONFORMING TO ASTM D3034 OR EQUIVALENT AT 0.5% MINIMUM. latitude PLANNING & ENGINEERING 9988 Hilbert Street a Floor, San Diego, CA 92131 Tel 858.751.0633 PLAN: ON -SITE BIORETENTION BASIN SCALE 1" = 20' TOP AREA (SHOWN ON PLAN) BOTTOM AREA = 1,560 SF E= OVERFLOW AND MAINTENANCE ACCESS RISER NTH GRATE. 24"X24m SQUARE OR EQUIVALENT OUTLET PIPE PER PLAN TO STORM DRAIN. INVERT r ELEVA 77ON PER TABLE. INSTALL 30MIL IMPERMEABLE LINER ON SIDES ONLY, EMBED I' BENEATH GRAVEL LAYER NO LINER ON BOTTOM LOW FLOW ORIFICE PLATE. SEE DETAIL. 3" AG OVERLAY BI0RE7ENT70N BASIN (PVT) SEE SEC7101V BELOW BOTTOM ELEV. 371.25 BOTTOM AREA =1,560 SF CLEANOUT TO REMAIN I I I I I I I! it i BIORETEN77ON BASIN SHALL BE PLANTED AND IRRIGATED WITH NATIVE, DROUGHT - TOLERANT, NON - INVASIVE PLANTS SUITABLE FOR WELL- DRAINING SOILS 18" AMENDED SOIL DEPTH 1 18" GRAVEL O LAYER 1� INSTALL 30MIL IMPERMEABLE LINER ON SIDES ONLY EMBED 1' BENEATH GRAVEL LAYER 6" CLEAN -OUT O PORT 4" PERFORATED PVCO PIPE AT 0.5% MIN. SECTION: BIORETENTION BASIN NO SCALE N A L"l 0 10 20 40 60 ( IN FEET ) 1 inch = 20 ft. NOTE. SPECIAL INSPEC77ON OF ALL POST CONSTRUCTION 81ORE7EN770N BASINS BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES PROGRESS PICTURES OF BI0RE7ENT10N BASIN CONSTRUCTION SHALL BE TAKEN AND PROVIDED TO THE CITY AT THE FOLLOWING STAGER - 1. BASIN EXCAVATION 4" PERFORATED /SOLID PIPE 2. PLACEMENT OF PERFORATED PIPE, RISER PIPE, OUTLET PIPE, HMP ORIFICE, ETC. J. PLACEMENT OF GRAVEL LAYER METALLIC PLATE 4. PLACEMENT OF ENGINEERED SOIL LAYER 5. FINAL BASIN GRADING — LOW FLOW ORIFICE 6. FINAL COMPLETED BASIN K1774 VEGETA77ON ESTABLISHED NOTE- B1ORE7EN77ON BASIN PROVIDED TO M177GATE WATER QUALITY AND HMP REQUIREMENTS FOR BALOUR DRIVE WORK. D = 0.5" " 1 ORIFICE PLATE DETAIL NO SCALE Undergrom.d Service Alert CALL TOIL FREE 1- 800422 -41: DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL BID LW D ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. As-BUILT '�� •�'7 1 •( CITY OF ENCINITAS GPS PNT NO. 1021 (STA.NAME PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APP V IMPROVEMENT PLAN FOR: '- ENC -21) ON THE CENTERLINE OF VILLAGE PARK WAY HORIZONTAL: NOTED DATE: %L�® �,�, �„� B ALOUR DRIVE WIDENING n_ AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS 12281-1 MASIH MAHER GLENN PRUIM SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED R.C.E. NO.: C054564 SAN DIEGUITO UNION HIGH SCHOOL DISTRICT STAMPED "RCS 9416." Bradley D. Sager e_ APN 259- 320 -04, 259 -7 81 -01 r ELEVATION IS 264.32 NAVD88. EXP.: 12 -2015 DATE / U / DA I E?�f/ S PLANNING CASE NO: 14 -210 CDP SHEET 4 OF 9 w O 0 LL o 0 1 z h O wCo C/) H r xx 111 r Q tt N LL 0: d) F »HUCl) �D do 11 W 0 , 0 m Ill N =pr- -�z0 JrnU) E; DESIGN BASIS: CODE: 2013 C.B.C. (CALIFORNIA BUILDING CODE) CCR, TITLE 24, PART 2. 0 9 CONCRETE: 1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318 - LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. NORMAL WEIGHT CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C -94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. 4. THE MAXIMUM SIZE AGGREGATE SHALL BE 1 INCH. 5. CEMENT SHALL CONFORM TO A.S.T.M. C -150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C -33. 6. ADMIXTURES AND COLORS (EXCEPT AS NOTED HERIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND REVIEWED BY THE ENGINEER OR ARCHITECT OF RECORD. 7. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO C.B.C. SEC. 1905 UNLESS OTHERWISE NOTED. 8. NON- STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 9. READY MIXED CONCRETE SHALL CONFORM TO A.S.T.M. C -94. 10. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B -B PLYFORM, CLASS I, EXT- A.P.A. PLYWOOD. 12. ALL REINFORCING STEEL AND DOWELS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 13. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 14. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 15. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.O.N. 16. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON- CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 17. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH, WEATHER OR LIQUID 2" ( #6 BARS & LARGER) 1 1/2" ( #5 BARS & SMALLER) 21. CONCRETE CURING: TYPICALLY REQUIRED A MINIMUM OF 10 DAYS. FOUNDATION: 1. GEOTECH REPORT IS AVAILABLE TO THE CONTRACTOR FROM THE DISTRICT PER THE SPECIFICATIONS. SOILS REPORT SHALL BE REFERENCE IN THESE NOTES. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: A. THE SOIL WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. SOILS REPORT PREPARED BY: GEOCON INCORPORATED OAK CREST MIDDLE SCHOOL, 675 BALOUR DRIVE ENCINITAS, CALIFORNIA AUGUST 26, 2013, PROJECT NO. G157- 42 -01. 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOILS REPORT RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. 4. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTION 1704 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 5. FOUNDATIONS SHALL BEAR ON NOT LESS THAN 18 INCHES BELOW FINISHED GRADE, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER OR ON PLAN. 6. DESIGN SOIL VALUES: REFER TO SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS NOT LISTED BELOW ALLOWABLE FOUNDATION BEARING PRESSURE: 2,500 PSF* + 500 PSF /FT; 4,000 PSF MAX PASSIVE LATERAL EARTH PRESSURE: 300H PCF ACTIVE LATERAL EARTH PRESSURE: 35H PCF LEVEL BACKFILL (UNRESTRAINED) 50H PCF SLOPED 2:1 (H:V) ULTIMATE SEISMIC LATERAL EARTH PRESSURE: 20H PCF - TRIANGULAR (ALL WALLS RETAINING EARTH) COEFFICIENT OF SLIDING FRICTION, 0.4 * VALUES MAY BE INCREASED BY 1/3 WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. 