2007 765-G (plans)1 S. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE C. 31bRMILTRR L'OLLDTION CONTROL BRIO NOTL4 Ix
RIGHT OF WAY NOT&: SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND UCADI
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER 1. CONCRRIT WASHODT
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND S °
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO OTHER WASTE MATTER EXPOSED OR EXCAVATED AND EMBANKMENT SLOPES WHICH ARE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY STIED CONCRETE WASHOUT TAR, ST .FlT�IDDB�S�
WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ry
THE RESPONSIBIMITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
PLASTER TR CTOR SHALL POST INTO SAW DESIGNATING THE � ASST L�� ANY RECEIVMIG WATER. ENCI ENCINITAS BLVD �Nc1 7A
ENCINITAS , CA 92024 EN GRASS, AND ARAZAM NOTE 16. ALL TREES,
COLLECTED PILED OR OAT RRISE DISPOSfOROF OBJECTIONABLE
E S BYETHf1 CONTRACTOR SO AS Z. CO1V9Z7tUCTlON $LILT ACCT AM: 259- 231 -79
NO CONCENTRATED DRAINAGE ARE PERMITTED OVER ADJACENT PROPERTY LINES. TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE, A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS
WATER IS TO DRAIN AWAY FROM RES FOR A MIN. OF 3 FEET AT 2 PERCENT AND FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL A FE DRe
BE CONVEYED TO AN APPROVED DRAT IUTY SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY AND /OR CORRUGATED STEEL PANELS /PLATES. y
SUCH MATERIAL. POR. BLOCK 19 OF COLONY OUVENHAIN ACCORDING/
NOTRr \ S. C01VSfiRUCTION YIDI/CIiS TO MAP THEREOF NO. 326, FILED IN THE OFFICE-(W-
B. WZCAIWAW A SPECIFIC AREA AWAY FROM GUTTERS AND STO N DRAIN SMALL BE DESIGNATED FOR CONSTRUCTION THE COUNTY RECORDER OF SAN DIEGO COUN.Ti-JOLY
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED RGROUND. VEHICLES PARKING. VEHICLE REFUELING. AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS 8. 1885. VICII'11TY YAP
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHALL BE MADE OFF-SfrF 09?M'S CIRTIFICAIT NOT TO SCALE
w0� TO M DOME SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
\\ BfST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 4• )SON CONTROL
� GRNRBIL /T IS AGREED THAT FlELO GONDIfONS MAY REQUIRE CHANGES TO THESE PLANS.
THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SMALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STA IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER
SITE. It IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF EROSION CONTROL MATS , ADEQUATE GROUND COVER VEGETA110N, AND /OAfDED FIBER AIATIRIX.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION, THE DESNN SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND MAKE SUCH CH ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DECO AREA " �,'�� LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DETERMINES AR�CESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE V IMPROVEMENN:
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. A A. SEWERS - CSO - (760) -633 -2770 DIVERSION DICES SHAH BE CONSTRUCTED TO CMAMNEL RUNOFF AROUND THE CONSTRUCTION SITE
B. GAS t ELECTRIC - SDGE - ( 760) -438 -6200 CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY I ,NERqfBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
2. THE SOILS REPORT TITLED REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION, C_ WATER - OLIVENHAJN MUNICIPAL WATER DISTRICT (760) 753 -6466 EROSION CONTROL MEASURES. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND
PROPOSED OFFICE BUILDING, 2234 ENCINITAS BOULEVARD. ENCINITAS CALIFORNIA D.- TELEPHONE - SBC BELL - (760) -489 -3411 STABILITY OF THE SITE.
FOR THIS PROPERTY PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 28, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
E. CABLE TV -COX COMMUNICATIONS- (760) - 806 -9809 X- ?233 CONDUCTED IN PHASES TO AV= UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
1004, (THE GEOTECHNICAL REPORT) SHALL BE CONSIDERED AS A PART OF THIS GRADING ''° REMOVE TREES OR SHWNS UNNECESSARILY, THEY HELP DECREASE EROSION.
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. CONTRACn*_SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO ENCINITAS/RSF, LLC
SPECIFICATIONS CONTAINED IN SAID REPORT BEGINNING ANY Wes, ON THIS PROJECT. PHONE: (760)- 633 -2770. BOUNDED FIBER MATRIX (BEM) MUST BE INSTALLED ON SLOPES OR WHERE CONSTRUCTION IS NOT- 14031 MIDLAND ROAD
IAMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. POWAY, CA 92064
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND J. THE CONTRACTOR SHALL "GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: PHONE. (858) -513 -3999
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RMsHT -OF -WAYS. (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH SUBJECT TO REJECTION AND REMOVAL. ARE COMPLETE' rnw? Or
IMPROVEMENT PLANS.
WATER USAGE FOR DUST CONTROL SHALL BE MINMIZED. 8Y: KEVIN MCNAM,ARA, MANAGING MEMBER AIR
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. ON -SITE CONSTRUCTION MAT<WAL STOXAGN
D. AROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES ON SHEET 3)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK GRITZMAKER AT CONTRACTOR SMALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. SOILS' ENGINZER'S CRRTIFICATE
SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO GRADING. (838) 587 -1901 (OFFICE), OR (619) 341 -1008 (CELL), 24 HOURS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
1, CHARLES H. CHRISTIAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY MONUMENT OR BENCH MARK WHICH 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL £LMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
IS DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, SUCH MONUMENTS AND /OR TIMES DURING THE RAINY SEASON (OCTOBER i TO APRIL 1 S). ALL NECESSARY EROSION MAY INCLUDE SOIL, PARKING MATERIALS, ASPHALT, CONCRETE, AGGREGATE BASE, ETC. STOCKPILES THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
BENCH MARKS SHALL BE RE- ESTABUSHED AND REPLACED BY A REGISTERED CIVIL CONTROL MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT
SHALL IL LOCATED AWAY FROM CONCENTRATED STOIRASM S FLOWS AND STORM DRAIN INLETS. MADE ET ME OR UNDER MY DIRECTION IN OCTOBER THROUGH DECEMBER 2006. ONE
ENGINEER OR A LICENSED LINO SURVEYOR. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS STOCKPILES SHALL BE COVERED, A.OR PROTECTED WHEN SDIL STABAT ALL MEASURES AND PROVIDED COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
WITH A TEMPORARY SEDIMENT RARR�R AROUND Tllf PERMIETfR AT ALL LILTS.
IMMINENT. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, B. TRAINING FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE R INCORPORATED RECOMMENDATIONS
/N THE PLANS AND SPECIFICATIONS.
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. APPROVAL OF THE ENGINEERING INSPECTOR. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRucrm IN THE CITY OF ENCINTAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINTAS STORMWATER POLLUTION CONTROL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER REQUIREMENTS. THESE BMP NOTES SMALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE SIGNED. - - _.. 3�L
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PROM" OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ROE NO.: 00215
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PoFESSjq,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS KEN REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR Y 1/ISfi lfANiGBIalV! EXP. DATE: 9/30/09 pe
S N. �y
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED <(l ti
SOULS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE COINSTRI/CTION MATERIALS. "DUMIIIG QF UNUSED OR WASTE PRODUCTS ON THIS GRpUNp, WHERE JOB CWE 2060610.1 0 re Nc GE2^5 9
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY cAU.ING (780) B. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM 15 STRICTLY PROHIBITED. W "ExL 3 13 3 Z T
633 -2770. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A CHNST14N WHEELER ENGINEERING * P
HAZARDOUS CONDITION. NO SEEPAGE FROM DUMPSTfRS SHALL BE DISCHARGED INTO STORMWATER. KRIS /DICES SHALL BE 4923 MERCURY STREET
f0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SKULL BE SAN DIEGO, CA 92111 9�OFCAoF�P
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 7. ALL EROSION CONTROL. MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OtMHPSTERS TEL: (858) 496 -9760
APPROVAL FROM THE CITY ENGINEER EDIT THE PROPOSED HAUL ROUTE. THE DEVELOPER BE INCORPORATED HEREON. WI MM' LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH FAX: (858) 496 -9758
TAR,71M ORUWfR TO AVOHO RAIN CONTACT WITH ANY TRASH MATERIAL.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE i
WITH REGARDS TO THE HAULING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE �%_MPNAL'
LuoiNi G SOLVENTS, WATER -BASED PAI/n, vENICLE FLUIDS,
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. �' E AON � W000, AND G{EARED VEGETA110N" CAN BI RECYCLED. �gF IIDVliP OF /ORr 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO RECYC HATE BE TAKEN t0. AN APPROPRIATE LANDFILL OR DISPOSED OF AS
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN S CL BE IN PLACE AT THE END OF W ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 765 -G EACH WORKING DAY WHEN THE FIVE (5) DAY "PROBABILITY FORECAST EXCEEDS FORT' } RALRDOUS IIAB}B FREE AT (B0o) 714 - i t 93. FOR NMFORAIATION ON LANDFILLS AND ,
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN PERCENT (40X). SILT AND OTHER DEBRIS ALL BE REMOVED AFTER EACH RAINFALL. TO ORDER DlIMPSTERS AT (760) 431- 41'3t., COMPLY W/TH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S
I _ TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
OR AS SHOWN ON THE ATTACHED AS- GRADED PUN ". THIS STATEMENT SHALL BE POLLUTANTS SHALL BE T OFF XPOSED SURFACES. PLACE TRASH CAMS AND RECYCLING . HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH RECEPTACLES itOUNp TSlT£. CITY of ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE.
GRADING OPERATION: f THE ENGINEER AGREES THAT ANY PUN CHECK OR REVIEW PERFORMED BY THE CITY OF
OLIVRNBIIIN WMWLPIL B'ATIt DISTRICT NOTCS: TABLE MUST RE IN GOW WriRKiING -ORDER AND CHECKED FREQUENTLY FOR LEAKS. ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PUNS PREPARED BY THE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR 1. REVIEW OF THIS PLU1NyBY OUVENHAIN MUNICIPAL WATER DISTRICT DOES NOT SNALL PROVIDE SECONDARY CONTAINMENT AND LOCATE' PORTABLE TOILETS AWAY FROM ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND S IN INLETS ON PERVIOUS SURFACES. SUFFICIENCY OR ADEQUACY OF THE PUNS OR DESIGN AND IT THEREFORE DOES NOT
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUMMIT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE RELIEVE THE ENGINEER OF RESPONSIBILITY FOR TNAf PUNS OR DESIGN OF IMPROVEMENTS
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. EXISTENCE OR PION- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN ALL CONSTRUCTION DEBTS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. NEy�D THEREON. THE ENGINEER RER AGREES t0 /NDEMNIFI' AND HOLD DESIGN OF
THE CET)' S
UPON COMPLETION OF GRADING OPERATIONS. HE SHALL STATE THAT OBSERVATIONS AND THE UMI7,_OF THIS PROJECT. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY OF
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVfS/ON AND THAT IN HIS OPINION, ALL ! FROM CONSTRUCTION SITE • ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR
2. AL L' EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN LE. LINE CROSSINGS, BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRPORS, OR OMISSIONS OF
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. PARALLELING OR PROPOSED CONNECTION SHALL I N F1f10 VERIFIED. ALL EXISTING , FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE THE ENGINEER` ANDJl1S /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND
I LINE PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINTAS AT (760) 633 -2770. SCOPE OF SUCH AGE/V6Y AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE SHOWN ON IMPROVEMENT PUNS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS BY THE ENGINEER
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE UNLESS GIVEN WRITTEN PERMISSION BY OLIVENHAJN MUNICIPAL WATER DISTRICT.
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES AND FINISHED WORK ON THE SITE GRABHORN ENGINEERING CORP.
AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS]
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE N£N 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ENVIRONMENTAL DATA 8555 HERO DRIVE, SUITE 105
INSTALLED. / ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5:1 SAN DIEGO, CA 92123
WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET 2) MAXIMUM VERTICAL DEPTH OF CUT = 1.8 TELEPHONE NO. (858) 576 -6343
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND flF- SHALL BE CURRENT OL/VENHAIN MUNICIPAL WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET 3) MAXIMUM VERTICAL DEPTH OF FILL = 2.6 FAX NO. (858) 576 -6334 � _
PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S 4) AVERAGE DEPTH OF CUT = 0.9' \ or .,.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE EXPENSE. 5) AVERAGE DEPTH OF FILL = 1.3' _ td
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO Bf PLACED. LOOSE FILL 4Q4PRABHORN, PRESIDENT
AND ALLUVIAL SOILS SHALL BE REMOVED t0 SUITABLE FIRM ; TURAL GROUND. THE 4. UTILITIES TO MAINTAIN A MINIMUM OF 5 -FEET SEPARATION WHEN PARALLELING WATER ,S R.C.E. 19375
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12,I0CHES AND THEN COMPACTED SERVICES.
TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE C.Off RACTOR'S RESPONSIBILITY TO SHEET 1 - TITLE SHEET
PLACE, SPREAD, WATER AND COMPACT THE FILL IN-STRICT ACCORDANCE WITH THE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET IS REQUIRED BETWEEN FIRE HYDRANTS CUT= C.Y. HEET ? - DETAILS LI�IRVTOUS ABrI \_'
SPECIFICATIONS AND GEOTECHNICAL REPORT.: - AND SAN DIEGO GAS AND ELECTRIC VAULTS. SHEET 3 - GRADING PUN
FILL = 140 C. Y. /� SHEET 4 - EROSION CONTROL DETAILS AND NOTES IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 23.278 SQ FT
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IMPORT = 40 C. Y. SHEET 5 - EROSION CONTROL PLAN IMPERVIOUS AREA AFTER CONSTRUCTION 22, SO FT
CITY OF INR MlAS PMC PROTRY 70N DLS7R(CT NOT=: TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. SHEET 6 - RETAINING WALL NOTES AND DETAILS DECREASE IN IMPERVIOUS AREA: 300 SQ FT
SHEET 7 - RETAINING WALL PROFILE
1. ALL ROADWAYS SRAU Aff-A IMM" OF 24 FIST IN WMW DURING SHEET 8 - RETAINING WALL PROFILE
CONSTRUCiioN AND ,MADVTADIID MW AND CLEAR, INCLUDING T= PAUNG OF I/Wr 9 - AAAAPS44O E /tAAI
vMcLCS. IN Accoalvcl WITH THE FIRM coal AND THE alrcDVn'AS FDiI PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION OLIVENHAIN MUNICIPAL WATER . DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS
DIPIJrrldW ,;
OR /CDP POW NO. 05 -062
/or SPECIAL USE PERMIT NO. 3 S • x • o 6.31. Q& � +'Si 3�'i°l' 3/JII�G� TENTAn� PIUtcE� ww No. 05 -062
BY: DATE: DATE: BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE:
REVISIONS APPROVED DATE REFERENCES DATE BB CH MAF�>IC SCALE SPECIAL DSTMT APPROVALS CITY OF ENCI11IN11frA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO.
111217? t4z,014��_ DESCRIPTION: 2.8" BRASS DISC IN NE COR. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APP JED GRADING PLAN FOR:
5 3 OF DRAINAGE INLET, CITY OF 204 MTAB �vAM
T_ ENCINITAS 13ENCHMMK "EMC 36" HORIZONTAL DATE �L BY. BY: OFFICE BUILDING %65'G
RICHARD G. GRABHORN R.C.E. NO.: 19375
RECORD FROM: CITY OF ENCINITAS VERTICAL N A ENGINEER NAME DATE: +/ I /� DATE: F 8
ELEVATION: 37.31 DATUM: NAVE) 88 EXP. 9 -30 -09 PLANING CASE NO: 05 -062 DR/TPM SHEET 1 OF 9
RLENAME: Z.-\405-003 Encinitas \dwg \405- 003GP.DWG LAYOUT: GP -1 DATE: 0312612008
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1 S. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE C. 31bRMILTRR L'OLLDTION CONTROL BRIO NOTL4 Ix
RIGHT OF WAY NOT&: SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND UCADI
EMBANKMENTS SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ENGINEER 1. CONCRRIT WASHODT
OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND S °
LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO OTHER WASTE MATTER EXPOSED OR EXCAVATED AND EMBANKMENT SLOPES WHICH ARE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY STIED CONCRETE WASHOUT TAR, ST .FlT�IDDB�S�
WILL RESULT AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, ry
THE RESPONSIBIMITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE.