7. FOOTING ELEVATIONS SHALL BE LOCATED SUCH THAT THEIR BEARING IS A MINIMUM HORIZONTAL DISTANCE OF 7 FEET FROM THE DAYLIGHT OF AN ADJACENT SLOPE OR AS RECOMMENDED WITHIN THE SOILS REPORT 8. FOUNDATION EXCAVATIONS, FILLING, AND COMPACTION ARE TO BE OBSERVED BY AND DEEMED ACCEPTABLE TO THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE 9. A MOISTURE BARRIER MEMBRANE SHALL BE PLACED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 11. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT. 12. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 13. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDER FLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, ELECTRICAL, AND FOOD SERVICE DRAWINGS, TRENCH BACK FILL AS PER SOILS REPORT REQUIREMENTS. 14. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 15. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 16. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 17. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 18. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, & CIVIL DRAWINGS, NO PORTION OF STRUCTURAL RELATED WORK, INCLUDING SHOP DRAWING DEVELOPMENT, SHALL BE PERFORMED WITHOUT CONSIDERING REQUIREMENTS OF CONTRACT DOCUMENTS IN THEIR ENTIRETY, 3. DETAILS AND SCHEDULES INDICATED AS "TYPICAL" MAY NOT BE SPECIFICALLY REFERENCED ON DRAWINGS. DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULE APPLIES BEFORE PROCEEDING WITH WORK. IF CONDITIONS ARE FOUND WHICH ARE NOT SPECIFICALLY DETAILED AND NO TYPICAL DETAIL OR SCHEDULE APPLIES PROMPTLY NOTIFY THE STRUCTURAL ENGINEER 4. OPENINGS, POCKETS, CORE DRILLING, ETC. SHALL NOT BE PLACED IN STRUCTURAL WALLS, SLABS, AND MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER OF RECORD WHEN DRAWINGS BY OTHERS INDICATE OPENINGS, POCKETS, CORE DRILLING, ETC., NOT INDICATED ON STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 5. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 6. UNLESS NOTED OR SHOWN OTHERWISE, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (2013 EDITION), AND ANY A.S.T.M. SPECIFICATIONS ON WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 7. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 9. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 10. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR NON- STRUCTURAL ITEMS, SUCH AS: A. SIZE AND LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. C. FLOOR, ROOF AND WALL FINISHES. D. DIMENSIONS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 11. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 12. NEITHER THE OWNER NOR THE STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SITE OBSERVATION VISITS BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS, 13. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. THE OWNER OR CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 14. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. STAUCfURAL UAL Lt -516kl 9L VIEIJ9D A#O Ahv& 1/ED .6Y C5G1-L C04 P AS PC.4 /S -1069 tg S �/ / p/ / ® /''�� underground Service Alert BMP PROJECT STATUS latitude N'_: /� L El 1V FEL DEIi aa®osivv® PRIORITY ,� Bright poop /e, Right Solutions. CALL TOLL FREE PLANNING &ENGINEERING 1 -800 422 -4133 550 West C Street Suite : 1200 San Diego, CA 92101 - 1TeL (619) 831 -4800 * Kleinfelder.com rp �pmp yD e��pp yp CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK SCALE SPECIAL DISTRICT APPROVAL EF L EN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. °- AS-BUILT . �� • t l• _(f CITY of ENCINITAS GPs PNT NO. 1021 (STA. NAME PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V IMPROVEMENT PLAN FOR: J AT A B ) IN THE CENTERLINE OF VILLAGE PARK WAY BALOUR DRIVE WIDENING 12281-1 `" AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED DATE: G�Z'tL� /s OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS ® SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED R.C.E. NO.: S3583 MASIH MAHER GLENN PRUIM �e C 7 f3 S 7�0 /�� SAN DIEGUITO UNION HIGH SCHOOL DISTRICT 81 STAMPED IS 2 4.32 Eric Cheung Chun ;/� ELEVATION IS 264.32 NAVD88. EXP.: 03 -31 -2017 DATE DATE PLANNING CASE NO: 14 -210 CDP APN 259-320-04,259-181-01 SHEET 5 OF 9 x 00 M LL Q Z r 0 0 00 w LO LO w < w rn LL �a M w O W W m W Uj p N I F p ~ h'ZCo 3�(0� MASONRY: 1. MASONRY CONSTRUCTION SHALL CONFORM TO CHAPTER 21 OF THE CALIFORNIA BUILDING CODE, AND ACI 530 "BUILDING CODE REQUIREMENTS AND SPECIFICATIONS FOR MASONRY STRUCTURES," (LATEST EDITIONS). 2. SPECIAL INSPECTION IS REQUIRED IN ACCORDANCE WITH SECTION 1704 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS' ON THESE CONSTRUCTION DOCUMENTS. 3. STRENGTH VERIFICATION OF MASONRY PRIOR TO AND DURING CONSTRUCTION SHALL BE BY THE PRISM TEST METHOD IN ACCORDANCE WITH SECTION 2105.2.2.2 OF THE CBC. 4. ALL MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF Vm = 1,500 PSI. 5. MASONRY UNITS SHALL BE MEDIUM WEIGHT BLOCK IN ACCORDANCE WITH ASTM SPECIFICATION C90 WITH A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI USE OPEN END UNITS AT VERTICAL REINFORCING. 6. MORTAR SHALL BE TYPE S PER CALIFORNIA BUILDING CODE TABLE 2105.2.2.1.2. 7. GROUT SHALL CONFORM TO 2013 C.B.C. SECTION 2103.13 A MIXTURE OF CEMENT, SAND, PEA GRAVEL AND WATER WHICH WILL COMPLETELY FILL ALL VOIDS IN THE WALL. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. 8. PROVIDE AGGREGATES FOR MORTAR AND GROUT OF NATURAL SAND AND ROCK COMPLYING WITH ASTM C144 AND C404. 9. REINFORCING STEEL ASTM A615, GRADE 60. SPLICE IN REINFORCEMENT SHALL BE LAPPED 48 DIAMETERS MINIMUM. 10. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1/2 INCH MINIMUM) GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 11. PROVIDE A MINIMUM OF ONE BAR DIAMETER (1 INCH MINIMUM) GROUT BETWEEN PARALLEL BARS. 12, MASONRY UNIT PATTERN SHALL BE RUNNING BOND AND SOLID GROUTED LION. 13. ALL VERTICAL CELLS SHALL BE GROUTED SOLID IN LIFTS NOT EXCEEDING 8' -0" IN HEIGHT. 14. VERTICAL BARS IN MASONRY UNITS SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT INTERVALS OF NOT LESS THAN 4' -0" AND AT TOP AND BOTTOM. 15. PROVIDE INSPECTION AND CLEAN OUT HOLES AT BASE OF VERTICAL CELL GROUT LIFTS WHICH ARE MORE THAN 4' -0" IN HEIGHT. 16. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1 1/2" BELOW THE TOP OF THE UPPERMOST MASONRY UNITS. 17. REINFORCEMENT WELDING SHALL COMPLY WITH AWS D1.4 (LATEST EDITION). NO FIELD WELDING OF REINFORCING BARS, U.O.N. 18. ALL HEAD JOINTS SHALL BE FULL BUTTERED OR OPEN END MASONRY UNITS SHALL BE USED. 19. ALL VERTICAL WALL REINFORCEMENT SHALL BE DOWELED TO THE FOUNDATION WITH THE SAME SIZE, SPACING, AND NUMBER OF BARS AS SHOWN IN THE WALLS. 20. PROVIDE ONE INCH MINIMUM GROUT COVER ON ALL BOLTS AND PLATES. g 21. HORIZONTAL REINFORCING SHALL BE PLACED IN BOND BEAM UNITS. 22. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 0 9 CONCRETE: 1. ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF A.C.I. 318 - LATEST EDITION "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS CONTAINED HEREIN OR SHOWN ON THE DRAWINGS. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 3. NORMAL WEIGHT CONCRETE SHALL BE 150 P.C.F. HARDROCK, MIXED PER A.S.T.M. C -94, AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. 4. THE MAXIMUM SIZE AGGREGATE SHALL BE 1 INCH. 5. CEMENT SHALL CONFORM TO A.S.T.M. C -150, TYPE V, LOW ALKALI. AGGREGATES FOR NORMAL WEIGHT SHALL CONFORM TO A.S.T.M. C -33. 6. ADMIXTURES AND COLORS (EXCEPT AS NOTED HERIN) SHALL NOT BE USED UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND REVIEWED BY THE ENGINEER OR ARCHITECT OF RECORD. 7. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY. THE MIX DESIGNS SHALL CONFORM TO C.B.C. SEC. 1905 UNLESS OTHERWISE NOTED. 8. NON- STRUCTURAL STEEL EMBEDDED IN CONCRETE SHALL BE GALVANIZED OR PAINTED. ALL DAMAGED GALVANIZED AREAS SHALL BE REPAIRED PRIOR TO EMBEDMENT. 9. READY MIXED CONCRETE SHALL CONFORM TO A.S.T.M. C -94. 10. PLACEMENT OF CONCRETE SHALL CONFORM TO A.C.I. 304. CLEAN AND ROUGHEN TO 1/4" AMPLITUDE FOR ALL CONCRETE SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED. 11. ALL EXPOSED CONCRETE SHALL HAVE A SMOOTH FORM FINISH USING B -B PLYFORM, CLASS I, EXT- A.P.A. PLYWOOD. 12. ALL REINFORCING STEEL AND DOWELS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 13. IF THE CONTRACTOR DESIRES TO MAKE ANY CONSTRUCTION JOINTS OTHER THAN THOSE SHOWN ON THESE DRAWINGS, HE SHALL SUBMIT DETAILS OF CHANGES TO THE ENGINEER OF RECORD FOR REVIEW BEFORE STARTING WORK. 14. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUPPORT FOUNDATION STEEL OFF THE GROUND. 15. PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CONCRETE CORNERS, U.O.N. 16. SLEEVE PLUMBING OPENINGS IN SLABS WITH NON- CORROSIVE SLEEVE BEFORE PLACING CONCRETE AND BEND REINFORCING AROUND SLEEVES. 17. ALL REINFORCING BARS SHALL BE PROVIDED WITH THE FOLLOWING CONCRETE MINIMUM COVER: FOOTINGS CAST AGAINST EARTH 3" FORMED CONCRETE EXPOSED TO EARTH, WEATHER OR LIQUID 2" ( #6 BARS & LARGER) 1 1/2" ( #5 BARS & SMALLER) 21. CONCRETE CURING: TYPICALLY REQUIRED A MINIMUM OF 10 DAYS. FOUNDATION: 1. GEOTECH REPORT IS AVAILABLE TO THE CONTRACTOR FROM THE DISTRICT PER THE SPECIFICATIONS. SOILS REPORT SHALL BE REFERENCE IN THESE NOTES. PRIOR TO THE POURING OF CONCRETE AND PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST NOTICE ON THE JOB SITE AND ADVISE THE BUILDING INSPECTOR IN WRITING THAT THE WORK SO INSPECTED MEETS THE CONDITIONS OF THE REPORT. A WRITTEN CERTIFICATION TO VERIFY THAT: A. THE SOIL WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT. 2. SOILS REPORT PREPARED BY: GEOCON INCORPORATED OAK CREST MIDDLE SCHOOL, 675 BALOUR DRIVE ENCINITAS, CALIFORNIA AUGUST 26, 2013, PROJECT NO. G157- 42 -01. 3. SOIL REMOVAL AND RECOMPACTION SHALL BE DONE PER SOILS REPORT RECOMMENDATIONS UNDER GEOTECHNICAL ENGINEER'S SUPERVISION AND INSPECTION. 4. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTION 1704 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS" ON THESE CONSTRUCTION DOCUMENTS. 5. FOUNDATIONS SHALL BEAR ON NOT LESS THAN 18 INCHES BELOW FINISHED GRADE, UNLESS OTHERWISE SPECIFIED BY THE GEOTECHNICAL ENGINEER OR ON PLAN. 6. DESIGN SOIL VALUES: REFER TO SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS NOT LISTED BELOW ALLOWABLE FOUNDATION BEARING PRESSURE: 2,500 PSF* + 500 PSF /FT; 4,000 PSF MAX PASSIVE LATERAL EARTH PRESSURE: 300H PCF ACTIVE LATERAL EARTH PRESSURE: 35H PCF LEVEL BACKFILL (UNRESTRAINED) 50H PCF SLOPED 2:1 (H:V) ULTIMATE SEISMIC LATERAL EARTH PRESSURE: 20H PCF - TRIANGULAR (ALL WALLS RETAINING EARTH) COEFFICIENT OF SLIDING FRICTION, 0.4 * VALUES MAY BE INCREASED BY 1/3 WHEN CONSIDERING LOADS OF SHORT DURATION SUCH AS WIND OR SEISMIC FORCES. 