PLASTER TR CTOR SHALL POST INTO SAW DESIGNATING THE � ASST L�� ANY RECEIVMIG WATER. ENCI ENCINITAS BLVD �Nc1 7A
ENCINITAS , CA 92024 EN GRASS, AND ARAZAM NOTE 16. ALL TREES,
COLLECTED PILED OR OAT RRISE DISPOSfOROF OBJECTIONABLE
E S BYETHf1 CONTRACTOR SO AS Z. CO1V9Z7tUCTlON $LILT ACCT AM: 259- 231 -79
NO CONCENTRATED DRAINAGE ARE PERMITTED OVER ADJACENT PROPERTY LINES. TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NET AND FINISHED APPEARANCE, A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS
WATER IS TO DRAIN AWAY FROM RES FOR A MIN. OF 3 FEET AT 2 PERCENT AND FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE TO PREVENT TRACKING DIRT OFF SITE THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL A FE DRe
BE CONVEYED TO AN APPROVED DRAT IUTY SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY AND /OR CORRUGATED STEEL PANELS /PLATES. y
SUCH MATERIAL. POR. BLOCK 19 OF COLONY OUVENHAIN ACCORDING/
NOTRr \ S. C01VSfiRUCTION YIDI/CIiS TO MAP THEREOF NO. 326, FILED IN THE OFFICE-(W-
B. WZCAIWAW A SPECIFIC AREA AWAY FROM GUTTERS AND STO N DRAIN SMALL BE DESIGNATED FOR CONSTRUCTION THE COUNTY RECORDER OF SAN DIEGO COUN.Ti-JOLY
ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED RGROUND. VEHICLES PARKING. VEHICLE REFUELING. AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS 8. 1885. VICII'11TY YAP
1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHALL BE MADE OFF-SfrF 09?M'S CIRTIFICAIT NOT TO SCALE
w0� TO M DOME SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE
\\ BfST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON 4• )SON CONTROL
� GRNRBIL /T IS AGREED THAT FlELO GONDIfONS MAY REQUIRE CHANGES TO THESE PLANS.
THESE PLANS, HOWEVER. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY
MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SMALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STA IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A REGISTERED CIVIL ENGINEER
SITE. It IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF EROSION CONTROL MATS , ADEQUATE GROUND COVER VEGETA110N, AND /OAfDED FIBER AIATIRIX.
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 2006 EDITION, THE DESNN SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND MAKE SUCH CH ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DECO AREA " �,'�� LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DETERMINES AR�CESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE
REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE V IMPROVEMENN:
APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. A A. SEWERS - CSO - (760) -633 -2770 DIVERSION DICES SHAH BE CONSTRUCTED TO CMAMNEL RUNOFF AROUND THE CONSTRUCTION SITE
B. GAS t ELECTRIC - SDGE - ( 760) -438 -6200 CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY I ,NERqfBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE
2. THE SOILS REPORT TITLED REPORT OF PRELIMINARY GEOTECHNICAL INVESTIGATION, C_ WATER - OLIVENHAJN MUNICIPAL WATER DISTRICT (760) 753 -6466 EROSION CONTROL MEASURES. RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE OF THE COMPACTION AND
PROPOSED OFFICE BUILDING, 2234 ENCINITAS BOULEVARD. ENCINITAS CALIFORNIA D.- TELEPHONE - SBC BELL - (760) -489 -3411 STABILITY OF THE SITE.
FOR THIS PROPERTY PREPARED BY CHRISTIAN WHEELER ENGINEERING DATED JANUARY 28, REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE
E. CABLE TV -COX COMMUNICATIONS- (760) - 806 -9809 X- ?233 CONDUCTED IN PHASES TO AV= UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT
1004, (THE GEOTECHNICAL REPORT) SHALL BE CONSIDERED AS A PART OF THIS GRADING ''° REMOVE TREES OR SHWNS UNNECESSARILY, THEY HELP DECREASE EROSION.
PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND 2. CONTRACn*_SHALL NOTIFY THE CITY ENGINEERS OFFICE 48 HOURS PRIOR TO ENCINITAS/RSF, LLC
SPECIFICATIONS CONTAINED IN SAID REPORT BEGINNING ANY Wes, ON THIS PROJECT. PHONE: (760)- 633 -2770. BOUNDED FIBER MATRIX (BEM) MUST BE INSTALLED ON SLOPES OR WHERE CONSTRUCTION IS NOT- 14031 MIDLAND ROAD
IAMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. POWAY, CA 92064
J. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, LOCATION AND J. THE CONTRACTOR SHALL "GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: PHONE. (858) -513 -3999
TYPE OF DRAINAGE FACILITIES, NOR OF IMPROVEMENTS WITHIN STREET RMsHT -OF -WAYS. (760)- 633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES
SEPARATE APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN CONJUNCTION WITH SUBJECT TO REJECTION AND REMOVAL. ARE COMPLETE' rnw? Or
IMPROVEMENT PLANS.
WATER USAGE FOR DUST CONTROL SHALL BE MINMIZED. 8Y: KEVIN MCNAM,ARA, MANAGING MEMBER AIR
4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. ON -SITE CONSTRUCTION MAT<WAL STOXAGN
D. AROSION CONTROL (SEE ALSO BEST MANAGEMENT PRACTICES NOTES ON SHEET 3)
5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE.
ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK GRITZMAKER AT CONTRACTOR SMALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. SOILS' ENGINZER'S CRRTIFICATE
SHALL BE REPLACED OR REPAIRED TO THE CONDITION EXISTING PRIOR TO GRADING. (838) 587 -1901 (OFFICE), OR (619) 341 -1008 (CELL), 24 HOURS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE.
1, CHARLES H. CHRISTIAN, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA,
6. THE DEVELOPER SHALL BE RESPONSIBLE FOR ANY MONUMENT OR BENCH MARK WHICH 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL £LMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY
IS DISTURBED OR DESTROYED BY CONSTRUCTION ACTIVITIES, SUCH MONUMENTS AND /OR TIMES DURING THE RAINY SEASON (OCTOBER i TO APRIL 1 S). ALL NECESSARY EROSION MAY INCLUDE SOIL, PARKING MATERIALS, ASPHALT, CONCRETE, AGGREGATE BASE, ETC. STOCKPILES THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS
BENCH MARKS SHALL BE RE- ESTABUSHED AND REPLACED BY A REGISTERED CIVIL CONTROL MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT
SHALL IL LOCATED AWAY FROM CONCENTRATED STOIRASM S FLOWS AND STORM DRAIN INLETS. MADE ET ME OR UNDER MY DIRECTION IN OCTOBER THROUGH DECEMBER 2006. ONE
ENGINEER OR A LICENSED LINO SURVEYOR. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS STOCKPILES SHALL BE COVERED, A.OR PROTECTED WHEN SDIL STABAT ALL MEASURES AND PROVIDED COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY
WITH A TEMPORARY SEDIMENT RARR�R AROUND Tllf PERMIETfR AT ALL LILTS.
IMMINENT. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, B. TRAINING FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE
RECOMMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN
INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE R INCORPORATED RECOMMENDATIONS
/N THE PLANS AND SPECIFICATIONS.
AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. APPROVAL OF THE ENGINEERING INSPECTOR. CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRucrm IN THE CITY OF ENCINTAS SHALL BE
TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINTAS STORMWATER POLLUTION CONTROL
8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (112) MILE OF A STRUCTURE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER REQUIREMENTS. THESE BMP NOTES SMALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE SIGNED. - - _.. 3�L
FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5.30 P.M. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. PROM" OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT
AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. ROE NO.: 00215
5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE PoFESSjq,
9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING MEETING HAS KEN REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR Y 1/ISfi lfANiGBIalV! EXP. DATE: 9/30/09 pe
S N. �y
HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT. CITY INSPECTOR, CIVIL ENGINEER, UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED <(l ti
SOULS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING SHALL BE COINSTRI/CTION MATERIALS. "DUMIIIG QF UNUSED OR WASTE PRODUCTS ON THIS GRpUNp, WHERE JOB CWE 2060610.1 0 re Nc GE2^5 9
SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY cAU.ING (780) B. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM 15 STRICTLY PROHIBITED. W "ExL 3 13 3 Z T
633 -2770. TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A CHNST14N WHEELER ENGINEERING * P
HAZARDOUS CONDITION. NO SEEPAGE FROM DUMPSTfRS SHALL BE DISCHARGED INTO STORMWATER. KRIS /DICES SHALL BE 4923 MERCURY STREET
f0. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS SKULL BE SAN DIEGO, CA 92111 9�OFCAoF�P
CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE 7. ALL EROSION CONTROL. MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. OtMHPSTERS TEL: (858) 496 -9760
APPROVAL FROM THE CITY ENGINEER EDIT THE PROPOSED HAUL ROUTE. THE DEVELOPER BE INCORPORATED HEREON. WI MM' LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH FAX: (858) 496 -9758
TAR,71M ORUWfR TO AVOHO RAIN CONTACT WITH ANY TRASH MATERIAL.
SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE i
WITH REGARDS TO THE HAULING OPERATION. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE �%_MPNAL'
LuoiNi G SOLVENTS, WATER -BASED PAI/n, vENICLE FLUIDS,
OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. �' E AON � W000, AND G{EARED VEGETA110N" CAN BI RECYCLED. �gF IIDVliP OF /ORr 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO RECYC HATE BE TAKEN t0. AN APPROPRIATE LANDFILL OR DISPOSED OF AS
FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN AS- GRADED 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN S CL BE IN PLACE AT THE END OF W ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE
THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL
CERTIFICATION SHALL BE PROVIDED STATING: THE GRADING UNDER PERMIT NO. 765 -G EACH WORKING DAY WHEN THE FIVE (5) DAY "PROBABILITY FORECAST EXCEEDS FORT' } RALRDOUS IIAB}B FREE AT (B0o) 714 - i t 93. FOR NMFORAIATION ON LANDFILLS AND ,
HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN PERCENT (40X). SILT AND OTHER DEBRIS ALL BE REMOVED AFTER EACH RAINFALL. TO ORDER DlIMPSTERS AT (760) 431- 41'3t., COMPLY W/TH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S
I _ TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED
OR AS SHOWN ON THE ATTACHED AS- GRADED PUN ". THIS STATEMENT SHALL BE POLLUTANTS SHALL BE T OFF XPOSED SURFACES. PLACE TRASH CAMS AND RECYCLING . HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE
FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH RECEPTACLES itOUNp TSlT£. CITY of ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE.
GRADING OPERATION: f THE ENGINEER AGREES THAT ANY PUN CHECK OR REVIEW PERFORMED BY THE CITY OF
OLIVRNBIIIN WMWLPIL B'ATIt DISTRICT NOTCS: TABLE MUST RE IN GOW WriRKiING -ORDER AND CHECKED FREQUENTLY FOR LEAKS. ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PUNS PREPARED BY THE
12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR 1. REVIEW OF THIS PLU1NyBY OUVENHAIN MUNICIPAL WATER DISTRICT DOES NOT SNALL PROVIDE SECONDARY CONTAINMENT AND LOCATE' PORTABLE TOILETS AWAY FROM ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL
UNDER HIS DIRECTION. HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND S IN INLETS ON PERVIOUS SURFACES. SUFFICIENCY OR ADEQUACY OF THE PUNS OR DESIGN AND IT THEREFORE DOES NOT
COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUMMIT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OF THE LOCATION OF OR THE RELIEVE THE ENGINEER OF RESPONSIBILITY FOR TNAf PUNS OR DESIGN OF IMPROVEMENTS
SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. EXISTENCE OR PION- EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR STRUCTURE WITHIN ALL CONSTRUCTION DEBTS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORM DRAIN. NEy�D THEREON. THE ENGINEER RER AGREES t0 /NDEMNIFI' AND HOLD DESIGN OF
THE CET)' S
UPON COMPLETION OF GRADING OPERATIONS. HE SHALL STATE THAT OBSERVATIONS AND THE UMI7,_OF THIS PROJECT. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY OF
TESTS WERE MADE BY HIM OR UNDER HIS SUPERVfS/ON AND THAT IN HIS OPINION, ALL ! FROM CONSTRUCTION SITE • ENCINITAS AND ITS OFFICERS, AGENTS. AND EMPLOYEES FROM PROPERTY DAMAGE OR
2. AL L' EXISTING FACILITIES WHICH MAY AFFECT THE FINAL DESIGN LE. LINE CROSSINGS, BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRPORS, OR OMISSIONS OF
EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. PARALLELING OR PROPOSED CONNECTION SHALL I N F1f10 VERIFIED. ALL EXISTING , FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE THE ENGINEER` ANDJl1S /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND
I LINE PROPOSED UTILITY CROSSINGS WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINTAS AT (760) 633 -2770. SCOPE OF SUCH AGE/V6Y AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE SHOWN ON IMPROVEMENT PUNS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS BY THE ENGINEER
POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE UNLESS GIVEN WRITTEN PERMISSION BY OLIVENHAJN MUNICIPAL WATER DISTRICT.
WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES AND FINISHED WORK ON THE SITE GRABHORN ENGINEERING CORP.
AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION OF FRESHLY GRADED AREAS]
UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE N£N 3. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ENVIRONMENTAL DATA 8555 HERO DRIVE, SUITE 105
INSTALLED. / ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) 1) STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1.5:1 SAN DIEGO, CA 92123
WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET 2) MAXIMUM VERTICAL DEPTH OF CUT = 1.8 TELEPHONE NO. (858) 576 -6343
14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND flF- SHALL BE CURRENT OL/VENHAIN MUNICIPAL WATER DISTRICT STANDARDS IF FACILITIES DO NOT MEET 3) MAXIMUM VERTICAL DEPTH OF FILL = 2.6 FAX NO. (858) 576 -6334 � _
PLACED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS AND GEOTECHNICAL REPORT. STANDARDS THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S 4) AVERAGE DEPTH OF CUT = 0.9' \ or .,.
ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE EXPENSE. 5) AVERAGE DEPTH OF FILL = 1.3' _ td
CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO Bf PLACED. LOOSE FILL 4Q4PRABHORN, PRESIDENT
AND ALLUVIAL SOILS SHALL BE REMOVED t0 SUITABLE FIRM ; TURAL GROUND. THE 4. UTILITIES TO MAINTAIN A MINIMUM OF 5 -FEET SEPARATION WHEN PARALLELING WATER ,S R.C.E. 19375
EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12,I0CHES AND THEN COMPACTED SERVICES.
TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE C.Off RACTOR'S RESPONSIBILITY TO SHEET 1 - TITLE SHEET
PLACE, SPREAD, WATER AND COMPACT THE FILL IN-STRICT ACCORDANCE WITH THE 5. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET IS REQUIRED BETWEEN FIRE HYDRANTS CUT= C.Y. HEET ? - DETAILS LI�IRVTOUS ABrI \_'
SPECIFICATIONS AND GEOTECHNICAL REPORT.: - AND SAN DIEGO GAS AND ELECTRIC VAULTS. SHEET 3 - GRADING PUN
FILL = 140 C. Y. /� SHEET 4 - EROSION CONTROL DETAILS AND NOTES IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 23.278 SQ FT
6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER IMPORT = 40 C. Y. SHEET 5 - EROSION CONTROL PLAN IMPERVIOUS AREA AFTER CONSTRUCTION 22, SO FT
CITY OF INR MlAS PMC PROTRY 70N DLS7R(CT NOT=: TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF PARCEL THEY ARE SERVING. SHEET 6 - RETAINING WALL NOTES AND DETAILS DECREASE IN IMPERVIOUS AREA: 300 SQ FT
SHEET 7 - RETAINING WALL PROFILE
1. ALL ROADWAYS SRAU Aff-A IMM" OF 24 FIST IN WMW DURING SHEET 8 - RETAINING WALL PROFILE
CONSTRUCiioN AND ,MADVTADIID MW AND CLEAR, INCLUDING T= PAUNG OF I/Wr 9 - AAAAPS44O E /tAAI
vMcLCS. IN Accoalvcl WITH THE FIRM coal AND THE alrcDVn'AS FDiI PUBLIC WORKS PLANNING & BUILDING PARKS & RECREATION OLIVENHAIN MUNICIPAL WATER . DIST. ENCINITAS FIRE PROTECTION DIST. PERMITS
DIPIJrrldW ,;
OR /CDP POW NO. 05 -062
/or SPECIAL USE PERMIT NO. 3 S • x • o 6.31. Q& � +'Si 3�'i°l' 3/JII�G� TENTAn� PIUtcE� ww No. 05 -062
BY: DATE: DATE: BY: DATE: SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED DATE:
REVISIONS APPROVED DATE REFERENCES DATE BB CH MAF�>IC SCALE SPECIAL DSTMT APPROVALS CITY OF ENCI11IN11frA8 ENGINEERING SERVICES DEPARTMENT DRAWING NO.