7. FOOTING ELEVATIONS SHALL BE LOCATED SUCH THAT THEIR BEARING IS A MINIMUM HORIZONTAL DISTANCE OF 7 FEET FROM THE DAYLIGHT OF AN ADJACENT SLOPE OR AS RECOMMENDED WITHIN THE SOILS REPORT 8. FOUNDATION EXCAVATIONS, FILLING, AND COMPACTION ARE TO BE OBSERVED BY AND DEEMED ACCEPTABLE TO THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE PRIOR TO PLACEMENT OF REINFORCING STEEL OR CONCRETE 9. A MOISTURE BARRIER MEMBRANE SHALL BE PLACED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED. DO NOT PLACE BACKFILL BEHIND RETAINING WALLS BEFORE WALLS HAVE ATTAINED FULL DESIGN STRENGTH. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND HAVE ATTAINED FULL STRENGTH. CONTRACTOR SHALL PROVIDE FOR DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. 11. SLAB BASE AND COMPACTION TO BE IN ACCORDANCE WITH SOILS REPORT. 12. NO PIPES OR DUCTS SHALL BE PLACED IN SLABS OR WALLS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ENGINEER. 13. FOR ALL DIMENSIONS, CURBS, SLAB DEPRESSIONS, STEPS, FLOOR DRAINS, FLOOR SINKS, TRENCHES, UNDER FLOOR DUCTS AND CONDUITS, SEE ARCHITECTURAL, MECHANICAL, REFRIGERATION, AIR CONDITIONING, PLUMBING, ELECTRICAL, AND FOOD SERVICE DRAWINGS, TRENCH BACK FILL AS PER SOILS REPORT REQUIREMENTS. 14. ALL WALLS RETAINING EARTH SHALL DRAIN TO DAYLIGHT OR OTHER DRAINAGE. 15. ALL ABANDONED FOOTINGS, UTILITIES, ETC., THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 16. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING. DAMAGE CAUSED AS A RESULT OF FAILING TO EXACTLY LOCATE AND PRESERVE ALL EXISTING UNDERGROUND UTILITIES ARE THE RESPONSIBILITY OF THE CONTRACTOR. 17. THE CONTRACTOR SHALL PROVIDE FOR THE DESIGN, APPROVALS, PERMITS, INSTALLATION AND MONITORING OF ALL CRIBBING, SHEATHING AND SHORING REQUIRED TO SAFELY RETAIN TEMPORARY EXCAVATIONS. 18. ALL PLANTERS IN CLOSE PROXIMITY TO THE STRUCTURE SHALL HAVE ADEQUATE DRAINAGE OF SURFACE WATER TO PREVENT SATURATION OF SOIL UNDER FOUNDATION. GENERAL NOTES: 1. THE PROJECT SPECIFICATIONS SHALL BE PART OF THE CONTRACT DOCUMENTS. 2. THE STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, & CIVIL DRAWINGS, NO PORTION OF STRUCTURAL RELATED WORK, INCLUDING SHOP DRAWING DEVELOPMENT, SHALL BE PERFORMED WITHOUT CONSIDERING REQUIREMENTS OF CONTRACT DOCUMENTS IN THEIR ENTIRETY, 3. DETAILS AND SCHEDULES INDICATED AS "TYPICAL" MAY NOT BE SPECIFICALLY REFERENCED ON DRAWINGS. DETERMINE WHERE EACH TYPICAL DETAIL OR SCHEDULE APPLIES BEFORE PROCEEDING WITH WORK. IF CONDITIONS ARE FOUND WHICH ARE NOT SPECIFICALLY DETAILED AND NO TYPICAL DETAIL OR SCHEDULE APPLIES PROMPTLY NOTIFY THE STRUCTURAL ENGINEER 4. OPENINGS, POCKETS, CORE DRILLING, ETC. SHALL NOT BE PLACED IN STRUCTURAL WALLS, SLABS, AND MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER OF RECORD WHEN DRAWINGS BY OTHERS INDICATE OPENINGS, POCKETS, CORE DRILLING, ETC., NOT INDICATED ON STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 5. THE CONTRACTOR SHALL REVIEW EXISTING CONDITIONS ON THE SITE DURING THE BIDDING. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES PRIOR TO PROCEEDING. 6. UNLESS NOTED OR SHOWN OTHERWISE, ALL PHASES OF WORK ARE TO CONFORM TO THE MINIMUM STANDARDS OF THE CALIFORNIA BUILDING CODE (2013 EDITION), AND ANY A.S.T.M. SPECIFICATIONS ON WHICH THESE STANDARDS ARE BASED. WHERE CONFLICT BETWEEN BUILDING CODES AND SPECIFICATIONS OCCUR, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. 7. ALL A.S.T.M. DESIGNATIONS REFERRED TO ON THESE DRAWINGS SHALL BE THE LATEST ADOPTED OR REVISED SPECIFICATION, AS OF THE DATE OF THESE DRAWINGS. 8. ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES. 9. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 10. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURAL REQUIREMENTS. REFER TO CIVIL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR NON- STRUCTURAL ITEMS, SUCH AS: A. SIZE AND LOCATION OF ALL OPENINGS. B. SIZE AND LOCATION OF ALL CONCRETE CURBS, WALKS, ROOF AND FLOOR DRAINS, SLOPES, DEPRESSED SLAB AREAS, ETC. C. FLOOR, ROOF AND WALL FINISHES. D. DIMENSIONS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 11. THE STRUCTURAL CONTRACT DOCUMENTS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS NOTED OTHERWISE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. 12. NEITHER THE OWNER NOR THE STRUCTURAL ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING AND BRACING AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SITE OBSERVATION VISITS BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE SAFETY ITEMS, 13. SATISFACTORY EXECUTION OF CONSTRUCTION IS DEPENDENT UPON CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. THE OWNER OR CONTRACTOR SHALL RETAIN A CALIFORNIA LICENSED CIVIL OR STRUCTURAL ENGINEER DURING CONSTRUCTION TO OBSERVE THE CONSTRUCTION AND STATE THAT THE STRUCTURE HAS BEEN BUILT IN GENERAL CONFORMANCE WITH THE INTENT OF THESE DRAWINGS. 14. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. STAUCfURAL UAL Lt -516kl 9L VIEIJ9D A#O Ahv& 1/ED .6Y C5G1-L C04 P AS PC.4 /S -1069 tg S �/ / p/ / ® /''�� underground Service Alert BMP PROJECT STATUS latitude N'_: /� L El 1V FEL DEIi aa®osivv® PRIORITY ,� Bright poop /e, Right Solutions. CALL TOLL FREE PLANNING &ENGINEERING 1 -800 422 -4133 550 West C Street Suite : 1200 San Diego, CA 92101 - 1TeL (619) 831 -4800 * Kleinfelder.com rp �pmp yD e��pp yp CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK SCALE SPECIAL DISTRICT APPROVAL EF L EN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. °- AS-BUILT . �� • t l• _(f CITY of ENCINITAS GPs PNT NO. 1021 (STA. NAME PLANS PREPARED UNDER SUPERVISION OF RECOMMEND D: APP V IMPROVEMENT PLAN FOR: J AT A B ) IN THE CENTERLINE OF VILLAGE PARK WAY BALOUR DRIVE WIDENING 12281-1 `" AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED DATE: G�Z'tL� /s OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS ® SURVEY CONTROL NETWORK. 