111217? t4z,014��_ DESCRIPTION: 2.8" BRASS DISC IN NE COR. PLANS PREPARED UNDER SUPERVISION OF RECOMMENDS APP JED GRADING PLAN FOR:
5 3 OF DRAINAGE INLET, CITY OF 204 MTAB �vAM
T_ ENCINITAS 13ENCHMMK "EMC 36" HORIZONTAL DATE �L BY. BY: OFFICE BUILDING %65'G
RICHARD G. GRABHORN R.C.E. NO.: 19375
RECORD FROM: CITY OF ENCINITAS VERTICAL N A ENGINEER NAME DATE: +/ I /� DATE: F 8
ELEVATION: 37.31 DATUM: NAVE) 88 EXP. 9 -30 -09 PLANING CASE NO: 05 -062 DR/TPM SHEET 1 OF 9
RLENAME: Z.-\405-003 Encinitas \dwg \405- 003GP.DWG LAYOUT: GP -1 DATE: 0312612008
Q3
4.00'.*
x 7
EX PCC DITCH
VAR,
10.2' TO 0.3'
_J-
PROPOSED WALL MOUNTED FENCE
I r 4.50'
PROP. WALKWAY
a �
�� #
�3�3'
6. SEALANT & w
EXPANSION MATERIAL
2x
MIRADRAIN 6200 W/
_,�MARAFI 140 GEOFABRIC,
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- EXISTING GROUND LINE
4' PERF. PVC -SCH 40
lsiiL�- - s i**CHNICAL REPORT
PROP- -iACK CUT
i
Sir
2.01E
NOTES �l
.� 1. SEE STRUCiURAL PLA
FOR DNAWSIONS AND
1.561 REINFORCING SCHEDULE.
2.25' -MAX H =25' 9.5' 2. SEE LANDSCAPE PLANS
1
3.25'-MAX H =5 FOR WALL CAP, FINISH,
FENCING AND WALKWAY
1 /DETAILS AND
ry SPECIFICATIONS
CONIRACI'IOR SHALL DETERMINE THE
LOCATION OF THE EXISTING WALL FOOTING 3. SEE STORM DRAIN 'A' AND
A MINIMUM OF 10 WORKING DAYS BEFORE WALL PROFILE BELOW
START OF CONSTRUCTION. THE BOTTOM HEREON.
OF F0017NG FOR THE PROPOSED WALL
SHALL BE PLACED BELOW A 1:1 PLANE
PROJECTED FROM THE BOTTOM OF THE
EXISTING FOOTING.
SECTION A -A'
NOT TO SCALE , 1.00' , ETC
318' 112" RADIUS TYP
• �' 6
c • 7 -1%2. 560 -C -3250 P.C.C.
Mft♦f ♦ : �� i O
� e
94
92
0
ARP LIP OF GUTTER TO BE
FLUSH WITH C.B.
SEE PLAN VIEW
BROOKS 1212 C.B.
OR APPROVED EQUAL.
-SLOPE FLOOR 12:1
TOWARDS OUTLET
1 1.67'.* ,
WZZ
O.y
in
�,4
CAUTION: - � .«A
IIRACTOR TO POTHOLE VERIFY DEPTH AND LOCATION j
EXIT 12' WATERLINE A MIN OF 72 MRS. PRO OR TO 1T7it
NCHiNG FOR 8' PVC STORM DRAIN AND ADVISE ISO
NNEER OF WORK OF ANY CONFLICT MTN' THESE PLANS. t
EXISTING GRADE ABOVE S.D. ~
Lot
2 PROPOSED GROUND
LINE OVER S.D. P N
3 Ly
NE
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M
on
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Ia
MA04TAIN 12' MIN.
SEPARATION
N
n
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0
94
92
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STORMEILTER DATA
1
PROPOSED CONTOUR
6, CONTRACTOR SMALL PREPARE AND SUNNi FOR OWNERS APPROVAL A PLAN TO NAWIA N MMM W TAE EXISTING MWMY AT A RfASOMME LEVEL OF OPERATION.
96
N ELE
92176
ewAS,lcRw6eY secs
PROPER TY LINE
7. AETAM EXISTING D04WAY PAVDAW W PUCE FOR AS LONG AS NEASOi AY PRACTICAL
�-
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eifAl101el��rele=. nJelRleei
FAN/SHED FLOOR ELEVA7IAV
OFF
94
CF �� 23 ?5' *9.30- APPROX. BO
-
-
TOP OF CURB ELEVA7IOV
TC
��i
FLOW L//ME ELEVA7KW
FL
GRADE BREAK
C4 n
+ M
+
i
CURB FACE M7GLIT
CF
92
1 11.25 RETAINING WALL BELOW
o,
EXISTING SEWER LNNE
96 r
--
EXISTING WATER LNNE
{ W )
EXISTING SEWER MANHOLE f
a
I
PROPOSED SEWER LATERAL /
SDRSD S -13
PROPOSED WATER METER W/RwUcw mAiSSURE (RP)
WAS WR -01, WS -01
BACKFLOW PREVENTION DEVICE f SEPARATE PERANT)
PROPOSED BIOFlLIER SWALfS, (BMIP NOT 1D BE MODIFIED
_
PROPOSED DRRE'Cl/OV OF S ACE FLOW
17 T7�TIa Of SHOWN
T
OPO
T.C.
L2O
PROPOSED DRA#VAQF SET
- -0
1
DEW REEL GTCIW W STOI\IFLTER
SECTION VIEWS
2
2 •
+
�
STANDARD DETALe. - i GLLTIIOOE UNIT
- -
- -
-- -
--
} -- -�
FF
3.9
-
_
ON SHEET 5
W/TFNN THE LIMITS OF CONSTRUCTION
SEE SPECIAL
PR 6 TYPE G
•
F.L.
}
--
+ -
-
-
r,
� - - -E
STING GRADE
REMOVE EXISTING A.C. PAVEMENT
NOTE 5 HEREON
CUR B GUTTER
I
`
NOTE. STA11
ING I
ON F CE OF
CURB.
PROPOSED A.C. PAVEMENT & CL H AGGREGATE BASE
-
SEE NOTE 4 HEREON
TOP
-
-
-�
10+00
2' OPENINGS IN CURB
sGALL: HURL: I =1U
VERT• 1' =2'
TU+3U
VAR.
LEGEND
WnGf 91Ue
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
JM P„v O
94
y
EM
SOR.SO NO SMMKAL.
�o
EXIS7ING GRADE ABOVE Lt
3. UPON CDMLETi�N OF THE PROJECT. REPAIR ANY DISTINMED OR DESMYED PAWWW S11MNM1G AND MAM M TO MKCONSINXI10N CO VTONS.
wi
EAIS77NG CONTOUR
$CUT eyIq, a RT
STORMEILTER DATA
1
PROPOSED CONTOUR
6, CONTRACTOR SMALL PREPARE AND SUNNi FOR OWNERS APPROVAL A PLAN TO NAWIA N MMM W TAE EXISTING MWMY AT A RfASOMME LEVEL OF OPERATION.
96
PROPOSED -�' .7'ORM DRAIN
-
ewAS,lcRw6eY secs
PROPER TY LINE
7. AETAM EXISTING D04WAY PAVDAW W PUCE FOR AS LONG AS NEASOi AY PRACTICAL
FNI (i ABOVE SD
HIGH POINT
HP
lNloe urn IINNC Uw
TOP OF GRA 7E £L£VA770N
96
_U�.MeIi.Iy.f..
1�MIMOG GICJMYI -TGI� uwsY'.:: "y^y��
� altu.x K101�
eifAl101el��rele=. nJelRleei
FAN/SHED FLOOR ELEVA7IAV
OFF
94
CF �� 23 ?5' *9.30- APPROX. BO
-
/ f1�ILL
TOP OF CURB ELEVA7IOV
TC
y
FLOW L//ME ELEVA7KW
FL
GRADE BREAK
' j GO
CURB FACE M7GLIT
CF
92
1 11.25 RETAINING WALL BELOW
o,
EXISTING SEWER LNNE
96 r
--
EXISTING WATER LNNE
{ W )
EXISTING SEWER MANHOLE f
-
90
PROPOSED SEWER LATERAL /
SDRSD S -13
PROPOSED WATER METER W/RwUcw mAiSSURE (RP)
WAS WR -01, WS -01
BACKFLOW PREVENTION DEVICE f SEPARATE PERANT)
PROPOSED BIOFlLIER SWALfS, (BMIP NOT 1D BE MODIFIED
_
PROPOSED DRRE'Cl/OV OF S ACE FLOW
17 T7�TIa Of SHOWN
T
lPItY}i�Y
eeeleell101rr,el�le rlll.11sl.w
PROPOSED DRA#VAQF SET
- -0
\.
VAR.
AR.'
WnGf 91Ue
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
JM P„v O
94
FACE O 12' O.C.
TOP OF
m G•
<
EXIS7ING GRADE ABOVE Lt
3. UPON CDMLETi�N OF THE PROJECT. REPAIR ANY DISTINMED OR DESMYED PAWWW S11MNM1G AND MAM M TO MKCONSINXI10N CO VTONS.
4514
,R.YNT4^M.
$CUT eyIq, a RT
STORMEILTER DATA
1
n
6, CONTRACTOR SMALL PREPARE AND SUNNi FOR OWNERS APPROVAL A PLAN TO NAWIA N MMM W TAE EXISTING MWMY AT A RfASOMME LEVEL OF OPERATION.
1
PROPOSED -�' .7'ORM DRAIN
-
ewAS,lcRw6eY secs
- - -- -
7. AETAM EXISTING D04WAY PAVDAW W PUCE FOR AS LONG AS NEASOi AY PRACTICAL
FNI (i ABOVE SD
LL 1 �=
64.34 LF -6' PVC-CL 305
lNloe urn IINNC Uw
y
NFIJ1UIIf GOWN.
96
_U�.MeIi.Iy.f..
1�MIMOG GICJMYI -TGI� uwsY'.:: "y^y��
� altu.x K101�
eifAl101el��rele=. nJelRleei
CURB
T.
95. l
CF �� 23 ?5' *9.30- APPROX. BO
-
/ f1�ILL
ADJUST FOR EX. RET
WALL BELOW,
y
Ni
L r I]t
FYIPO1�13�0 1- CARIRKJGL CA 7CMBASiW S1Y.14RA9L TER
-
Coo ; f ADJACENT TO EX.
A;
e
1 11.25 RETAINING WALL BELOW
o,
.00'
96 r
--
T-
_7
--
r
- --
VERP i • = 2'
812'
PROPOSED BIOFlLIER SWALfS, (BMIP NOT 1D BE MODIFIED
_
17 T7�TIa Of SHOWN
T
lPItY}i�Y
eeeleell101rr,el�le rlll.11sl.w
.a.
w..nWY
.�o=rNwerr. err. = Igellllrc
\.
DEW REEL GTCIW W STOI\IFLTER
SECTION VIEWS
2
2 •
�
STANDARD DETALe. - i GLLTIIOOE UNIT
l
+
FF
-
_
ON SHEET 5
W/TFNN THE LIMITS OF CONSTRUCTION
SEE SPECIAL
PR 6 TYPE G
•
F.L.
}
--
+ -
-
-
REMOVE EXISTING A.C. PAVEMENT
NOTE 5 HEREON
CUR B GUTTER
UP OF GUT.
I
PROPOSED A.C. PAVEMENT & CL H AGGREGATE BASE
-
SEE NOTE 4 HEREON
SECTIONB'?OFIIeE
94
-
--
+-
--
+
i
/
PROPOSED P.C..C. PAVEMENT
DFiP
CURB
DETAIL
-
-. 94
NOT Ti , SCA
- _ -- -
- - -_. _
PROPOSED DEPRESSED CURB
-
�\
PROPOSED 6' CONC. CURB
G -1
-
92
P
�-
t
PROPOSED TYPE 'G' CURB & GUTTER
G -2
A
T
PROPOSED LONGITUDINAL GUTTER
PER DETAIL
O
96
t - +
7
-
+-
'
+ +
�� 92
EA
PROPOSED PCC WALKWAY PER LANDSCAPE ARCHITECT PLAN
-
I✓DW
SIDE OF
WALL
PROPOSED DEEPENED FOOTING PER ARCHITECT PLAN
+
90
��
_ ;y
-
__ y
PROPOSED STEM WALL PER ARCHITECT PLAN
9
90
PROPOSED R£TA/NhVG WALL
PER DETAIL
94
PROPOSED 2.• 1 OR FLATTER SLOPE
roc T_
± ±-
88
DAYUQ4T LINE / LAW 75 OF CONS IRUC770V
y�1.
VIER T.. "�
SECTION
E -E
+L SCALES: HORIZ: i' = 10' £X. 5 112' H/GY CHAIN LINK FENCE
1� + r t VERT: lm = 2' PROP 5 112' HIGY CHAIN LINK FENCE
PRIVATE LIGHT STANDARD �4
1. TIE Emmw ONE STOAT sumAANG TD K 011MOLISNEO wi m SEPARATE PEMINT.
2 PROPOSED ELEVATI01I5 AND Comm SNOWN ON TIMESE MANS ARE FNr�6 SINN FACE. CONTiNACTOR SMMALL DEmww SI>rORADE ELiYAT10NS MSED ON iM1S
GRADR/P PLAN AND KUM OONSTRI/CTOM DOCUWWIS.
® 3. ALL EXISTMIG MMROVE/KNiS WTTIp/ TIME LINTS OF CONSIMICT10N ARE TO K REM0IE0.
FINISH GRADE ABOVE S.D. 2 PROPOSED PAINID AND CUSS N AGKEGATE RASE SMALL K DETE�ED NY TIE KOTE'CNIMCAL CM"rANT IWEN THE APr•NW(NMTE SIMSUDE ELEVATION HAS KEN
ACIREIED RASED ON A MNiNMN1 TRAFFIC NWX (TI) OF I.S. MpNNII SECTION SMALL K 4' A.C. OVER S' CLASS N AGGREGATE RASE.
APPROX TOP OF WALL ELE
TION 4
WnGf 91Ue
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
JM P„v O
94
APPRdX FTiNN$H GRAPE •
ACK OF WALL
m G•
<
EXIS7ING GRADE ABOVE Lt
3. UPON CDMLETi�N OF THE PROJECT. REPAIR ANY DISTINMED OR DESMYED PAWWW S11MNM1G AND MAM M TO MKCONSINXI10N CO VTONS.
4514
,R.YNT4^M.
$CUT eyIq, a RT
STORMEILTER DATA
1
<1 I.
1
6, CONTRACTOR SMALL PREPARE AND SUNNi FOR OWNERS APPROVAL A PLAN TO NAWIA N MMM W TAE EXISTING MWMY AT A RfASOMME LEVEL OF OPERATION.
1
,-
3
92
ewAS,lcRw6eY secs
FOO7f EL 90Q N N
7. AETAM EXISTING D04WAY PAVDAW W PUCE FOR AS LONG AS NEASOi AY PRACTICAL
FNI (i ABOVE SD
LL 1 �=
64.34 LF -6' PVC-CL 305
lNloe urn IINNC Uw
y
NFIJ1UIIf GOWN.
96
_U�.MeIi.Iy.f..
1�MIMOG GICJMYI -TGI� uwsY'.:: "y^y��
� altu.x K101�
eifAl101el��rele=. nJelRleei
•..
T.
95. l
CF �� 23 ?5' *9.30- APPROX. BO
-
/ f1�ILL
ADJUST FOR EX. RET
WALL BELOW,
y
PAD EL 9e_9G-
L r I]t
-
mwawl
Inn-
If eraweimwmlrm+lrowswmeounoN: rorennlo, art Nom sm.+ee�;lo=a,nucn..IC Nn�
WnGf 91Ue
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
JM P„v O
94
wnriaD so olmer nnc ro sz sen+m w ewrm,+o ,uunm w coenraal.
COE
m G•
fNi R 11111.< UlMG IINNIL CUTAMG w Cm11ML�Qt.
GI tPl M1111d0 M1Nf. COIK}CR CUIM61CgRD. CL.OnC CpIM1MX dAW1111' (21 N gmrCICK. eW W
w[K WNl
� NIL lWIYYm3 RWr ICf�N.Yt MVMi[1WIL[. ILL,Q W ORRh110M NA MNIIIMK2 fi11W1,61V1t MJOIL
,R.YNT4^M.
$CUT eyIq, a RT
STORMEILTER DATA
1
<1 I.
1
-
1
,-
3
92
ewAS,lcRw6eY secs
FOO7f EL 90Q N N
11BIfU1C.N enRs
� z.r
LL 1 �=
64.34 LF -6' PVC-CL 305
lNloe urn IINNC Uw
y
NFIJ1UIIf GOWN.
sr2 6411
_U�.MeIi.Iy.f..
1�MIMOG GICJMYI -TGI� uwsY'.:: "y^y��
� altu.x K101�
eifAl101el��rele=. nJelRleei
1
JON EAT
CF �� 23 ?5' *9.30- APPROX. BO
OF FOOTING-
90
/ f1�ILL
ADJUST FOR EX. RET
WALL BELOW,
y
(SEE SECTION A -A' HEREON)
L r I]t
POR. OF RETAINING WALL
mwawl
Coo ; f ADJACENT TO EX.
tallmr,[ cwwl
e
1 11.25 RETAINING WALL BELOW
1!R TOR 4
.00'
wncr ens
18 L.F. -6 PVC
45 83 L.F. -6' PVC
Tea Iloie! nbl
SYV" DRAIN 'A' D P
PROFIIJAE
SCALES. HORIZ: 1' = lop
VERP i • = 2'
Inn-
GENERAL NOTES
If eraweimwmlrm+lrowswmeounoN: rorennlo, art Nom sm.+ee�;lo=a,nucn..IC Nn�
WnGf 91Ue
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
A TeRlIe1LlIeL W R NYVILTe�Q IM IIICI, eRl1. Mn'.
ON.IIM 4YpMI1G
wnriaD so olmer nnc ro sz sen+m w ewrm,+o ,uunm w coenraal.
51 ceereols.m I.Iin �!m r/1JIO.YlC) I )rIG Snm roa IN[fTnH11UdA NO dmcr �lMG. FMweD rimer
m G•
fNi R 11111.< UlMG IINNIL CUTAMG w Cm11ML�Qt.
GI tPl M1111d0 M1Nf. COIK}CR CUIM61CgRD. CL.OnC CpIM1MX dAW1111' (21 N gmrCICK. eW W
w[K WNl
� NIL lWIYYm3 RWr ICf�N.Yt MVMi[1WIL[. ILL,Q W ORRh110M NA MNIIIMK2 fi11W1,61V1t MJOIL
,R.YNT4^M.
$CUT eyIq, a RT
STORMEILTER DATA
1
<1 I.
1
-
1
G•
ewAS,lcRw6eY secs
MCt GMR
11BIfU1C.N enRs
� z.r
Ka naex!!.
XI1LT Snle m MOR GJ
lNloe urn IINNC Uw
caw. ". "°".' °""•'°°"
5"""
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1
1
3
-
n![rmvrz on31 w uev3eowe
L r I]t
mwawl
tallmr,[ cwwl
1!R TOR 4
wncr ens
Tea Iloie! nbl
Srolefem
GIIMWIACCEL IrONCf[RT1
RUC d eAt MiVI pR III[ TJ
urneminN
wr,Nan
z�• _�I_ r
lNne
r� szl•
lPItY}i�Y
eeeleell101rr,el�le rlll.11sl.w
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.�o=rNwerr. err. = Igellllrc
DISIMP SYS& GTCIMEE/ ETOIMI FLTEII
DEW REEL GTCIW W STOI\IFLTER
SECTION VIEWS
2
NV 1
PLAN AND EYV{
�
STANDARD DETALe. - i GLLTIIOOE UNIT
ws.w ..115 we,eseJw�= r
GENERAL NOTES
If eraweimwmlrm+lrowswmeounoN: rorennlo, art Nom sm.+ee�;lo=a,nucn..IC Nn�
rvewon root
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
A TeRlIe1LlIeL W R NYVILTe�Q IM IIICI, eRl1. Mn'.
ON.IIM 4YpMI1G
wnriaD so olmer nnc ro sz sen+m w ewrm,+o ,uunm w coenraal.
51 ceereols.m I.Iin �!m r/1JIO.YlC) I )rIG Snm roa IN[fTnH11UdA NO dmcr �lMG. FMweD rimer
5IM
z
fNi R 11111.< UlMG IINNIL CUTAMG w Cm11ML�Qt.
GI tPl M1111d0 M1Nf. COIK}CR CUIM61CgRD. CL.OnC CpIM1MX dAW1111' (21 N gmrCICK. eW W
VI=e
� NIL lWIYYm3 RWr ICf�N.Yt MVMi[1WIL[. ILL,Q W ORRh110M NA MNIIIMK2 fi11W1,61V1t MJOIL
,R.YNT4^M.
9'J'AYM( 9'S%
STORMEILTER DATA
1
<1 I.
1
Y
1
Y
Jam:'
ewAS,lcRw6eY secs
MCt GMR
M[f 511A �• ml(Itl'91U6
� z.r
Ka naex!!.
O'e0W) 2 NRIOIt, WI
NQ MU16N5) MO[ -
lNloe urn IINNC Uw
caw. ". "°".' °""•'°°"
5"""
�ro ur_„I Te
an3cc
_U�.MeIi.Iy.f..
1�MIMOG GICJMYI -TGI� uwsY'.:: "y^y��
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eifAl101el��rele=. nJelRleei
L
urinlG cue
3
-
mr ora
"`�
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Lou erv.now
eJnlsGe mn
eurroer
i
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.....
Y)..Jwsrsss.
lPItY}i�Y
eeeleell101rr,el�le rlll.11sl.w
DISIMP SYS& GTCIMEE/ ETOIMI FLTEII
SECTION VIEWS
2
T
STANDARD DETAIL - I C/1R111DOE UL11T
GENERAL NOTES
If eraweimwmlrm+lrowswmeounoN: rorennlo, art Nom sm.+ee�;lo=a,nucn..IC Nn�
saraex: nlaluez. No otw �,o -vle.
21 RIeNIII t!!10{Klllrem MDlftlfMlYi.
A TeRlIe1LlIeL W R NYVILTe�Q IM IIICI, eRl1. Mn'.
1131PMlm RNNb 1.1 tQI010110I1JW ,M Wplllrf. M[f ellmlOI.FLIDFRTNM p111[f. N![T�
wnriaD so olmer nnc ro sz sen+m w ewrm,+o ,uunm w coenraal.
51 ceereols.m I.Iin �!m r/1JIO.YlC) I )rIG Snm roa IN[fTnH11UdA NO dmcr �lMG. FMweD rimer
ens NesmeswsneR.wre + amr+ensa ,s sCwesowNJNI. wNaT,o,lrocaleiloll r.la:
fNi R 11111.< UlMG IINNIL CUTAMG w Cm11ML�Qt.
GI tPl M1111d0 M1Nf. COIK}CR CUIM61CgRD. CL.OnC CpIM1MX dAW1111' (21 N gmrCICK. eW W
a nvsm wm.mtmrt.
� NIL lWIYYm3 RWr ICf�N.Yt MVMi[1WIL[. ILL,Q W ORRh110M NA MNIIIMK2 fi11W1,61V1t MJOIL
,R.YNT4^M.
I- CNCf1UDCE CATCHBASIN
STORMEILTER DATA
1
<1 I.
1
1
1
aoss Mcr SRO ►at
ewAS,lcRw6eY secs
MCt GMR
HORIZONTAL AS NOTED
VERTICAL AS NOTED
� z.r
Ka naex!!.
zr •� r� •
lNloe urn IINNC Uw
caw. ". "°".' °""•'°°"
5"""
aul3ce ur
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1�MIMOG GICJMYI -TGI� uwsY'.:: "y^y��
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GEE► i1EE1 GTCNMMI E1a.s,LTE,<
TOP VIEW, MOIFi AND DATA
3
-
STANDARD DETAIL c�RLLaoaE uNiT
REVISIONS
APPROVED
DATE
REFERENCES
DATE
8ecH IIAA!'1C
SCALE
&'E ,AL DIMICT
APPWVALS
CITY OP ENCINITA8 ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: 2-5* BRASS DISC IN NE CDR,
OF DRAINAGE INLET. CITY OF
ENC:INITAS BENCHMARK
"�C_�"
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 37.31 DATUM: NAVD 88
HORIZONTAL AS NOTED
VERTICAL AS NOTED
PLANS PREPARED UNDER SUPERVISION OF
DATE 3 �i
RICHARD G. GRABHORN R.C.E. NO.: 19375
ENGINEER NAME EXP. 9 -30 -09
RECOMMENDED APPROVED
BY: BY:
DATE: DATE:
GRADING PLAN FOR: Z� ENCWAS SOU.EVAW
OFFICE BUILDING %�-G
PLANING CASE NO: 05 -062 DR/TPM SHEET 2 OF 7
3
EENAME: Z: \405 -003 Encinitas \dwq \405- 003GP.DWG LAYUUI: GI' -Z UAIt: W /[ts /zuua
b
4
QQ
h
I�
Wi
t01r � 2
O
L1
,o o-
WOOQ
9
H'qL `9J R'O
ABLE
90 I BOX
roa k TC 0;
93 82 T-
�1 9332 FS�' 1616561-6 9
.. _ 9 94 9 AC
6 F
S V u
V ERHEA oNU�E UTILITIES
SiGIV TO BE
1 STA I I UNOERGROUNL
00
KEEP \�
Ct I \
,
tai i t 2J NE \` M
3 VA AA
k p 2' •12'A
of C sE ON O N SHE
1 QED Ab
Q: 2' O
ON
o-
eA "� X31 I
i
w
/ o FOR RAMP SW S
o SEE lL I
V M
0
p
DRAIN
U �'F J \\ � •� \
h
86 & PROTECT EJ051AYG NiVl
41' rC \6 afll, 1- AT A jl
t� STORMWATER SOLUTIONS OR Q.)
CON
SEE DRAINAGE NOTES 4 5
St' _ DETAIL ON SHEE7 2.
V ('{
REMOVE 7 EX.
r)R1lEwgE __
5 112' CHAIN LINK ;
Cat U TION: FENCE-4600 SALVA
'P FAR INSTALLATION R
CONTRACTOR 1n pO►►l LE 11 42 'LANDSCAPE ARCHI CT
OF EXIST 12" WAIERLMIE A OF TO ��F �'� PLAN
TRENCMW FOR d' PVC S AMN n
ENCINM OF WOW OF ANY T. TH PLANS CONSTRUCT BROOKS 1212 CATCH.
!` BASIN OR APPROVED EQU* I
l DRAINAGE NOTE 3 HON
4 rn
%
Z,
__ ,
llI
Io
Rio— o— o —o1W'
CONCRE Tr
O
EASEMN
1Q EASEMENT AGREEWENT BETWEEN ENCINITAS
RHANCHO ASSOCIATES, LTD. AND ENCINITAS
PROPERTIES, LTD. FOR BUILDING
MAINTENANCE, REPAIR AND PAINTING PER
DOC. REC. APRIL 11, 1978 AS FILE NO.
78- 142439, O.R. SAID EASEMENT HAS NO
— I' SPECIFIC LOCATION SET FORTH AND CANNOT
9% BE PLOTTED.
\\
I,
95 '2 M
QEX SWR /y H
"NO PA ING FIRE E" NOTES
Q S TO BE I IARKED "NO P LANE" S
SHALL BE PROPERLY I RED C I a_ o e 0— o—
AS PER FIRE DEPA T �— %
STANDARDS. 9j
�J 5.00 FOOT MME GENERAL EASEMENT TO
Pt A v PACIFIC BELL LYING 250 FEET ON EACH
SIDE -OF EXISTING FACIU77ES PER DOC. REC.
47, 1997 AS FILE NO. 1997-0456076,
s 1�/ 12.00 FOOT WE EASEMENT TO SOG&E FOR
sr welts \ EXISTING POLE'S AND AERIAL FACILITIES PER
DOC. REC. SEP. 17, 1997 AS FILE NO.
1997-0456076, O.R.
® NO PARKING FIRE LANE" PERMANENT SIGNS ^S ~V� S� �4 EA Nl2tESS AND EGRESS PER
SHALL BE POSTED UPON EXISTING WOOD FENCE OOC. 22, 1998 AS FILE NO.
AT INTERVALS DE TO EXCEED 30 ARD O.C., AS J� ��� g \\ m, %%, O.R.
PER THE FIRE DEPARTMENT STANDARDS. \ STEM well
AQN 2 CONCRETE 1
N1674'45'E 346.00'
SAW CUT somom
JOIN KEEP �• "•' "Now* li woAmm
EX. PAVEMENT g� SSFS - +A•or+•.. r
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\ ONE PC - - -- -- PCfl 2236 ENCINITAS BLVD. — 3250 C
B O 75 ]HCK
-_.
29.5' tv itA SEWER c0 2 STORY STUCCO
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n E s = ,� eD,usr EXIST. cxEANOr{ TO REMAIN
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`
y A I EXI` TO REMAIN__.. -iq�r 2't NIOff i I!!ALL _••• a•
/
FA EX CMU'a DRAINAGE NOTES �`�`` \�
wq NG WALL'y. ALL PROPOSED PRIVATE INLETS SHALL HAVE 4" P.C.C. WATER NOTES
J MIwMUM THICICNESS FLOOR. TOWELED SMOOTH.
SEE SECTION A -A' CONSTRUCT BROOKS 1212 CATCH 1. CONTRACTOR IS TO LOCATE EXISTING Yi'
AND WALL PROFILE BASIN OR APPROVED EQUAL- SEE 2. ALL PVC - DRAINS TO BE CONSTRUCTED PER THESE WATER SERVICE A MINIMUM OF 5 WORKING
ON SHEET 2 DAYS PRIOR TO START OF CONSTRUCTION
DRAINAGE NOTE 3 HEREON AND PROPOSED PAVING SHALL HAVE A PLANS SF(ALL 8E SOR -35 OR CL 305 AS NOTED.
m SEE DETAIL MINIMUM SECTION OF 4' A.C. OVER AND RELOCATE TO MAINTAIN SERVICE TO
CONST. 4" STUB FOR ® 6" CLASS It AGGREGATE BASE. 3. BROOKS 1212 ''CATCH, BASIN BOXES AND GRATES 2236 ENCINITAS BLVD.
FUTURE CONK. TO LANDSCAPE DRAINS SEE SPECIAL NOTE 4 ON SHT 2. SHALL BE TRAFFIC - RATED. GRATES SHALL BE BAKE
PROOF AND HAVE A MINIMUM OPEN AREA OF 1.0 SO.
FT. AND A MINIMUM PERIMETER .OF 2.0 L.F. SEWER LATERAL N07ES
EXISTING RETAIL BLDG 4. FOR STORM WATER POLLUTION CONTROL.PURPOSES, ALL 1. CONTRACTOR SHALL LOCATE THE
F.F. 84.20 RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO SUB- LATERAL FOR THE EXISTING
CRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND STRUCTURE TO BE DEMOLISHED
CAUTION: DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC AND CAP EXISTING SUB- LATERAL
N `L��lr� �l AREAS DES EQUIVALENT RFISra INSERTER GRASS AND LANDSCAPE � 2. CONTRACTOR TO CONSTRUCT NEW
PRIOR TO ANY EXCAVATION WITHIN 10 FEET OF EXIS17NG SDG&IE
POLE P237224, CONTACT SDGdE GENERAL FOREMAN - ELECTRIC AQ SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY LATERAL TO THE EXISTING PUBLIC
(LARRY BORDEN AT 760 - 535 -8069) TO MAKE SURE EXCAVATION SEWER MAIN.