2.5" BRASS DISC VERTICAL: NOTED R.C.E. NO.: S3583 MASIH MAHER GLENN PRUIM �e C 7 f3 S 7�0 /�� SAN DIEGUITO UNION HIGH SCHOOL DISTRICT 81 STAMPED IS 2 4.32 Eric Cheung Chun ;/� ELEVATION IS 264.32 NAVD88. EXP.: 03 -31 -2017 DATE DATE PLANNING CASE NO: 14 -210 CDP APN 259-320-04,259-181-01 SHEET 5 OF 9 x 00 M LL Q Z r 0 0 00 w LO LO w < w rn LL �a M w O W W m W Uj p N I F p ~ h'ZCo 3�(0� a SPECIAL INSPECTION PROGRAM - APPLIES TO ALL TABLES THE SPECIAL INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY LATEST EDITION OF THE CBC CHAPTER 1 SECTION 110. THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY THE GOVERNING JURISDICTION'S BUILDING INSPECTOR. THE GOVERNING JURISDICTION IS DEFINED AS THE CITY, COUNTY, OR GOVERNMENTAL UNIT THAT IS RESPONSIBLE FOR THE INSPECTIONS OF CONSTRUCTION OR WORK AS SPECIFIED IN THE CONTRACT DOCUMENTS. A. PROVIDE SPECIAL INSPECTION AND TESTING FOR SEISMIC AND WIND RESISTANCE AS REQUIRED BY CBC SECTIONS 1704, AND 1705. B. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE GOVERNING JURISDICTION, TO PERFORM THE TYPE OF INSPECTION SPECIFIED. EXCEPTIONS: SOILS INSPECTIONS BY THE GEOTECHNICAL SOILS ENGINEER OF RECORD. SMOKE CONTROL SYSTEM, BY THE MECHANICAL ENGINEER OF RECORD. WHEN WAIVED BY THE BUILDING OFFICIAL. C. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. D. SPECIALLY INSPECTED WORK THAT IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE INSPECTOR IS SUBJECT TO REMOVAL OR EXPOSURE. E. THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE GOVERNING JURISDICTION, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND EQUIPMENTS. F. A PROPERTY OWNER'S FINAL REPORT OF WORK REQUIRING SPECIAL INSPECTION MUST BE COMPLETED BY THE PROPERTY OWNER, PROPERTY OWNER'S AGENT OF RECORD, ARCHITECT OF RECORD, OR ENGINEER OF RECORD AND SUBMITTED TO THE INSPECTION SERVICES DIVISION. G. AN APPLICATION TO PERFORM OFF -SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. H. A CERTIFICATE OF COMPLIANCE OF OFF -SITE FABRICATION MUST BE COMPLETED AND SUBMITTED 'TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. I. FABRICATOR MUST BE REGISTERED AND APPROVED BY THE GOVERNING JURISDICTION FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. J. THE SPECIAL INSPECTOR MUST BE CERTIFIED BY THE GOVERNING JURISDICTION IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. K. FABRICATION OF MEMBERS AND ASSEMBLIES DONE IN A FABRICATOR'S SHOP APPROVED BY INSPECTION SERVICES NEED NOT HAVE CONTINUOUS OR PERIODIC SPECIAL INSPECTION. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT THE CERTIFICATE OF COMPLIANCE FORM TO INSPECTION SERVICES. L. CONTRACTOR RESPONSIBILITY PER CBC SECTION 1704.4 : EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND- OR SEISMIC - FORCE- RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR SEISMIC- RESISTING COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS IN CBC SECTION 1704. REQUIRED REPORTS: 1. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. 2. SPECIAL INSPECTION REPORTS SHALL INDICATE THAT THE WORK INSPECTED WAS PERFORMED IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. 3. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. 4. IF DISCREPANCIES ARE NOT CORRECTED, THE DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF WORK. 5. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON BY THE PERMIT APPLICANT AND THE BUILDING OFFICIAL PRIOR TO THE START OF WORK. STATEMENT OF SPECIAL INSPECTIONS REQUIRED VERIFICATION AND INSPECTION OF SOILS VERIFICATION AND INSPECTION CONTINUOUS PERIODIC PERIODIC INSPECTION INSPECTION 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE PERIODIC INSPECTION 1. TO ACHIEVE THE DESIGN BEARING CAPACITY. - X 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: HAVE REACHED PROPER MATERIAL. - X 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL - X MATERIALS. - X 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT X THICKNESS DURING PLACEMENT AND COMPACTION OF X -. COMPACTED FILL. CONCRETE. d. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE - X AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. _ X REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION LEVEL B SPECIAL INSPECTION OF MASONRY CONTINUOUS PERIODIC VERIFICATION AND INSPECTION CONTINUOUS INSPECTION PERIODIC INSPECTION 1. VERIFY COMPLIANCE WITH THE APPROVED SUBMITTALS - X 2. AS MASONRY CONSTRUCTION BEGINS, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: WITH TABLE 1705.2.2 ITEM 2b. a. PROPORTIONS OF SITE - PREPARED MORTAR. - X X b. CONSTRUCTION OF SITE - PREPARED MORTAR. - X c. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES. - X CONCRETE. d. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES - X e. PRESTRESSING TECHNIQUE _ X f. PROPERTIES OF THIN -BED MORTAR FOR MC MASONRY - X 3. PRIOR TO GROUTING, VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE: REMOVAL OF SHORES AND FORMS FROM CONCRETE. - a. GROUT SPACE _ X OF THE CONCRETE MEMBER BEING FORMED. b. GRADE, TYPE, AND SIZE OF REINFORCEM(O'UT AND ANCHOR BOLTS, AND PRESTRESSING TENDONS AND ANCHORAGES - X c. PLACEMENT OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING TENDONS AND ANCHORAGES - X d. PROPORTIONS OF SITE - PREPARED GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS - X e. CONSTRUCTION OF MORTAR JOINTS _ X 4. VERIFY DURING CONSTRUCTION: a. SIZE AND LOCATION OF STRUCTURAL ELEMENTS - X b. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES, OR OTHER CONSTRUCTION - X c. WELDING OF REINFORCEMENT X _ d. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 -F (4.4'C)) OR HOT WEATHER (TEMPERATURE ABOVE 90 -F (32.2'C)) - X e. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE X - f. PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS IS IN COMPLIANCE X - g. PLACEMENT OF AAC MASONRY UNITS AND CONSTRUCTION OF THIN -BED MORTAR JOINTS X X 5. OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS, AND /OR PRISMS - X REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION VERIFICATION AND INSPECTION CONTINUOUS PERIODIC INSPECTION INSPECTION 1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS, AND PLACEMENT. - X 2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1705.2.2 ITEM 2b. - X 3. VERIFYING USE OF REQUIRED DESIGN MIX. - X 4. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR . CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE X _ CONCRETE. 5. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. X - 6. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. - X 7. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF SHORES AND FORMS FROM CONCRETE. - X 8. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. _ X REINFORCING: 1. ALL REINFORCING STEEL SHALL BE PLACED IN CONFORMANCE WITH THE C.B.C., AND THE "MANUAL OF STANDARD PRACTICE" BY THE C.R.S.I. OR AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. 2. SPECIAL INSPECTION AND TESTING IS REQUIRED IN ACCORDANCE WITH SECTIONS 1704 AND 1705 OF THE CALIFORNIA BUILDING CODE AND THE "STATEMENT OF SPECIAL INSPECTIONS "ON THESE CONSTRUCTION DOCUMENTS. 3. REINFORCING BARS SHALL CONFORM TO A.S.T.M. A -615, DEFORMED GRADE 60, EXCEPT #3 BARS MAY BE GRADE 40. REINFORCING BARS THAT ARE TO BE WELDED SHALL CONFORM TO A.S.T.M. A -706, DEFORMED GRADE 60. 4. DETAILS OF REINFORCEMENT SHALL COMPLY WITH ACI 318, CHAPTER 7 (LATEST EDITION) 5. WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH A.S.T.M. A -706 WITH LOW HYDROGEN ELECTRODES AND STRUCTURAL WELDING CODE REINFORCING STEEL SHALL CONFORM TO A.N.S.I. / A.W.S. D1.4. MINIMUM TENSILE STRENGTH OF WELD METAL SHALL BE 90 K.S.I. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 6. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, UNLESS OTHERWISE PERMITTED BY THE BUILDING OFFICIAL. 7. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE LAPPED WITH THE SAME GRADE, SIZE, SPACING AND NUMBER AS THE VERTICAL REINFORCEMENT, 8. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. 9. PROVIDE #3 SPACER TIES AT 2' -6" ON CENTER IN ALL FOOTINGS TO SECURE REINFORCING BARS IN PLACE, UNLESS OTHERWISE NOTED. 10. PIPING AND CONDUIT SHALL BE SO FABRICATED AND INSTALLED THAT CUTTING, BENDING, OR DISPLACEMENT OF REINFORCEMENT FROM ITS PROPER LOCATION WILL NOT BE REQUIRED. A.C.I. #6.3.12. 11. MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL, INCLUDING SPLICED REINFORCEMENT SHALL BE 1" OR 1 BAR DIAMETERS, WHICHEVER IS GREATER. MINIMUM CLEAR DISTANCE AT COLUMNS SHALL BE 11h INCHES OR 1% BAR DIAMETERS, WHICHEVER IS GREATER. 12. MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND CONDUIT SLEEVES SHALL BE 3/4 INCHES. 13. ALL REINFORCEMENT SHALL BE CENTERED ON THE MEMBER UON. CONTINUOUS AND PERIODIC INSPECTIONS: B 1. WHERE CONTINUOUS SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALL CONTINUOUSLY PROVIDE FULL -TIME VERIFICATION OF THE WORK. ^ 2. WHERE PERIODIC SPECIAL INSPECTION IS REQUIRED, THE SPECIAL INSPECTOR SHALL underground Service Alert BMP PROJECT STATICS ' \ PROVIDE VERIFICATION THAT THE PERIODIC INSPECTION WAS PERFORMED. ' � KL E /NFEL DER °�'°° mm PRIORITY ' atitu d Vaag \' 'Bright people, Right Solutions. CALL TOLL FREE PLANNIN ERING 1 -800 422 -4133 T ° 550 West C Street Suite: 1200 San Diego, CA 92101 0 Tel. (619) 831 -4600 Kleinfelder.com mwmlm�wu m DESIGNED BY: DRAWN BY: CHECKED BY: CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL L ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -BUILT \. lZ 'I 'I CITY OF ENCINITASGPSPNTNO.1021 (STA.NAME PLANS PREPARED UNDER SUPERVISI N OF RECOMMENDS APP IMPROVEMENT PLAN FOR: 10 AT A B) IN THE CENTERLINE OF VILLAGE PARK WAY �� - BAT OT TR DRIVE WIDENING I G �+ HORIZONTAL: NOTED DATE: C� Z /f 1.1 L lJ �.i 1 �/ �/�/ 1U 1 �I llv AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST .i OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS 12281-1 SURVEY CONTROL NETWORK.2.5 "BRASSDISC VERTICAL: NOTED R.C.E. NO.: S3583 MASIH MAHER GLENN PRSIM /ter d G ti 7/9/1-5 ,7�9�j� SAN DIEGUITO UNION HIGH SCHOOL DISTRICT STAMPED "RCS 9416." Eric Cheun APN 259 - 320 -04, 259- 181 -01 ELEVATION IS 264.32NAVD88. g Chun Ng EXP.: 03 -31 -2017 DATE DATE ' PLANNING CASE NO: 14 -210 CDP SHEET 6 OF 9 C!