WILL NOT JEOPARDIZE SDGAE FACILITIES. IF ADDITIONAL SNORING `• 5. FILTER INSERTS ARE TO BE PRIVATELY MAINTAINED AND NOT
OR BRACING IS NECESSARY TO MAINTAIN THE STRUCTURAL TO BE MODIFIED WITHOUT A PERMIT FROM THE CITY. J. CONTRACTOR SHALL LOCATE THE
INTEGRITY OF SDG&E FACIUTIE$ IT WILL BE AT THE OWNERS LATERAL BOTH HORIZONTALLY
EXPENSE. EARTHWORK NOTE AND VERTICALLY. IF THE
ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE EXISTING LATERAL DOES NOT
APPLICANT'S PROPERTY IF ANY DISTURBANCE TO ADJACENT HAVE SUFnCIENT COVER FOR THE
DESCRIPTION: 2.5" BRASS DISC IN NE COR,
OF DRAI T. CITY OF
ENCINITAS RFNCH. :. i!� HORIZONTAL •
--
RECORD • OF
-- — -- ELEVATION: • .. L• :.:
\ME Z: \405 -003 Encinitas \dwg \405- 003GP.DWG. LAYOUT: GP -3 DATE: 03/28/2008
STORM DRAIN 'A' DATA
NO.
BEARINGIDELTA
RADIUS
LENGTH
REMARKS
1
N6 40'39 "E
- --
2700'
8 PVC CL -305
2
N16'14'45 0E
- --
73.25'
6 PVC SDR -35
3
N29'S0'35 E
- --
6.54
6 PVC SOR -35
4
N26'53 28 W
- --
T4.346
PVC CL -305
PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED PROPOSE'D;gtADING, CONTRACTOR
10' 5' 0 10 20 30' WORK, OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WILL RELOCATE THE LATERAL FOR
SCALE: 1" = 10' WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY 2236 ENCINITASAXVD.
OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR
TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE
ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY
AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS
Aio�M_%S, GROUNDS FOR A STOP —WORK TO BE ISSUED FOR THE PROJECT
UNTIL THE REQUIRED PERMISSION IS OBTAINED.
■ 16m _
or s-a-••
3
nFqlrNF BY
BY QUE(KFn BY
APPFMAL.S
CLTY OF EI4CINITA8 ENGINEERING SERVICES DEPARTMENT
DRAWING
NO.
PLANS PREPARED UNDER SUPERVISION OF
RECOMMENDED APPRQVED
GRADING PLAN FOR: 204 STAB SAM
DATE : —��
BY: BY: 'J_Y L—
OFFICE BUILDING
%65' .i
RICHARD G. GRABHORN R.C.E. NO.: 19375
ENGINEER NAME EXP. 9 -30 -09
-/'
DATE: Q DATE: �
PLANING CASE NO: 05 -062 DR/TPM
j SHEET 3 OF '
v
W
�1
SOIL STABILIZATION NOTES
1. PHYSICAL _ LIZATION THROUGH USE OF GEOTEXTILES, MATS, FIBER ROLLS (SS -7
OR ESC20), B �,FTBER MATRIX OR OTHER MATERIAL APPROVED BY THE CITY FOR
STABILIZING SLOPES,-
2. VEGETATION STABIUZATi *'USING HYDROSEED (SS -4 OR ECS10) OR ACCEPTABLE LANDSCAPING
MAY BE USED ONLY MAY 1 T04'
O ., ST 15. VEGETATION PROPOSED TO STABILIZED SLOPES MUST
BE INSTALLED BY AUGUST 15, WA AND ESTABLISHED PRIOR TO OCTOBER 1. THE
PROPERTY OWNER SHALL SHOW ON lH PLAN A CONTINGENCY PHYSICAL BMP TO INSTALLED BY
OCTOBER 1, IF HYDROSEED ESTABLISHM"T -DOES NOT OCCUR BY THAT DATE. IF LANDSCAPING IS
PROPOSED, EROSION CONTROL MEASURES loft ALSO BE USED WHILE LANDSCAPING IS BEING
ESTABLISHED. ESTABLISHED VEGETATION SHALCHA?E,A SUBSURFACE MAT OF INTERTWINED
MATURE ROOTS WITH A UNIFORM VEGETATIVE COVE 5R 10F 70 PERCENT OF THE NATURAL
VEGETATIVE COVERAGE OR MORE ON ALL DISTURBED AREAS..
3. ALL MANUFACTURED SLOPES AND CLEARED SLOPES OF 3 TO 1 - - ZONTAL TO VERTICAL) AND
STEEPER ARE TO PROTECTED WITH BMP APPROVED BY THE CITY OF ENCINITAS, AS DESCRIBED IN NUMBER
1 AND 2 ABOVE. CLEARED SLOPES FLATTER THAN 3 TO 1 MUST STILL BE-PROTECTED FROM EROSION
USING EITHER AN APPROVED BMP OR BY USING HYDROMULCH WITH A GUARIT BINDER. FLAT AREAS LESS
THAN 5X SHALL HAVE 100X PROTECTION USING GEOTEXTILES, MATS (SS -7 OR 'L 20), OR OTHER
MATERIAL APPROVED BY THE CITY OF ENCINITAS FOR STABILIZING SLOPES, OR U -,TRACKING AND SOIL
STABILIZERS/BINDERS (SS -5) TEMPORARY SEEDING (SS -4) MULCH /WOOD CHIPS (SS- S, -SS -6, SS -6),
OR JUTE MATTING (SS -7). THE CITY OF ENCINITAS MAY REDUCE THIS REQUIREMENT FOR FLAT AREAS
AND THE BELOW REQUIREMENT, PROVIDE FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED
AND MAINTAINED DESILTATION BASINS (SC -2) AT ALL PROJECT DISCHARGE POINTS.
4. AREAS OF GRADED PADS THAT HAVE ACTIVE STRUCTURE CONSTRUCTION UNDERWAY MAY BE
PROTECTED BY ROLLED PLASTIC AS PART OF A WEATHER - TRIGGERED ACTION PLAN UNTIL THE
STRUCTURE'S ROOF HAS BEEN COMPLETED. THE REMAINDER OF THE PAD AREA MUST CONTINUE
TO BE PROTECTED USING EROSION CONTROL MEASURES IDENTIFIED ABOVE.
EMERGENCY EROSION CONTROL MEASURES NOTES:
1. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT WATER FROM FLOWING
FROM THE PAD UNTIL THE STREETS AND DRIVEWAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS
IWIHOUT CAUSING EROSION; OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION OF THE CITY OF
ENCINITAS THAT WILL ALLOW WATER TO DRAIN FROM THE PAD IWTHOUT CAUSING EROSION.
2. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT WATER FROM FLOWNG OVER THE
CRESTS OF THE SLOPES.
3. MANUFACTURED SLOPES AND PADS SHALL BE ROUNDED VERTICALLY AND HORIZONTALLY AS
APPROPRIATE TO BLEND IWTH THE SURROUNDING TOPOGRAPHY.
4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN OCTOBER 1,
ALL OUT AND FILL SLOPES SHALL BE STABILIZED IWTH A HYDROMULCH MIXTURE OR AN EQUAL
TREATMENT APPROVED BY THE CITY OF ENCINITAS BETWEEN OCTOBER 1 AND APRIL 30.
APPROVED SLOPE PR07ECTION MEASURES SHALL PROCEED IMMEDIATELY BEHIND
THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENT SLOPES.
5. CATCH BASIN, DESILTING BASINS AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE
SATISFACTION OF THE CITY OF ENCINITAS
6. GRAVEL BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE CITY OF ENCINITAS
IN UNPAVED TRAVEL WAYS WIN GRADIENTS IN EXCESS OF 2 X AND ON OR IN OTHER GRADED
OR EXCAVATED AREAS AS REQUIRED BY THE CITY OF ENCINITAS.
7 THE DEVELOPER IS TO MAINTAIN THE PLANTINGS AND EROSION CONTROL MEASURES DESCRIBED ABOVE
UNTIL RELIEVED OF SAME BY THE CITY OF ENCNNTAS THE DEVELOPER SHALL REMOVE
ALL SOIL INTERCEPTED BY THE GRAVEL BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE
FACILITIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE CITY OF ENCINITAS.
THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY THE CITY OF ENCINITAS.
PLANTING NOTES:
1. ALL SLOPES SHALL BE PLANTED W►TH CITY APPROVED HYDROSEED PER LANDSCAPE PLANS. THE
HYDROSEED SHALL BE INTEGRATED INTO BONDED FIBER MATRIX (") FAR EROSION CONTROL OF
SLOPES APPLICATION RATES SHALL BE 3500 POUNDS PER ACRE MINIMUM FOR 2.1 OR SHALLOWER
SLOPES AND 4000 POUNDS PER ACRE FOR SLOPES STEEPER THAN 2 :1. BFM SHALL BE APPLIED AT
LEAST 24 HOURS BEFORE OR AFTER RAINFALL. BFM SHALL BE APPLIED TO PROVIDE 100 X
COVERAGE (I.E. APPLICATION FROM MULTIPLE ANGLES). A LETTER FROM THE HYDROSEED CONTRACTOR
CERTIFYING THAT THE BFM HAS BEEN INSTALLED IN ACCORDANCE W7H THE APPROVED APPLICATION
RATES AND COVERAGE REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL.
STORMWATER PROTECTION NOTES
1. DURING THE RAINY SEASON THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT
EXCEED THAT N41CH CAN BE ADEQUATELY PROTECTED BY THE PROPERTY OWNER IN THE EVENT OF A
RAINSTORM. 125X OF ALL SUPPLIES NEEDED FOR SUP MEASURES SHALL BE RETAINED ON THE JOB SITE
IN A MANNER THAT ALLOWS FULL DEPLOYMENT AND COMPLETE INSTALLATION IN 48 HOURS OR LESS OF
A FORECAST RAIN.
2. ANY DISTURBED AREA THAT IS NOT ACTIVELY GRADED FOR 10 DAYS MUST BE FULLY PROTECTED
FROM EROSION. UNTIL ADEQUATE LONG -TERM PROTECTIONS ARE TO BE INSTALLED, THE DISTURBED
AREA SHALL BE INCLUDED WHEN CALCULATING THE ACTIVE DISTURBANCE AREA. ALL EROSION
CONTROL MEASURES SHALL REMAIN INSTALLED AND MAINTAINED DURING ANY INACTIVE PERIOD.
3. THE CONTRACTOR IS OBLIGATED TO INSURE COMPLIANCE WITH ALL APPLICABLE STORMWATER
EGULATIONS AT ALL TIMES. THE BMP'S (BEST MANAGEMENT PRACTICES) THAT HAVE BEEN
INCORPORATED INTO THIS PLAN SHALL BE IMPLEMENTED AND MAINTAINED TO EFFECTIVELY PREVENT THE
POTENTIALLY NEGATIVE IMPACTS OF THIS PROJECTS CONSTRUCTION ACTIVITIES ON STORMWATER
QUALITY. THE MAINTENANCE OF THE BMP'S IS THE PERMITEE'S RESPONSIBILITY, AND FAILURE TO
PROPERLY WiALL OR MAINTAIN THE BMP'S MAY RESULT IN ENFORCEMENT ACTION. IF INSTALLED
BMP'S FAIL, THEY'MLIST BE REPAIRED OR REPLACED WITH AN ACCEPTABLE ALTERNATIVE WITHIN 24
HOURS, OR AS SOON�AS SAFE TO DO SO.
BONDED FIBER MATRIX (BFM) NOT:,
1. APPLICATION RATES SHALL BE 3500 POUNDS PER 'ACRE MINIMUM FOR 2:1 OR
SHALLOWER SLOPES AND 4000 POUNDS PER ACRE FOR'`SLOPES STEEPER THAN 2:1.
2. BFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR,APTER RAINFALL.
3. BFM SHALL BE APPLIED TO PROVIDE 100% COVERAGE (I.E. APPLICAPON FROM
MULTIPLE ANGLES).A,
4. FOR PERMANENT EROSION CONTROL PURPOSES, BFM MUST BE INSTALLfO IN(
CONJUNCTION WIN SEEDED EROSION CONTROL VEGETATION.
5. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THAT THE BFM HAS BEEN
INSTALLED IN ACCORDANCE WITH THE APPROVED APPLICATION RATES AND COVERAGE
REQUIREMENTS SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL.
STABILIZED FIBER MATRIX (SFM) NOTES:
7E INLET
2 ROCK BAGS
1.0' HIGH MIN.
TEMPORARY ROCK BAGS
FOR EROSION CONTROL AROUND INLETS A
NOT TO SCALE
CROSS - SECTION
NOT TO SCALE
W9 \LEI iA�^ aMW aA/ C l I fn WILT
T`.TO SCALE
CHECK D"
NOTE:
1. SFM MAY BE USED FOR TEMPORARY EROSION CONTROL FOR DISTURBED AREAS W TH
A SLOPE RATIO OF 1 VERTICAL TO 2 HORIZONTAL OR SHALLOWER, INCLUDING PAlf AND
SEPTIC FIELD.
2 THE SFM SHALL BE APPLIED AT LEAST 24 HOURS BEFORE OR AFTER RAINFALL AND
SHALL BE APPLIED TO PROVIDE 1002XX COVERAGE (I.E. APPLIED FROM MULTIPLE DIRECTION
INSTALL FIBER ROLL
ALONG A LEVEL CONTOUR.
I I ,
VERTICAL SPACING \4/
° ALONG FACE OF THE
;;SLOPE VARIES
TYPICAL F
NO SCALE
ry r
4
y 11/ 41
IX
VARIES 11, / 's-TOP OF SLOPE
�/ USE AT TOP OF- FILL SLAP€
TEMPORARY BERM
1. SET POSTS AND EXCAVATE A
4' BY 4' TRENCH UPSLOPE
AND ALONG NE LINE OF
POSTS
J. ATTACH THE FILTER FABRIC TO
THE FENCE AND EXTEND IT
INTO THE TRENCH.
SCALE
2. STAPLE FENCING
TO THE POSTS
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
�1'h'II
FABRIC 'L Lwpr
SILT DEBRIS FENCE p
NOT TO SCALE
FIBER ROLL
8' MINIMUM
ENTRENCHMENT DETAIL
Pol NO SCALE
VIII/ 41 INSTALL A FIBER ROLL NEAR
SLOPE WHERE IT TRANSITIONS
INTO A STEEPER SLOPE
ILL INSTALLATION
n
/0
I
MATS/BLANKETS SHOULD
BE INSTALLED VERTICALLY
DOWIISLOPE.
3/4' "x3/4"
WOOD STAKES
MAX 4' SPACING
-I 1 I- TYPICAL SLOPE
2' TO 3�VERLAP STABILIZATION
( I (I
ISOMETRIC HE
r I I I I I I NOT TO SCALE
NOTES. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS
_ AND GRASS. MATSIIXANKETS SHALL HAVE GOOD SOIL CONTACT.
1 it i I 2. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MMNTANV
DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
GEOTEXTILES, AIATS /PLASTIC COVERS AND EROSION CONTROL BLANKE75
REVISIONS
AND ANGLES).
DATE
REFERENCES
3. FOR PERMANENT EROSION CONTROL PURPOSES, SFM: MUST BE INSTALLED IN CONJUNCTION IWTH
RICH MAW
SCALE
SEEDED EROSION CONTROL VEGETATION OR HAND PLANTINGS. AS IWTH ALL OTHER APPLICATIONS,
r.NFD BY
1 By
SFM WILL NOT BE CONSIDERED PERMANENT UNTIL' 70% VEGETABLE ESTABUSHMENT.
APPFMALS
SILTATION AND SEDIMENT CONTROL MEASURES NOTES:
4. COVERAGE AND CONCENTRATION: FOR EACH ACRES COVERED, THE MINIMUM
OR
mft
APPLICA71ON VOLUME SHALL BE 10 GALLONS NOW -TOXIC WATER - PERMEABLE
Avky -
SOIL - STABILIZING LIQUID EMULSION W H 3,000 LBS. OF HYDRAULIC MULCH. THE EMULSION
1. THE SEDMIENT BASINS SHALL BE PROVIDED AT THE LONER END OF EVERY DRAINAGE AREA PRODUCING
MUST BE DESIGNED TO PROTECT SOIL, PREVENT EROSION, AND FLOCCULATE (CLUMP)
HORIZONTAL
VERTICAL
SEDIMENT RUNOFF. THE BASINS SHALL BE MAINTAINED AND CLEANED TO DESIGN CONTOURS AFTER
SEDIMENT
RECOMMENDED APP VED
BY: sY:
p All/ . '
DATE: _� • DATE: � a
EVERY RUNOFF PRODUCING STORM. THE BASINS SHOULD BE SEMI- PERMANENT STRUCTURES THAT
5. A LETTER FROM THE HYDROSEED CONTRACTOR CERTIFYING THE SFM WAS INSTALLED
CX/LD REMAIN UNIX SOIL STABILIZING VEQETATIOIV HAS BECOME HELL ESTABLISHED ON ALL ERODIBLE
S 3
SLOPES
S
IN ACCORDANCE;'" APPROVED APPLICATION RAZES COVERAGE, AND MANUFACTURERS
DILUTION RA770 SHALL BE SUBMITTED TO THE CITY INSPECTOR FOR APPROVAL.
2. SEDIMENTATION BASINS MAY NOT BE REMOVED OR MADE INOPERATIVE WITHOUT PRIOR APPROVAL OF THE
CITY OIL ENCINITAS
6,. FLAT AREAS OF DS LESS THAN SX LIKE BUILDING PA PARKING AREAS, LEACH FIELD SHALL
NAVE 1005 PROTECTION USING GEOTEXTILES, MATS (SS -7 OR ESC20), OR OTHER MATERIAL
3. UTILITY TRENCHES THAT ARE CUT THROUGH BASIN DIKES SHALL BE PLUGGED WITH SANDBAGS
APPROVED BY THE CITY FOR STABILIZING SLOPES OR USING TRACKING AND SOIL
FROM TOP OF PIPE TO TOP OF DICE
STABKIZERSISINDERS (SS -5), TEMPORARY SEEDING (SS -4), MULCH1NI700 CHIPS (SS -3,
SS -6, SS -8), OR JUTE MATTING (SS -7). THE CITY MAY REDUCED THIS REQUIREMENTS FOR
4. ALL UTILITY TRENCHES SHALL BE BLOCKED AT THE PRESCRIBED INTERVALS WTH A DOUBLE ROW! OF
FLAT AREAS PROVIDED FULL SEDIMENT CONTROL IS PROVIDED THROUGH CONSTRUCTED AND
SANDBAGS KITH A TOP ELEVATION, Trill SANDBAGS BELOW THE PROPOSED ROUGH GRADE ELEVATON.
MAINTAINED DESILTATION BASINS (SC -2) AT ALL PROJECT DISCHARGE POINTS.
SANDBAGS ARE TO BE PLACED WITH LAPPED COURSES. THE INTERVALS PRESCRIBED BETNEEN'SANDBAG
BLOCKING SHALL DEPEND ON THE SLOPE OF THE GROUND SURFACE, BUT NOT EXCEED THE "FOLLOW NG:
SLOPE
LESS THAN 2X AS REQUIRED
2X TO 4X 100 FEET
4X TO FOX 50 FEET
OVER 10% 25 FEET
5. AFTER U11UTY TRENCHES ARE BACKFILLED AND COMPACTED, THE SURFACES OVER SUCH
TRENCHES SHALL BE MOUNDED SLIGHTLY TO PREVENT CHANNELING OF WATER IN THE TRENCH AREA.
CARE SHOULD BE EXERCISED TO PROVIDE FOR CROSS FLOW AT FREQUENT INTERVALS.
6. PROVIDE A GRAVEL BAGS SILT BASIN OR, TRAP BY EVERY STORM DRAIN INLET TO PREVENT SEDIMENT
FROM ENTERING DRAIN SYSTEM.
7. GRAVEL BAGS AND FILL MATERIAL SHALL BE STOCKPILED AT INTERVALS, READY FOR USE WHEN
REQUIRED. -y
B ALL EROSION CONTRDC DEVICES WITHIN THE DEVELOPMENT SHOULD BE MAINTAINED DURING AND AFTER
FA9,9 %oVWWpNG STORM, IF POSSIBLE MAINTENANCE CREWS Nl)l1LD BE REQUIRED TO HAVE
reN&lwmN%_
INSTALL FIBER ROLL
ALONG A LEVEL CONTOUR.
I I ,
VERTICAL SPACING \4/
° ALONG FACE OF THE
;;SLOPE VARIES
TYPICAL F
NO SCALE
ry r
4
y 11/ 41
IX
VARIES 11, / 's-TOP OF SLOPE
�/ USE AT TOP OF- FILL SLAP€
TEMPORARY BERM
1. SET POSTS AND EXCAVATE A
4' BY 4' TRENCH UPSLOPE
AND ALONG NE LINE OF
POSTS
J. ATTACH THE FILTER FABRIC TO
THE FENCE AND EXTEND IT
INTO THE TRENCH.
SCALE
2. STAPLE FENCING
TO THE POSTS
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
�1'h'II
FABRIC 'L Lwpr
SILT DEBRIS FENCE p
NOT TO SCALE
FIBER ROLL
8' MINIMUM
ENTRENCHMENT DETAIL
Pol NO SCALE
VIII/ 41 INSTALL A FIBER ROLL NEAR
SLOPE WHERE IT TRANSITIONS
INTO A STEEPER SLOPE
ILL INSTALLATION
n
/0
I
MATS/BLANKETS SHOULD
BE INSTALLED VERTICALLY
DOWIISLOPE.
3/4' "x3/4"
WOOD STAKES
MAX 4' SPACING
-I 1 I- TYPICAL SLOPE
2' TO 3�VERLAP STABILIZATION
( I (I
ISOMETRIC HE
r I I I I I I NOT TO SCALE
NOTES. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS
_ AND GRASS. MATSIIXANKETS SHALL HAVE GOOD SOIL CONTACT.
1 it i I 2. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MMNTANV
DIRECT CONTACT WITH THE SOIL. DO NOT STRETCH.
GEOTEXTILES, AIATS /PLASTIC COVERS AND EROSION CONTROL BLANKE75
REVISIONS
APPROVED
DATE
REFERENCES
DATE
RICH MAW
SCALE
SPEC,UL 01IFTRCT
r.NFD BY
1 By
I CKFD BY
APPFMALS
CITY (>F EIVCINITA8 ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
OR
mft
Rh
Avky -
DESCRIPTION: .5" BRASS DISC IN NE CDR,
OF DRAINAGE INLET. CITY OF
ENCINITAS BENCHMARK
"ENC -36"
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 37.31 DATUM :NAVD 88
HORIZONTAL
VERTICAL
PLANS PREPARED UNDER SUPERVISION OF
DATE : _. z
RICHARD G. GRABHORN R.C.E. NO.: 19375
ENGINEER NAME
EXP. 9 -30 -09
RECOMMENDED APP VED
BY: sY:
p All/ . '
DATE: _� • DATE: � a
EROSION CONTROL PLAN FOR:
� �rAS �VAM
OFFICE BUILDING
PLANING CASE NO: 05 -062 DR/TPM
%65-G
S 3
SHEET 4 OF $I
FILENAME: 7: \405 -003 Fncinitos \dwn \405- 003GP.DWG LAYOUT: GP -4 DATE: 03/27/2008
r�
V
W
'NLY)
SYMBOL
REVISIONS I APPROVED I DATE
FILENAME: Z:\405-003 Encinitas \dwg \405- 003GP.DWG
M'I P4 'PAdr
REFERENCES DATE BISCH MW SCALE &ME(`L DUMT
DESCRIPTION: 2.5" DRAINAGE DIN : r. NT r F PLANS PREPARED UNDER SUPERVISION OF
OF DRAINAGE IN Fr. CITY OF
ENCINIT S BENCHMARK »
"ENC -36" HORIZONTAL 1 =t0 DATE
RECORD FROM: CITY OF ENCINITAS
VERTICAL N/A RICHARD G. GRABHORN R.C.E. NO.: 19375
ELEVATION: 37.31 DATUM: NAVD 88 ENGINEER NAME EXP. 9-30 -09
LAYOUT: GP -5 DATE: 03/28/2008
APPF V&S
RECOMMENDED APP RAVED - U
BY: BY: QAA
DATE: � DATE:
n
7 ANCHORS
(Ty
P -)
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111 =11 f
1 =111-1 IJi
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'ROWDE 2'X2'
GRAVEL
SUBDRAIN
eE YD OF MATERIAL
LANDLOK TRM 450
ALE ALONG
ALL OTHER
UMUM OF 36"
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IT CITY PERMIT
ITY Of= ENCINITA8 ENGINEERING SERVICES DEPARTM
EROSION CONTROL PUN FOR:
2M 8 CWA8 BOU.ENAIM
OFFICE BUILDING
PLANING CASE NO: 05 -062 DR/TPM
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SHEET 5 OF
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REVISIONS I APPROVED I DATE
FILENAME: Z:\405-003 Encinitas \dwg \405- 003GP.DWG
M'I P4 'PAdr
REFERENCES DATE BISCH MW SCALE &ME(`L DUMT
DESCRIPTION: 2.5" DRAINAGE DIN : r. NT r F PLANS PREPARED UNDER SUPERVISION OF
OF DRAINAGE IN Fr. CITY OF
ENCINIT S BENCHMARK »
"ENC -36" HORIZONTAL 1 =t0 DATE
RECORD FROM: CITY OF ENCINITAS
VERTICAL N/A RICHARD G. GRABHORN R.C.E. NO.: 19375
ELEVATION: 37.31 DATUM: NAVD 88 ENGINEER NAME EXP. 9-30 -09
LAYOUT: GP -5 DATE: 03/28/2008
APPF V&S
RECOMMENDED APP RAVED - U
BY: BY: QAA
DATE: � DATE:
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ITY Of= ENCINITA8 ENGINEERING SERVICES DEPARTM
EROSION CONTROL PUN FOR:
2M 8 CWA8 BOU.ENAIM
OFFICE BUILDING
PLANING CASE NO: 05 -062 DR/TPM
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GENERAL NOTES:
I. THE CONTRACTOR SHALL VERIFY DIMENSIONS ELEVATIONS AND CONDITIONS AT
THE JOB SITE BEFORE STARTING YIORIK, AND SHALL NOTIFY THE ARCHITECT
IMMEDIATOLY OF ANY ONJCREPANICIES.
2. THE CONTRACTOR SHALL RESOLVE CONFLICTS ON THE PLANS NTH THE ARCHITECT
eeFORE PROCEEDING PITH CONSTRUCTION.
ULESG O'TIERPNSE $mom OR NOTED ELSEPWRE ON THE FLANS, TYPICAL DETAILS
*l1ERAL NOTIS APPLY TO ALL PARTS OF THE .JOB.
NO CONSTItlJCTION DETAILS ARE 9HOPIN OR NOTED FOR ANY PART OF THE
DETAILS SHALL BE THE SANE AS FOR SIMILAR WORK SMOPW ON THE
S. 1NOm AILS ON THE DRAPUINSS SHALL TAKE PREGEDINGE OVER THESE
*E BI AL NOTBS-MD TE TYPICAL DETAILS.
6. TE STRUNG SHOM ONLY THE BASIC STRUCTURAL REGUNEMeNT9.
REFER TO CIVIL, ARICHTTOCTURAL, MBOHA ICAL, PLUt+BING AND ELECTRICAL DRAW -
INIB6 FOR NON- sTwJCit itAl TEMS SucH AS OPENINGS, BLOCK OUTS, POCKETS
Imme", emommD ITEMS;' ANClORA*E, ETC.
1. DIMENSIONS, LOCATION AND ` OPEN" IN FLOORS, ROOFS MD WALLS
SHALL BE VERIFY PITH ANRUCN FEGMAIIOAL AND ELECTRICAL DRAPIN*5.
UNLESS SPECIFICALLY DETAILED, TYPICAL DETAL-L FOR SPECIAL
PRAMHO AND/OR REINFORCING AROUND OPLMINiS.
6, N NO CASE SHALL WORKING DHMg610N6 B SaALED PROM PLANS, SECTIONS OR
OCTAJL$ ON THE STRUCTURAL DRAWINGS.
4. CONTRACTOR SMALL VERIFY AND DETIRMI E LOCATION OF ALL EXISTING, UTILITIES
AND SMALL NOT PERFORM ANY NOW THAT WILL DAMAGE EXISTING UTILITIES.
10. CONTRACTOR SHALL COMPLY PIT! ALL APPLICABLE FEDNR�&k. ND A LOCAL SAFETY
11. THE CONTRACT STRUCTURAL DRAV*aS AND SPECIFICATIONS REPRESENT THE
PINBIlfl GTRUGIURE. UNI e56 OTIMMSE NDICATID. THEY Do NOT INIMATE THE
METHOD OF CONSTRUCTION. THE GONTRACTORR SHALL PROVIDE ALL MEAAIARlS
NECEIGNIY To PROTECT IE STRUCTUIRE, 104001MRS, AND OTOR PlRSOS DURING
CONSTRUCTION. SUCH MEASNAES SMALL INGLUVE, BUT NOT BE LIMITED TO,
BRACNG. SNORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING,
SNORING FOR THE EARTH BANGS, FORMS. SCAFFOLDING. PLANCII6, SAFETY WETS.
SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC, THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND HE SMALL BE SOLEY RESPONSIBLE POW ALL
CONSTWGTION MEANS, METHODS. TBGHINQU s, SBOUl4KClS, AND PROCEDURES,
OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR THE ENGINEER SHALL NOT
INCLUDE INSPECTION OF THE ABOVE ITEMS.
12. ALL NATIMALS: AND WORKMANBHP SHALL BE PERFORMED IN ACCORDANCE
KITH LOCAL STANDARDS AND TO THE APP.IGABLE PROVISIONS OF THE LATEST
EDITION OF THE UNIFOIRM BOLDING CODE.
I. CONCRETE BLOCK MASONRY UNITS SHALL BE TYPE I MEDIUM PC16W UNITS.
CONNO IMINO TO ASTM C-40 AND TO THE PROJECT SPECIFICATIONS. WMNISOO PSI)
2. *ROUT SHALL HAVE A MINIMUM 26 DAY COMPRESSIVE STRENGTH OF 2000 PSI AND
SHALL CONSIST OF THE FOLLOPNNG VOLUMETRIC, PROPORTIONS:
PART PORTLAND GeMENT
2 PARTS PEA 6WAVa
5 PARTS SAND
SNKA *ROUT AID II FOR MANfiAGTURER'S RECOMMENDATIONS.
S. MORTER SHALL BE TYPE S AND SMALL HAVE A MINIMUM 20 DAY COMPRESSIVE
STREI*TH 1,900 PSM AND SHALL HAVE THE POLLOMNG VOL.UETRIC PROPORTIONS
MAX) PER ASTM -2"lo.
I PART PORTLAND GE'1ENT
1/2 PART HYDRATED LIME
4 In PARTS SAND
4. THK4000S OF MASONRY BED JOINT SHALL BE 5/8" MNMRM AND W MAXIMUM.
S. VERTICAL. BARS IN WALLS ARE TO BE PLACED IN C04TEIR OF HALL UN.E -./S OTH M-
WFJE SHOWN. USE FULL HEIGHT VBRTIGAL RENFORCIN6 BARS PITHOUT SPLICES
UNLESS NOTED OTHERWGE.
6. VERTICAL OARS IN t, S ARE TO BE TIED OR OTERPISE FIX= IN POSITION
AT INTERVALS OF NOT LESS THAN 012 VIA. AND AT TOP AMP BOTTOM.
1. ALL GC1S CONTANINO 11ENFORGIN6 OR ANCHOR BOLTS SHAM BE 694UTM SOLID.
MIEN WALLS ARE SHO'IN To BE SOLID *ROUTED, ALL CELLS SMALL BE r"W PITH
GROUT. SOLID GROUT MALES MAN GRADE
8. TYPICAL COJIRSING SHALL IBS OPON ED UNITS, BOND BEAT COl1l9ES SHALL BE
DOUBLE OPEN END BONG MAIM UNITS.
4. HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM LINTS.
10. MON LIFT AND LOW LIFT *ROUTING REQUREMENTS SHALL COFORMM TO SECTION
21 OF UNIFORM! BUILDING GODS.
II. CONIOLDATE AND RE-CONBOLIDATE GROUT PITH A MECIMJIIGAL VIBRATOR HAVING
A 9/4" NEAR AND OFEIRATIN6 AT 544 RPM SUBMEROOD.