� w 0 00 M J � u_ o z N z � 0 w W� rr �Q M WW °9 o_mwI CD z w LO _j 0) i i �i °z w ¢~ a CD ° w z L11 mz BAR EA FACE PIPE MAX PIPE TO CLEAR OTHER DATE SLEEVE BY 1/2" 25 ALL AROUND 20 SLEEVE ' CONC FILL TO BE IN PLACE z % N REINFORCING SIZE (2) #3 #3 TO #8 SPLICE U- SHAPED'' 6" DIA #14 TO #18 BAR EA FACE PIPE MAX TOP OTHER DATE z #4 @ 12" 6» FOOTING A- PIPE BEFORE FTG IS POURED. mw NO EXCAVATION FOR PIPE TRENCH PARALLEL TO FTG PLACE SAME WIDTH AS FTG NOTES: BELOW THIS LINE AND FULL WIDTH OF PIPE 1. INSIDE DIAMETER OF SLEEVE TO BE 1" TRENCH LARGER THAN OUTSIDE DIAMETER OF PIPE. PIPE AT FOUNDATION WALL 2. SLEEVES SHALL BE NON- CORROSIVE, FILL (PIPE IS MORE THAN 2' -6" BELOW FINISH VOID W/ OAKUM AT EA END. GRADE AND PASSES THRU FOUNDATION WALL.) 3. IF PIPE IS IN PLACE PRIOR TO POURING CONC, WRAP PIPE WITH 1" GLASS WOOL INSULATION BEFORE POURING CONC IN LIEU OF SLEEVE. TYPICAL PIPE THRU FOOTING n NO SCALE FOOTING -� PLANE PARALLEL TO- FINISH GRADE SLOPE TOP OF FINISH GRADE FINISH GRADE SLOPE 5' -0" MIN TO DAYLIGHT OR PER SOILS REPORT MIN REQUIREMENTS TYPICAL FTG -TO -SLOPE NO SCALE < J � J � w w U= J U �N Of w w REINF 'd' WIRE TIE TYP LAP SPLICE PER SCHEDULE A STAGGER LENGTH = LAP SPLICE LENGTH 1/8" MIN 1/4" MAX 0- Q INTERSECTION INTERSECTING BARS SHALL MATCH (H) WALL REINF TYP CORNER LAP. TYP TYPICAL CONCRETE FOOTING R NO SCALE ADJACENT POURS MUST FORM WITH "BURKE" PLAST BE MADE A MIN OF 8 IC HOURS APART ZIP STRIP JOINT OR EQUAL, OR SAWCUT WITHIN 24 HOURS OR SLAB POUR WITH JOINT LAP SEALANT TYP SPRAY W/ BOND BREAKER 2" CLR COMPOUND AFTER FORMS ARE REMOVED CONT JOINT SEAT " "'T EDGE EA SIDE W 1/4" RADIUS REMOLDED WITH EXPANSION MATE - 3/4 %1/4" SAW FILLED W/ ELAI SEALANT 3/4" WHEN 'T" < 12" �I 1 1/2" WHEN 'T" > 12" 1:4 SLOPE WEAKENED PLANE JOINT CONSTRUCTION JOINT (WPJ) (CJ) TYPICAL SLAB JOINTS Ldh —� PER e DWL OR BAR NOTES: 5. SCHEDULE IS FOR GRADE 60 BARS. 1. SPLICE AND EMBEDMENT LENGTHS ARE IN INCHES. SPLICE 6. SCHEDULE IS FOR HARDROCK CONCRETE. INCREASE 6 SHALL BE CLASS "B" PER ACI 318 °U.O.N. SCHEDULE VALUE BY 1.33 FOR LIGHT WEIGHT CONCRETE. 1 2. 0.80 SPLICE LENGTH MAY BE USED IF NOT MORE THAN Y" 7. CLEAR SPACING BETWEEN BARS BEING DEVELOPED SHALL BE OF THE BARS ARE LAP SPLICED WITHIN A REQUIRED LAP GREATER THAN 2 BAR DIAMETERS, AND CONC COVER LENGTH. GREATER THAN BAR DIAMETERS. 3. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" 8. SPLICE LENGTH FOR BARS OF DIFFERENT SIZE SHALL BE CONC. BELOW, OTHER BARS ARE BOTTOM OR VERTICAL LARGER OF DEVELOPMENT LENGTH OF LARGER BAR AND BARS. SPLICE LENGTH OF SMALLER BAR. REINFORCING � z N N NO SCALE REBAR SPLICE AND DEVELOPMENT SCHEDULES SCHEDULE "A" REINFORCING SIZE CONC Vc = 4,000 PSI #3 TO #8 SPLICE DEVELOPMENT Ldh #14 TO #18 TOP OTHER TOP OTHER DATE #3 25 20 20 15 7 #4 33 25 25 19 10 #5 40 31 31 24 12 #6 48 38 38 29 15 #7 70 55 55 42 17 #8 81 62 62 48 19 #9 91 70 70 54 22 #10 103 79 79 61 24 #11 113 87 87 67 29 N N V Al O� \W END INTERSECTION EINF - PLAN VIEW DOWEL w w N N EXPANSION JOINT I � (EJ) M to Ann r1r rlrwirl REINF TO MATCH - FOUNDATION REINF MIN FTG DEPTH - D MUST BE MAINTAINED POINT OF THE STEPPED FTG PER PLAN LAP, TYP ,. 3" CLR 2x RISE MIN U 0 � J U cD Q N I NOTES: 1. STEP FTG PER PLANS AND AS READ TO MAINTAIN MIN FTG DEPTH BELOW GRADE AND AS REQD TO ACCOMODATE PIPES PER TYP PIPE TRENCH DETAIL 2. REINF TO MATCH SIZE AND SPACING OF FTG REINF TYPICAL STEPPED FOOTING t NO SCALE nn r�r� r�r�rr 4d 2 1/2" MIN 4d d 135 DEG BEND INTERSECTION REINFORCING BAR BEND REINFORCING SIZE BAR BEND DIAMETER ( "D ") #3 TO #8 6d #9 TO #11 8d #14 TO #18 1 10d z a N C� NOTE: CAP STIRRUPS MAY BE USED WHENEVER 135° CLOSED STIRRUPS ARE SHOWN IN GRADE BEAM ONLY NOTE: ALL BENDS SHALL BE MADE COLD TYPICAL REINF BAR BENDS NO SCALE CAP STIRRUP a oz w Z . o� BAR CLEARANCE 4. WHERE REQUIRE EMBEDMENT CANNOT BE OBTAINED WITH STRAIGHT BARS, PROVIDE 180° OR 90• HOOK EQUAL TO underground service Alert BMP PROJECT STATUS LENGTH BELOW. PRIORITY latitude III KL,E /NFEL DER D,� B.;9htpaap,e,R,9htso,�t,ans. REBAR SPLICE AND DEVELOPMENT SCHEDULES PLANNNdG 1 -800 422 -4133 &ENGINEERING v � .� ' 550 West C Street Suite :1200 San Diego, CA 92101 NO $GALE ■ 1 Tel. (819) 831 -4800 * Kleinfelder.com rp �pym m��pp yp CHANGE NO. pESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED Bv: DRAVVN Bv: CHECKED ev: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. `� AS -eu►LT • �f, • �' � CITY OF ENCINITASGPSPNTN0.1021 (STA.NAME PLANS PREPARED UNDER SUPERVISION OF RECOMMEND APP IMPROVEMENT PLAN FOR: `" ENC -21) ON THE CENTERLINE OF VILLAGE PARK. WAY AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED � DATE: � 6/� J � . BALOUR DRIVE WIDENING � OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS 12281- � SURVEY CONTROL NETWORK. 2.5 "BRASS DISC VERTICAL: NOTED �� 1 � �J R.C.E. NO.: S3583 MASIH MAHER GLENN PRUIM SAN DIEGUITO UNION HIGH SCHOOL DISTRICT STAMPED "RCE 9416." ELEVATION IS 264.32 NAVD88. Eric Cheung Chun Ng EXP.: 03 -31 -2017 �� 8 I � ����� �—�• DATE / DATE APN 259 - 320 -04, 2S9 -1g 1 -01 PLANNING CASE NO: 14 -210 CDP °_`•` � SHEET 7 OF 9 °o M J w O z z o V N w ap U) w M < W L- t- M l- Cl) M d' O w W 0 � � m w I F (D z co J O U) LAP SPLICE AND LENGTH SCHEDULE REINF SIZE GRADE 40 GRADE 60 #4 20" 32" #5 25" 40" #6 1 30" 48" #7 35" 56" #8 40" 64" #9 45" 72" NOTES: 1. DEVELOPMENT AND LAP SPLICE LENGTHS INDICATED SHALL BE USED UNLESS SPECIFICALLY NOTED ON DRAWINGS. 2. REINFORCING MAY BE CONSIDERED TO BE SPLICED WHEN PLACED IN ADJACENT GROUTED CELLS AND IF THE BARS ARE SPACED NO FARTHER APART THAN 1/5 THE REQUIRED LENGTH INDICATED OR 8 ". 3. WHERE TENSILE STRESSES ARE GREATER THAN 80% OF THE ALLOWABLE STRESS TABLE VALUES SHALL BE INCREASED BY 50 %. 4. WHERE EPDXY COATED BARS ARE USED, LAP LENGTH SHALL BE INCREASED BY 50 %. TYPICAL LAP SPICE LENGTH FOR STRUCTURAL MASONRY NO SCALE a 0 -N I (2) #5 CONT AT TOP COURSE MR #5 ® 24 "O.C. (H) 8" CMU WALL SPECIAL 2 1/2" INSPECTION REQ'D CLR FIN GRADE PER CIVIL — � Z T /FTG NOTES: 0 1. SEE CIVIL DWGS FOR WALL PROFILE. 