12. WHO! 61ROUTINO IS STOPPED FOR ONE MONK OR LONGOR, HORIZONTAL CONSTRUCTION
JOINTS SHALL BE FORMED BY STOPPING THE POUR OF *ROUT 1 -1/2 INCHES BdOY
THE TOP OF THE UPPERMOST UNIT.
IS. GLEAHOUT OPENINGS SMALL BE PROVIDED FOR ALL GROUT LIFTS WHIGH ARE MORE
THAN W-O" IN HEIGHT.
14. A MNII U W GROUT SHALL BE PROVIDED SETY*M BOLTS AND MASONRY FAG&
SHO.LS.
0 ALL PIPED OR CONDUITS PABGIN6 THROWN MASONRY SHALL. BE SLEEVED. SLEEVES
SHALL NOT BE C4WE!RED CLOSER THAN 4 DIAMETERS NO PIPES OR SLEEVES SHALL
BE ENDED HORIZONTALLY.
N. ALL HORIZONTAL BARS MJ6T HAVE A 160" HOOK AT WALL EMS AROUND A
VERTICAL BAR.
ReINFORCING STNS (CONCRETE t MASONRY):
I. BAR REINFORCEMENT SHALL CONFORM TO AST* Abis, *RIDE 60. ALL MELDED
BARS TO MEET ASTM A106 RBa1NRlMNSNTS.
2. WELOED MORE FABRIC REIFORC9`ENT SHALL CONFORM TO ASTM HISS.
9. LAP AT BAR SPLIGM SHALL BE 4* BAR DIAMETER IN MASONRY OR 2' -0" MINIMUM
UNLESS OTORYN9E NOTED.
LAP OR PELD® WIRE FADRIG AT SPLICES SHALL NOT BE LEGS T41N 8 ".
4. BAR SU44OMM SHALL BE PROVIDED IN ACCORDANCE YIT! THE PROVISIONS OF DAR
SUPPORT SPECIFICATION AMID STANDARD NOMENCLATURE" AS GONTAIED IN THE
LATHT EDITION OF MANUAL. OF STANDARD FRAGTIGE FOR REINFORCED CONCRETE
CODTOWTWN BY CAN.
5. RENFORCNO STEEL VALDING TO COMPLY WITH APG D 1.4.
1. ALL MASONRY OR CONCRETE WALLS AND GOUJH Mr SHALL Be DOWLIm TO
FOOTNG6, BEAMS OR PADS PITH BARS OF THE SAI V SIZE AND SPACING��
VERTICAL BARS IN THE PASS AND COLUMNS U.O.N.
1. SPLICE CONTINUOUS REIFORCC"!NT FOR CONTINUOUS GRADE OW FOOTINGS
AT CENTER OF ANY SPAN FOR TOP BARS AND AT 604TER OF lU(11POIRT FOR
BOTTOM BARD.
8. ALL RENFORCING BAR BOOS TO BE MADE COLD.
4. NEWORCNG STM SHALL NAVE THE Fou.O VNG , PITH BASS PLACED AS
NEAR TO THE CONCRETE SURFACE AS THE SPEGF)I d.0/ERA6E Pemol", UNLESS
NOTED OT/ERPISE=
CONCRETE PLACED AGAINST 5"
FGRMm GONGREfL= IN T WLTH EARTH Y'
EXTERIOR FACE OF 2"
OTHER WALL F EARTH CONTACT) 1"
- '' I in"
ALBS (TYMCIAU/
SLAB 91RHMAf.ES SUPPORTING EARTH
10. ALL yNG ST5:1. LAP SPLICES LENGTH SHALL BE CLASS 5 CONFORMING TO
THe T I ON THIS SMeeT, u izas NOTED orm"Se ON De91*N ORAPINNS
REINFORCED CONCRETE:
fb = 5000 P51: fy 60,000 PSI ALL LENGTHS ARE IN SCHEDULE
I. CONCRETE MINIMUM ULTIMATE COMPRESSIVE STRENGTH IN 26 DAYS SHALL BE AS
FOLLOYLS: ( SEE PLAN FOR SPECIAL INSPECTION REQUIREMENTS)
FOUNDATIONS
rc - 5po0 PSI (RE6. YMr) DESIGNED FOR 2500 P51
SLABS ON GRADE
re. - SAoo P51 (RE6. WTJ}
COLUMNS AND WALLS
ra • %500 PSI (RE6. Ytr)
ELEVATED SLABS AND BEAMS
f'o - PSI (RES. WT)
2. ALL REINFORCING STML, A VA40M BOLTS, DOWB -S, AND INSERTS SHALL BE M-L
SECURED IN POSITION PRIOR TO PLACING, GOW-A TE.
S. REPER TO DETAILS ON AROHITEGTVRAL, MECHANICAL 4 ELECTRICAL DRAWING FOR
MOULDS, ORNAMENTS, 6040VM, CLIPS, &POUNDS, ETC. TO BE CAST IN CONCRETE.
4. NO PIPES OR DUCTS SMALL M PLACED IN CONCRETE WALLS OR SLABS UNlE54
SPECIFICALLY DETAILED. SLEEVE ALL PLUMBING OFENIN66 IN WALLS AND 9LAD5
PITH A NON- c4RR0VVE SLEEVE.
S. UNLESS SHOWN OTHERMSE IN DETAILS, FURNISH NO. 5 SPACER TIE'S AT APPROX-
IMATELY 2' -&" D.G. IN ALL BEAMS AND FOOTINGS TO KPEP REINFORCING IN
PLACE.
6. CONSTRUCTION JOINTS OTHER THAN THOSE SMOFIN ON THESE DDRAMN63, SHALL HAVE
PRITTEN APPROVAL OF THE STRUCTURAL ENGINEER BEFORE STARTING WORK.
1. Y#WM ROUSOC ED SURFACES ARE GALLED FOR AT C.OSTRUGTION JOINTS, PROVIDE
A GLEAN, ROUGHENED SURFACE HAVING A MINIMUM SURFACE RGUGH ESS ACPLI I
OF 1/4 ".
8. NO BRICK OR POROUS MATERIAL SHALL BE USED TO SUTORT FOOTING, REINFORCE-
MENT OFF THE *ROIND. STAKES ARE NOT POVMTMV WITHIN THE FOOTING SECTIONS.
4. CONTROL JOINTS FOR SLAB ON GRADE WHEN MADE BY SAW GUTTING SHALL BE MADE
HO LATER THAN 24 HOURS A'TT:R PLACING CONCRETE. CONCRETE SHALL BE
SUPFIGIEN LY HARD TO PREVENT RAVG.IMG 0110 SANK CUTTI1416.
W. PROVIDE 9/4" CMANFER ON ALL EXPOSED CORNERS.
II. CEMENT SHALL WHIPORRMM TO TYPE If PORTLAND GEMIMiD IN ACCORDANCE PITH
A&TM CPJO.
12. AGGREGATE SHOULD CONFORM TO THE REGIUIRE04ENTS OF ASTM C95.
15. USE TYPE If GQ4eNT FOR SOILS PVWODERATE SULFATE ACTION
AND TYPE V GEMINfT FOR SOILS NAN6H SUL°ATEACTION.
14. ALL HORIZONTAL BARS IN WALL. MUST HAVE A IS& BEND B THE WALL END
AROUND A VERTICAL BAR
15. MAXIMUM SLUMP TO BE 4 INCHES.
1' MIXING AND CURING SHW. BE FRESH C &AH 4 PORTABLE
TY OF WATER SHALL NOT EXGew 2000 POUNDS FER. MILLION.
18. PIA CEMENT RATIO SMALL BE MAX. 036 FOR WaB000 PSI AND 034 FOR fG' -55'00 PSI.
14. IN CONCRETE LINTELS ALL VERTTCAL BARS MUST HAVE A 180 HOOK AT ENDS.
20. ADMIXTURES -MAY BE USED PITH PRIOR APPROVAL OF THE "IEER. ADMIXTURES
SHALL GO"FLl�'PMTH ASTM C4144 AND BE OF A TYPE THAT INCREASES THE WORKABILITY
OF THE C411WRM SLIT SHALL NOT BE C4451I QRED TO REDUCE THE SPECIFIED
MINIMUM CEMENT GONTiENr (CA.CNIM GILORIDE SHALL NOT BE USE'D).
21. NO CONDUIT PLACED IN GGNCRETE SLAB SWILL HAVE AN OUTSIDE DIAMETER 6REATeR
THAN 1/5 THE THIGKFES6 OF'THIE,11JL.AB. NO CONDUIT SMALL BE eM'JeDeD IN A SLAWS
THAT IS LESS THAN 5-In" THICK f -KCEPT FOR LOCAL. OFFSETS, MINIMUM GEAR DISTANCE
BETYCEN CONDUITS SHALL BE - °' -
22. NO CONDUIT SHALL BE PL.AGED IN THE "CONCRETE TOPPING OVER THE STEEL DECKING.
FOUNDATION NOTE5:
I. MAXIMUM DESIGN SOIL PRE55URE: 2500 P9F
CONTINUOUS FOOTINSS: 2500 IMF
PAD FOOTIN65: 211lo ~
2. SEE SOILS REPORT BY: CMIRI5TIAN WHEELER EEG, INC.
PROJECT NO.: GLUE 20606I00
DATED: 12/On006
BOTTOM OF ALL FOOTIH6 TO BE A MINIMUM OF: 16" BELOW LOWEST
ADJACENT FINISH 6KADE
S. SOILS C4MFAGTON AND SITE PROPAAATION TO BE IN AC-
CORDANCE PITH 90" REPORT. ALL rNONRK TO BE DOHS UNDER
M DIRECT SUPERVISION or THE SOILS QININ' m
4. FINISH EXCAVATION FOR FOUMATICK SHALL BE HEAT AND
TAU: TO LIE PITH LOLVM MAlER1AL RRIOYED FROM EXCAVATION.
S.
THE FOOTING EXGAVATk** SNALL BE KEPT MM FROM
LOOM MATERIAL AND STANDING MATER MD, BEFORE ANY
POOTM6 CONORlTE 15 PLACED, SHALL. BE CIDCKW AND
APVq%LWW BY A dIALIPlD 90" 04"MER TO IIIIAIIIE
COMPLIANCE MTN TM RBD4PRO E Tb.
6. SIDE OF FOUNDATION MAY M POW'D ASAINHT STABLE EARTH IUA.NJ
1. METHOD OF SUPPORTING 111110IN'ORGM6 PIPE 9LEEVE6 MUST
BE ArFROVlD BY THE 971011I610TURAL EHINHQ'R
6. C4101TRAGTOR SHALL PROTECT ALL UTILITY LEES, ETC,.,
!WA{N TIRIP DURING EXCAVATION AID 111104KFILLIN6.
4. CONTRACTOR TO IIIIACE OR PROTECT FROM LATERAL LOADS
THE PIT AND RETAKING NALL4 UNTIL ATTACHING FLOORS
OR SLABS AI! COMNIETE.Y IN PLACE AND HAVE ATTAINED
PILL STREIYTH.
10. POOTtw BACKFI.L AND UTILITY TWWW -M BAGKPILL PITMN
BUILDING AREA SHALL BE MKAANNGALY CO:TAGTW IN
LAYERS TO THE APPROVAL OF M SOILS OR STRUCTURAL
ENOIEEt PLOODINO PILL NOT BE PERMITTED.
11. ALL AW440M BOLTS AND HOWOPNNN SMALL BE TED IN PLACE
PRIOR TO FOUNDATION IBPBCTIOI
12. FOOTRATiO S OF FOOTIM96 BY POM VEIM DUCTS OR OT Nt OPBUNM S LL
NOT BE MADE Ixes6 DETAILW OR sPE rwp.
Is. PRIOR To GOMWAOIOR ONSAg TINS A SULDING 0WPAWTKW POUDATIM
WWWTWK TE SOMA BNM M SMALL ADVISE TIE BALDING OT1CA. IN
MRITTMW TINT: "ML BUILDING POL DATOM AXI K MO BONN FEWOP 1:BD
ACCORDING TO TE 90" 14B OW.
M. TIE 11161I0I6 LAB SHALL 9USMT COHFACTION RIrORM POW ALL PILL TO THE
BNMIR SCORE IRMM"TMHG FOUDATM I IPLGT10H ALL LOOSE 901L AND
FILL PIRT, NIGLWI I; DA44WILL SDOV WTAIIIING PALLS, IHMLL W COMNAGTW
TO AT LEAST 4m OF WA"W DEMTy, OR *EATER M w9la m by TIE SO"
1lM1RT. ..
B. BACIU9LL POR ALL Pirm o HW.L9 LMLL BE mm- e?MWVE retviam mATN.RAL
APPWDYW BY THE SOIL VPWm AID 9164LL NOT BE PLANS! UNTIL KAAMW OR
COHGREIE PET"" hEM '1!C, HAVE NOW IN FLAGS A MMIM41 OF, M DAYS OR
HAVE OlTANED IM OF THE 0E90H 9TREIiTH.
TABLE I - 5PL I GE LEN&TH5 50HEDULE
fb = 5000 P51: fy 60,000 PSI ALL LENGTHS ARE IN SCHEDULE
DESIGN
STRENGTH
BAR 51ZE
CONCRETE UNIT MASONRY WALLS PER -UB,0 1-EC. 1101.5
W-1500 P51
04
05
06
oil
IMO
6q
*11
611
DESCRIPTION
TENSION SPL ICE
(GLASS "B" 5000 P51 CONC)
A. OP BAR 4 YWALL
PLANS PREPARED UNDER SUPERVISION OF
DATE : >�
Al HALZX J-1-NO.: 2AID
ENGINEER NAME EXP. 47-V .D1
RECOMMENDED APP VED
BY: BY:
1 n
DATE: a�� ' / _ ' DATE: -
GRADING PLAN FOR:
223'1 EIVCNTAS BOULEVARD
OFFICE BUILDING
PLANING CASE NO: 05 -062 DR /TPM
21
24
56
46
65
02
104
15
Ib
IZONTAL BARS
SHEET 6 OF
B. OTHER 5AR5
1
16
22
20
56
4111
65
60
104
1241
L - SPLICE LENGTH
NOTES: ALL SPLICES TO BE TENSION SPLICES UNLESS OTIERPN5E NOTED.
I. A TOP BAR IS A BAR WITH MORE THAN 12" OF GONGRETE CAST BELOPL IT.
sewiAL mmcnoNs NoTEs
I A CERTIFICATE OF SATISFACTORY COMPLETION OF Y40M V45M RINO
SFECIAL I IPWTWN MST BE COMFLE'lM AND SLSHrMP TO TIE
PUBLIC POISES BUILDING DIVISION.
2 AN APPLICATION TO PErO IM OFF -SITE RAIRICAT'ION MWT BE SUE"rn!D
TO THE PUBLIC Pop" INAL006 DIVISION FOR ArPlROVAL PRIOR To
FABRICATION.
S A C9RTFIGATE OF COWLIANIGE FOR OFF-SITE FABRICATION MUST BE
COIMFLETED AMP 9U M"TYM TO TIE PUBLIC PUMM 111116141,1700 DIVISION PRIOR
TO ERBC.TION OF PREFABRIGARD CGM�.
NO.
DESCRIPTION OF TYPE OF INSPECTION REQUIRED, 1-9041�+I4014, REMARKS, ETC.
DESIGN
STRENGTH
I
CONCRETE UNIT MASONRY WALLS PER -UB,0 1-EC. 1101.5
W-1500 P51
2
VERIFY SOIL COND. ARE SUBSTANT)ALLY IN GONE. WITH THE SOIL INV. REPORT
5
VERIFY THAT FDN. EXCAV. EXTEND TO PROPER DEPTH AND BEARING STRATA
APPROVALS
4
PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE
DENSITY, BEARING VALUES
DESCRIPTION: 2-5" sgAss Disc. IN NE cog.
OF DRAINAGE INLET. CITY OF
ENCINITAS BENCHMARK
OENC -36.