2. AT 12" PIPE THRU WALL AT CATCH BASIN SEE zjc Uj 0 w 0 N Uj w w a a J U 32' -0" MAX 2' -0" CREATE AN UNBOND 2' -0" TYP LION TYP SECTION FOR THE CHORD REINF BY WRAPPING THE BARS W/ TAPE OR OTHER SIM METHOD CONT CHORD REINF LZ NEOPRENE CJ CONT (V) (I (2) #5 JAMB BARS TYP JAMB BAR TYP REINF TYP TYPICAL VERTICAL WCJ (WALL CONTRO NO SCALE SLOPING BACKFILL 2T =III -, 1 MAX I� BROW DITCH PER CIVIL SEE D -75 TYPE B #5 @ 16" O.C. (V) a SOIL SIDE CD DOWELS TO MATCH I VERICAL WALL REINF `0 DRAIN PER CIVIL #5 @ 16" O.C. - J 0- v � f- N (4) #5 T &B 9" 8" S -10" 5' -3" 1 12" MAX PIPE PER CIVIL — CN T #6 ® 16" O.C. (V) (AT EA SIDE OF OPENING USE (2) #6 @ 8 "O.C.)- #5 ® 24 "O.C. (H) — 12" CMU WALL SPECIAL INSPECTION REQ'D -�, SIDEWALK PER CIVIL Z_ Flo (2) #5x 6'-0" TOP & 'C-4 B OTTOM OF OPENING r, 3/8" MIN 1/2" MAX CAULKING SEALANT ES W/ BACK -UP ROD v /// #3 P1�N ®24'> TYP �— STOP EVERY OTHER (H) REINF ES OF JOINT EXCEPT CHORD REINF CMU WALL X L JOINT) n o x I INTERSECTION I" - 1" EXPANSION JOINT FILLER BETWEEN CATCH BASIN & WALL CATCH BASIN PER CIVIL SEE e FOR ITEMS NOT NOTED (2) #5 (V) OPEN END CMU TYP BREAK FACE SHELL FOR FLOW OF GROUT TYP 48d LAP MATCH (HH) 48d LAP 2' -6" MIN REINF ALT BEND 2 -6" MY STD (2) #5 (V) (2) #5 (V) HOOK I vCMU N TYPD LI iu BREAK FACE SHELL fffil FOR FLOW OF GROUT TYP (2) #5 (V) MIN CORNER INTERSECTION CORNER TYPICAL CMU REINF - PLAN VIEW NO SCALE CD STEP FOOTING PER DETAIL I (4) #5 T &B RETAINING WALL SECTION 3 ON SHEET 7 TO ACHIEVE No SCALE 4 8" MIN BELOW PIPE 9" 1' -0" 3' -6" OPENING & T /FOOTING 5'-3" ergr BMP PROJECT STATUS Und ound Service Alert o ■ # } ommml'°® PRIORITY latitude �. � � INFEL DER CALL TOIL FREE �s? " Bright people, Right Solutions. PLANNING & ENE�NEERING �-� RETAINING WALL SECTION AT PIPE PENETRATION F 1 -800 422 -4133 550 West C Street Suite: 1200 San Diego, CA 92101 NO SCALE v Tel. (619) 831 -4600 * Kleinfelder.com SIO 1 ®6 LIB OOi Ae m w CHANGE NO. DESCRIPTION APPROVED DATE DESIGNED BY: DRAWN BY: CHECKED BY: BENCHMARK SCALE SPECIAL DISTRICT APPROVAL Lt- EN ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. AS -SUfLT \• \'I CITY OF ENCINITAS GPS PNT NO. 1021 (STA. NAME PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APP IMPROVEMENT PLAN FOR: AT A B) IN THE OF CURVE, 340 VILLAGE PARK WAY �� �� /� B ALOUR DRIVE WIDENING 12281-1 `" AT A BEGINNING OF CURVE, 340 FEET SOUTHWEST HORIZONTAL: NOTED DATE: 6 2 �� av OF WILLOW SPRINGS DRIVE, PER CITY OF ENCINITAS SURVEY CONTROL NETWORK. 2.5"BRASS DISC VERTICAL: NOTED R.C.E. NO.: S3583 MASIH MAHER GLENN PRUIM G /t..l, SAN DIEGUITO UNION HIGH SCHOOL DISTRICT STAMPED "RCE 9416." Eric Cheun Chun N 7/ /15 % s- ELEVATION IS 264.32 NAVD88. 9 9 EXP.: 03 -31 -2017 DATE DAT PLANNING CASE NO: 14 -210 CDP APN 259-320-04,259-181-01 1 SHEET 8 OF 9 W N Q o° M J u_ Q 0 z LO O w `0 w— l¢ w tr0) rn af M ww0 oo �mw,n �_E" (z00 � rn � CO EXI BALOUR DRIVE - - R/W EROSION A •' R DRIVE AND OAKCREST PARK I' ED O L OULET I I L—RIW i Z lu u Q lil hg o r s ! TO EROSION CONTROL PLANS BIORETEMION BASIN m m / SD SILT FENCE —■ ■ FIBER ROLL GRAVEL BAG BERM SILT FENCE RUNOFF O Q GRAVEL BAG INLET PR07EC77ON Ood EROSION CONTROL BLANKET + + + + + + PER CAL7RANS SS -07 + + + + + PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR HYDROSEED PER CALTRANS SS -04 UNPAVED AT 774E IN7ERVALS INDICATED BELOW. VELOCITY CHECK DAMS W W W W R/W W W W W W NOTE: CONTRACTOR TO COORDINATE LAYDOWN AREA AND CONSTRUCTION ENTRANCE WITH OWNER AND IMPLEMENT ASSOCIATED EROSION CONTROL MEASURE ACCORDINGLY. GRAVEL BAGS OVERLAP RESISTANT MATERIALS APPROVED BY 171E CITY ENGINEER, AND SHALL ONTO CURB 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS / 4 IN (1D CM) J. ATTACH THE RL7ER FABRIC TO THE WRE 4. BACKFILL AND COMPACT THE FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. s� I NOT TO SCALE EXISTING OAK CREST MIDDLE SCHOOL FIELD m a w m 4" 12" ROLLILMENT 3 FT (0.9 M) MIN. SILT FENCE RUNOFF {• NOT TO SCALE THREE LAYERS OF GRAVEL BAGS GAP BETWEEN BAGS ACTS'AS SPILLWAY GRAVEL BAG SPACING: PROVIDE VELOCITY CHECK DAMS IN ALL STREET AREAS PAVED OR WIH ENDS OVERLAPPED UNPAVED AT 774E IN7ERVALS INDICATED BELOW. VELOCITY CHECK DAMS R/W R/W MAY BE CONSTRUCTED OF GRAVEL BAGS, 77MBER, OR 0774ER EROSION c� RESISTANT MATERIALS APPROVED BY 171E CITY ENGINEER, AND SHALL °�� Z ¢ EXTEND COMPLE7ELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLES 1 }�, ) i " TO THE CENTER LINE. EARTH MAY NOT BE USED AS VELOCITY CHECK DAMS. NUMBER OF GRADE OF STREET INTERVAL BAGS HIGH LESS THAN 2.07o AS REQUIRED GRAVEL BAGGING ON STREETS 2% - 4% 100 FEET 1 �!� 4% - 6% 50 FEET i 6% - fO% 50 FEET 2 ��0� OVER 10% 50 FEET 2 4b ®� 2 BAGS HIGH EMBED FIRST ROW OF ") ® LOW POINT GRAVEL BAGS HALF DEPTH PROVIDE VELOCITY CHECK DAMS IN ALL UNPAVED GRADED CHANNELS AT 000o OPENING AT INLET THE INTERVALS INDICATED BELOW UNLESS CHANNELS ARE LINED WITH 7EMPORARY MATERIALS SUCH AS PLAS77C SHEETING. EMBED FIRST ROW OF GRADE OF CHANNEL INTERVAL G GRAVEL BAGS HALF DEPTH TYPICAL INLET DETAIL BAG EMBEDDING DETAIL LESS THAN 3% 100 FEET 3% — 6% 50 FEET OVER 6% 25 FEET GRAVEL BAGS NOT TO SCALE EXISTING OAK CREST MIDDLE SCHOOL FIELD m a w m 4" 12" ENTRENCHMENT DETAIL IN FLAT AREA ENTRENCHMENT DETAIL IN SLOPE AREA FIBER ROLL NOT TO SCALE E CKJ N O M J LL 0 0 Z r O O °D W v x WMd W N H Q M U M W W � o o m W I t- _ LO j- (0 Z m J m (n W ROLLILMENT FINISHED GRADE {• ENTRENCHMENT DETAIL IN FLAT AREA ENTRENCHMENT DETAIL IN SLOPE AREA FIBER ROLL NOT TO SCALE E CKJ N O M J LL 0 0 Z r O O °D W v x WMd W N H Q M U M W W � o o m W I t- _ LO j- (0 Z m J m (n W