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 37.31 DATUM :NAVD W
HORIZONTAL AS NOTED
VERTICAL N A
PLANS PREPARED UNDER SUPERVISION OF
DATE : >�
Al HALZX J-1-NO.: 2AID
ENGINEER NAME EXP. 47-V .D1
RECOMMENDED APP VED
BY: BY:
1 n
DATE: a�� ' / _ ' DATE: -
GRADING PLAN FOR:
223'1 EIVCNTAS BOULEVARD
OFFICE BUILDING
PLANING CASE NO: 05 -062 DR /TPM
A. THE INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY
SECTION 100 OF THE UNIFORM BUILDING CODE AS AMENDED. SPECIAL IN51PEGTION 15 NOT
A SUBSTITUTE FOR INSPECTION BY A CITY INSPECTOR.
B. CONTINUOUS INSPECTION 15 ALWAYS REQUIRED DURING THE PERFORMANCE OF THE PORK
UNLESS OTHERWISE SPECIFIED. WHEN WORK IN MORE THAN ONE GATESORY OF WORK
REQUIRING SPECIAL INSPECTION 15 TO BE PETFORMED SIMULTANEOUSLY, OR THE
6E06RAPHIC LOCATION OF THE WORK 15 SUCH THAT IT CANNOT BE CONTINUOUSLY OBSERVED
IN ACCORDANCE WITH THE PROVISIONS OF UBC SECTION 1101.6.1, IT 15 THE A6ENT'S
RESPONSIBILITY TO EMPLOY A SUFFICIENT NUMBER OF INSPECTORS TO ASSURE THAT ALL THE
WORK 15 INSPECTED IN ACCORDANCE WITH TH05E PROVISIONS.
C. THE SPECIAL INSPECTORS MUST BE CERTIFIED BY THE CITY OF ENCINITAS TO PERFORM
THE TYPES OF INSPECTION SPECIFIED.
EXGEPTI0N5:
I. SOILS IN5PECTION5 BY THE SOILS ENGINEER OF RECORD.
2. WHEN WAIVED BY THE 113UILDIN6 OFFICIAL.
D. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR OR
A6ENCY AT LEAST ONE WORKING DAY PRIOR TO PERFORMING ANY WORK THAT REQUIRE5
SPECIAL INSPECTION.
E. WORK REQUIRING SPECIAL IN51PECTION THAT IS INSTALLED OR COVERED MYTHOUT THE APPROVAL
OFTHE CITY INSPECTOR 15 SUd.ECT TO REMOVAL OR EXPOSURE AT NO COST TO THIS JURISDICTION.
N. NOTES
;� 1lp
��e
ENC31NEERSo INC.
LW MPAWR M&L., SUITE 225
SAN DIEGO, CALIFORNIA 92121
TEL 06/453 -7330
FAX: BSS /453 -7445
REVISIONS
APPROVED
DATE
REFERENCES
DATE
BENCH MAW
SCALE
SPECIAL DKn MCT
APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT
DRAWING NO.
DESCRIPTION: 2-5" sgAss Disc. IN NE cog.
OF DRAINAGE INLET. CITY OF
ENCINITAS BENCHMARK
OENC -36.
RECORD FROM: CITY OF ENCINITAS
ELEVATION: 37.31 DATUM :NAVD W
HORIZONTAL AS NOTED
VERTICAL N A
PLANS PREPARED UNDER SUPERVISION OF
DATE : >�
Al HALZX J-1-NO.: 2AID
ENGINEER NAME EXP. 47-V .D1
RECOMMENDED APP VED
BY: BY:
1 n
DATE: a�� ' / _ ' DATE: -
GRADING PLAN FOR:
223'1 EIVCNTAS BOULEVARD
OFFICE BUILDING
PLANING CASE NO: 05 -062 DR /TPM
SHEET 6 OF
\J
w
io 4$ VIA. CONT. MIN. CLEANOUT
OUTSIDE
24 MI 48 DIA. AFTER CONCRETE HAS C
241, MIN. URB OR
BAR AROUND 46 VIA. SET, GLEAN TO REMOVE STARTER WALL
GIRI!'1t Z4" MIN. LAITANCE AND SCUM n
<_ z — —
Q ;r ; GU
.BEND INSIDE Q f T BACK SPALL --4/
Q
t h 11 85 VERT. IN *5 NERT)
, {161, MIN. c1 MIN, 5 lit2l, MIN STARTER HALL
UP OR >vN1 REQUIRED FOR WALL 2" PLANKING TYP
BELOW &RAVE
FORMWORK NOT STAKES NOT PERMITTED
PERMITTED BELOW J WITHIN FOOTING SECTION
TYPICAL TYP N TYPICAL TYPICAL GRADE U -E55 FULLY
001111tmm INTM15K FORMED FOOTING POURED A&AIN5T
WIDTH SHOM ON EARTH REQUIRE APPROVAL
DOUBLE LAYER RE INFORG I N6\ 51 NGLE LAYER RE I NFORG I NG + �„ of 5TRUGTURAL�GINEER
TYPICAL REINFORCING AT INTERSECTION OF MA50N Yt HALLS TYPICAL TRENCH FOR CONTINUOUS FOOTING
NO SCALE �>�, 4 No SCALE
tw O51VE SLR,
E DIA. OF SLEfVEs --- *5
SAT EA. FACE
: PLUS VOID BETY�I A AER THAN P1P7l:
L D=bd FOR #6 THRU bd m" MIN) PIPE � SLEEVE YV A)
db D =8db FOR *M THRU MII b 6db(3 MIN J TRENCH BACK FILL AS LOCATE PIPE TRENCHES
D =IOdbFOR *14 AND *Ib PER SPECIFICATIONS 50 THAT FOOTINGS WILL
NO PIPE SHALL PASS NOT BE UNDERMINED.
ad° BEND - THROUGH THE FOOTING PAD Z
NO EXCAVATION FOR
db POUR JOINT n -- 1' -6" MIN TREWAeS PARALLEL
+ — d b - TO FT6. BELOW THIS
db D D —� LINE
t t-t7 \f
- - - - - --
4dbOR 2 I/1" MIN. �o �� FOOT�s SHALL 4" MIN
18CP BEND ISS° REND BE STEPPED SO 00, b" MIN --- - - - - --
THIS DIM. DoE riot' „
11 d
SIZE
D
1 1/2"
2"
2 1/2"
4 1/2"
S 1/4"
b"
EXCEED 51-01, MAX 1-b
IN ANY 045E MIN
'PL+AGE CONCRETE FILL
X31 f AT IZ" O. . IN�OI I SLl�VE3 NOTE:
b BEFORE"POURIN6 W*IERE PIPES ARE MORE THAN
OFFSET PROVIDE IOd bMIN. STIRRUP/TIE EXTENSION
FOOTING PADS. FILL 2'-0" BELOW BOTTOM OF FT6.
FOR SEISMIC STIRRUP/TIES SHALL BE SAME WIDTH 57EP FTC. DOWN
AS FOOTING AND FULL
WIDTH OF PIPE TRENCH.
TY PICAL RE I NFORG I NG BENDS TYPICAL 5TI RRUP AND BENDS S DETAIL OF PIPING AT FOOTING
I • I -o NO 50ALE
18" MIN.
50 VIA.
ZX Rf6E b" Vlk
% � J
5 VA DIA STD.
W* HOOK
gig
T -
1p
p GV� TOP STEP
W. _ I1 -611 OR
-�
LESS PLAN OF PLAN O WALL ILA OF TYP.
CORNER INTERSECTION CORNER �
18" MIN. OL NOTE: A
50 VIA. WHERE SINGLE LAYER OF REINFORCING Tom. DETAILS
OCCURS, BEND REINFORCEMENT AS
REINF. SAME SIZE i SPACING SHOWN FOR OUTSIDE BARS.
AS FOOTING REINFORCING
NOTE: FOOTING TO BE STEPPED
AlE
WHE1tE SLOPE EXCEED 1: 10 E, �
V- MIN. FTC. THIG41*4E55 � ;.. -s-a ENGINEERS, INC.
TYP REINFORCING AT I NTER5ECTI ONS
TYPICAL STEP IN FOOTING b OF CONCRETE FOOTING BEAMS WALLS �j «, l* T 0360 wrawAR WLL, SUITE 225
=1 -O ✓ � SAN DIEGO, GMA'ONlM 92121
TEL 056/453 -7339
FAIL 650/453 -7445
REVISIONS APPROVED DATE REFERENCES DATE BENCH 164AW SCALE SPECIAL DWMT nmawn By I DRAWN - APPROVALS
DESCRIPTION.-2.5" BR/lSS DISC IN NE [` CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0.
AA.A.A 513411 AR, OF DRAINAGE INLET. CITY OF PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED GRADING PLAN FOR:
ENCINITAS BENCHMARK HORIZONTAL AS NOTED DATE S4 / OZ EDEVARD
wENC -36 .�i BY: BY:
RECORD FROM: CITY OF ENCINITAS VERTICAL N/A —ALl .(�f,I ." 1+�Eit. -NO. 23ir0
ELEVATION: 37.31 DATUM :NAVD W ENGINEER NAME EXP qLA j DATE: -44[a DATE: 4/i%
PLANING CASE NO: 05 -062 OR /TPM SHEET ] OF !9
V
ca
2-M'S VERT. AT EACH CAULKING
SIDE OF JOINT
JOINT BACKING
777/
77T/
1/4" MAX. GONTROL, GASKET
JOINT NNDTFI
MAX. b'-0' 1416H FENCE
WALL s C4045CTION PLR
HORIZ. DABS SHALL NOT
LANDSCAPE DRAWIN65
GROSS JOINT EXCEPT 05
(DRILL HOLES IN PENCE
6.
DAR AT TOP OF WALL
WALL POST AS REG1'V. FOR APPROVED GOh1PAGTED
MAWNRY WALL VERT. CONTROL JOINT
CMU WALL HORIZ. REBAR MAX. SLOPE O:I
TO ao THRU) I = � GRAM,
�
AT MAX. 35' -O" O.G. 3
NO SCALE
b" SOLID
6ROUTED I I
CMU WALL WATER PROOPIN6
=,
PER ARUft.
MAX. W-ON H16H FENCE
IRAVRAIN 6200
WALL i CONFECTION PER
W/ MIRAFI 140
LANDSCAPE DRAWINGS
6EOFABRIG PER
�
(DRILL HOLES IN FENCE`
05 HORIZ. 6E07EGFN ICAL
WALL POST A5 RLGt'D. FOR ApPD COMPACTED
AT 24" O.G. ENGINEER APPROVAL
GMU WALL HORIZ. REBAR 6RADE, MAX. SLOPE O:1
THRU)
TO 60
--
— III
II, ,III III
05 AT 24"
VERT.
O.G.
b" 50LID 1 I
D
q,d
APPROVED' ° pO °
I I
CMU WALL � � WATER PROOFING
COMPACTED 00%.
I PER ARGH'L.
6RAVE 'F'A
IRADR,111N 6200
SEE NOTE
S °
W/ MIRAFI 140
ko
!13 HORIZ. 6EOFABRIG PER
_ _ _= i —ili — O�l�pe °0 *5 AT 12" O.G.
�T 32" O.G. 6EOTEGHNICAL
f -� I I =1 I I =1 I I —I I I —I I I —I I I =1 I o ag
ENGINEER APPROVAL
=1 I I =► 11- f ��_
51/411
_
4 T -0" MIN. d .. "
-
Id
= TO DAYU60T < . d S-MS CONT.
�
n Mj AT 24"
TOP i DOT.
r�
O.G. VERT.
;p d a. d a dd
T d
APPROVED.. o 000
d' _
COMPACTED 00%
..
qPo
&RAVE �1� 11 1
nrLr
ALAAIT
S 0 oY
-
r
05 AT lb* O.G.
�
o8
!
I= 111 =-
_ —i I III =III=
-
Q III <d S-MS CONT.
"riI6HT d
NOTE:
PROVIDE VERT. CONTROL JOINTS
Z TOE D ,a
TOP 4 150T.
IN CMU WALL PER
,a
PERFORATED PVC, SCHEDULE 40, 4" PIPE
d T
W/ IS MIN. SLOPE TO A SUITABLE
OUTLET W/ BOTTOM OF PIPE LOCATED
8" BELOW SLAB OR 6RADE W/ 6RAVEL
5/4" VIA. MAX. WRAPPED W/ FILTER
-
SEE
CLOTH SUCH AS MIRAFI 140
NOTE
MAX. 5' -0" HI(SH RETAINING WALL I
NOTE.
PROVIDE VERT. CONTROL JOINTS
NO SCALE
IN CMU WALL PER I/3
DETAILS
alE PERFORATED PVC, SCHEDULE 40, 4" PIPE
W/ 1% MIN. SLOPE TO A SUITABLE
OUTLET WI BOTTOM OF PIPE LOCATED
BELOW SLAB OR GRADE W/ 6RAVEI.EiSI
ail
Aiof
5/4" VIA. MAX. WRAPPED W/ PI LTER
.. �*
'
CLOTH SUCH AS MIRAM 140
w.-9. ENGINrEERa, INC.
MAX. 2' -6" H16H RETAINING WALL
t � � 225
92121
¢ �, TEL:
FAX: =/453-7NS
NO SCALE
NO
APPROVALS
CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
REVISIONS APPROVED PATE REFERENCES DATE BENCH MAW SCALE SPECIAL DI31�CT
-
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED
GRADING PLAN FOR:
2234 ENCKTAS BOULEVAFC
DESCRIPTION: 5" BRASS DISC IN NE COR,
OF DRAINAGE INLET. CITY OF
DATE : 3.1 t� vz
OFFICE BUILDING
5 ENCINITAS BENCHMARK HORIZONTAL AS NOTED
BY: BY
14, NO.. �-
NC -36
RECORD FROM: CITY OF ENCINITAS VERTICAL _N/A
d Ll AAALN W.9
ENGINEER NAME DATE: �lF/ DATE: _['
EXP.
PLANING CASE N0: OS -062 DR /TPM SHEET 8 OF
ELEVATION: 37.31 DATUM: NAVD W
LANDSCAPE AREA FOSTORM
WATER POLLUTION CONTROL BMP
TO BE PRIVATELY M NTAINED
AND NOT MODIFIED T A
PERMIT FROM THE Cr. I
3
NEW SIG
PROPO ED WATER LINE Is 'I `
EXIST BUS -.
Q BENCH+
C EXISTING WATER LINE ---- I
co EXISIPNG SEWER LINE
;►t (1) E ISTING TREE
TO B REMOVED
ICY 2 I
W EXISTING SEWER LINE
S)
3
(3]36" BOX AND (2) 24- BOX
EE
TH STREET ROW AND F
T
WD PER PLANNING COM
SIC
IIESOLUTIONS - INSTALL W1
5'
o MN. HORIZ. CL R. FR
LI
RNAMENTAL NC
GRAVEL AT S E L P
OV
I
3' FROM EDG F P E�
3
I
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SCALE IN FEET
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MAU
• ,
• •- E 1111T :11p ill
Site Area Total SF: .581 AC (25,308 SF)
!> Site Landscape Required (15% of Total Site): 3,796 SF
Site Landscape Provided: 4,301 SF
Street Frontage Landscaping: 1,330 SF
Total Landscape Provided: 5,631 SF
Parking Area Total SF: 17,945 SF
Parking Area (Easement): -2,082 SF (= 15,863 SF)
Parking Area Landscape Required 15 %: 2,380 SF
Parking Area Landscape Provided: 2,420 SF
W
CL
W �
W '03
Z '
U '
Q
t-
L�
— EXISTING LANDSCAPING TO
REMAIN, TYPICAL.
7--,
BUILDING
EXISTING FENCE TO REMAIN.
SPECIAL DISTRICT APPROVAL
PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP VED
DATE : *Lea BY: 14 RICHARD G. GRA9NORN BY:
O.:
R.C.E. N 19375 •
ENGINEER NAME 9_30 -09 DATE: �j i ( i ng DATE: ,�r_ /eB
EXP. �T'TT'"
•
I. 0'/
wo
It
(3) EXISTING TREES • I � ii. '
A.
fly
'P
®1.. W'
hy.1'• f„
All
'1
<.0
EXISTING MULCH AREA TO
REMAIN, TYPICAL.
01
_ 6' TALL MASONRY WALL.
EXISTING WALL TO REMAIN. I
CITY OF= ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO.
EROSION CONTROL PLAN FOR:
2234 ENCNVTAS BOU.•EVAFK)
OFFICE BUILDING 765—G
PLANING CASE NO: 05 -062 DR/TPM SHEET 9 OF 9