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2017-13340 G (Plans)RIGHT OF WAY NOTE EROSION CONTROL OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TIM LITTRELL AT (858)776 -0519, 24 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT . ONE COMPLETE HOURS A DAY. IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL GE NO.: 2704 EXP. DATE: 12 -31 -17 TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS DRAINAGE NOTE JOB #: 17- 1167D1 SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE '0 COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER ADDRESS: 10925 HARTLEY ROAD. SUITE "I" IMMINENT. IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE TT�TFOOFCCa PHONE: (�ANNTEE�ft CONVEYED TO AN APPROVED DRAINAGE FACILITY. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. UTILITY NOTE 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. THE SATISFACTION. OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. GENERAL NOTES 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO UNSAFE. ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED EAST COUNTY SOILS CONSULTATION &ENGINEERING, INC. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. PREPARED BY MAMADOU SALIOU DIALLO DATED 04/03/2017 PROJECT# 17- 1167D1 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN 8, GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. SLOPE AT THE CONCLUSION OF EACH WORK DAY. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMPZIMP NOTES 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED PUBLIC STORM DRAIN SYSTEM. CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BIMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5 :30 P.M. AND BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED AREAS. 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP /BMP. HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP /BMP AREA OR BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND 633 -2770. DISCHARGE IT TO AN ADEQUATE IMP /BMP. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM ALTERED WITHOUT A PERMIT FROM THE CITY. THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE 7, THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY HAULING OPERATION. REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND /OR FINAL RELEASE OF SECURITY, AN "AS GRADED CERTIFICATION" 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT NO. 13340 -G HAS BEEN STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHALL HAVE AN IMPERVIOUS, NON- COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING IN USE. A BERM SHALL BE !INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT OPERATION. ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS OIL /GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY - APPROVED AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY !BE WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL REQUIRED FOR THIS; STRUCTURE. EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. SAN DIEGUITO WATER DISTRICT NOTES' 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS COMMITTEE (WASC). PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE LIMITS OF THIS PROJECT. FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE STRICT ACCORDANCE WITH SPECIFICATIONS. SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. AT THE OWNER'S EXPENSE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE SERVICES. AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. SAN DIEGO GAS AND ELECTRIC VAULTS. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN 7, ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL SERVING. BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF MATERIALS TO BE NO -LEAD BRASS PARTS. APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS -BUILT DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS ,7322 LOCATION:. TOP OF CURB ON THE SOUTH SIDE OF THE PARKING FOR THE CITY HORIZONTAL: N. A OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS DOUGLAS E. LOGAN 65 FEET NORTH OF RESTROOMS AND 7 FEE WEST OF PARKING BAY.' VERTICAL: N/A RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION:. 82.081' DATUM: .NAB_.. REVIEWER JINSPECTOR I SENIOR ENGINEER NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD - (760)- 633 -2770 B. GAS & ELECTRIC - SDGE - (760)- 438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1 -800- 227 -2600 D. TELEPHONE - SBC BELL - (760)- 489 -3411 E. CABLE TV - COX COMMUNICATIONS - (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)- 633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633 -2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SOILS ENGINEER'S CERTIFICATE I DYAWN BY: I, MAMADOU S. DIALLO A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 04 -03 -2017 AND FOR AN UPDATE ON A(IA . ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE G ADING PLANS AND SPECIFICATIONS. SIGNED: MAMADOU SALIOU DIALLO . id"w op .h �� Vacs , r7- t'7 GE NO.: 2704 EXP. DATE: 12 -31 -17 QpOf ESS DOHA S. D JOB #: 17- 1167D1 '0 COMPANY: EAST COUNTY SOIL CONSULTATION & ENGINEERING. INC. No. GE 2704 z ADDRESS: 10925 HARTLEY ROAD. SUITE "I" it c tr ALIInORNIA 92071 TT�TFOOFCCa PHONE: (�ANNTEE�ft TATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING LELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER/AG ENTS OR iMgLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYM NT` ND ARI N OUT OF THE WORK PERFORMED BY THE ENGINEER. 1 a �, SIGNATURE: DATE: !! / D GLA E. LOGAN QRpr ta��CN COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC. �o E qI ADDRESS: 310 VIA VERA CRUZ. #205 ��� �° 40, Fy PHONE NUMBER: 760 -510 -3152 RCE EXPIRES: 12/31/2017 C 39726 EARTHWORK `rT CIVIC �P STEEPEST EXISTING NATURAL SLOPE ON -SITE = 4 H: 1 V: greCF CAoF°�� MAXIMUM VERTICAL DEPTH OF CUT = 4 -FT. MAXIMUM VERTICAL DEPTH OF FILL = 5 -FT. CUT = 710 C.Y. FILL = 455 C.Y. EXPORT = 255 C.Y. REMEDIAL = 300 C.Y. • NOTE: EARTHWORK QUANTITIES ARE THEORETICAL ONLY AND DO NOT INCLUDE SPOILS, SHRINKAGE, OR SWELLING. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 3.675 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 9.300 SQFT* *SPECIAL INSPECTION REQUIRED. INCREASE IN IMPERVIOUS AREA: 5.625 SQFT SEE NOTE ON SHEET 2. IMPERVIOUS AREA REPLACED: 0 SQFT TOTAL AREA OF LAND DISTURBANCE • 16,370 S.F. / 0.38 ACRES PUBLIC WORKS ,l' it ::7. WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (1996 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATIONS -APRIL 2006. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS -APRIL 2006. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2006. DESCRIPTION STD DWG SYMBOL EXIST. LOT BOUNDARY. EXIST. FENCE LINE ............... ............................... El EXIST. EDGE OF PAVEMENT ..... ............................... EXIST. CONTOURS ................ ............................... 175 PROP.. CONTOURS ................ ............................... __.--- �..�175�_.►• -� PROP. RETAINING WALL .......... ............................... PROP. ARCHITECTURAL SITE WALL ........................ ... PROP. P.C.C. DRIVEWAY .... . ....... ......... ................ a A PROP. CONCRETE .................. ............................... a PROP. GRASS PAVERS ........... ............................... .......... In,,,, ,T,7-71 1,T ,,TH,,,,,,- l,,T,T,,IT , PROP. - LAWN ........................ ............................... W W W EARTHERN SWALE ................. ............................... y -� 4" DRAIN PIPE ..................... ............................... - 3 6" AREA DRAIN .................... ............................... D.G. PATH. .......... ......... ........ ......... . BIORETENTION BASIN. . . . . ............................... RIP-RAP. D- 40................. .. . TRENCH DRAIN ..................... ............................... RI III DING STFM WAI I. ..................... _._.. TIM LITTRELL NORTH RANCH PROPERTY LLC 13639 ROSTRATA ROAD POWAY, CA 92064 SITE ADDRESS: 1332 RUBENSTEIN AVENUE ENCINITAS, CA 92007 RUBENSTEIN PLc APN: 260- 073 -22 LEGAL DESCRIPTION: SITE PARCEL 1 OF PARCEL MAP 16811, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA FILED IN THE OFFICE OF THE COUNTY IT O RECORDER OF SAID SAN DIEGO COUNTY, MARCH 13, 1992, AS FILE NO. 1992- 138742 OF OFFICIAL RECORDS OWNER'S CERTIFICATE (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR P//U EAS ENTS. Lam' SIGNATURE: DATE: 164-7 TIM LITTRELL RANCHO COASTAL FOR NORTH RANCH PROPERTY, LLC ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT SHEET 1 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 SHEET 2 (760) 510 -3152 Ph / (760) 510 -3153 Fax SHEET 3 PLANNING AND BUILDING DATEI ali 1/��k '007 SIGN DATE SHEET INDEX COVER SHEET GRADING PLAN EROSION CONTROL PLAN & NOTES PARKS AND RECREATION oAklrA rr no N VICINITY MAP T.B. PG. 1167 -D2 1 U Z Ld � O 07 U C Ld Z U W CD Ld BMP PROJECTS STATUS o °o Z Lil J J Q STANDARD Cn w (n Q \ O \ U cV SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT O `f' zl Q O LLJ ati ` � L17 SIGN DATE SIGN DATE GN DATE CC) Q ;Nt 13 Y: I DYAWN BY: I GHEGDEL BY: ENGINEERING DIVISION APPROVALS EL BMW DEL PLA S PREPA UNDER EN( DOUGLAS E. LOGAN SUPERVISION OFF DATE: /� R.C.E. N0. 39726 EXP. 12 -31 -17 RECOMMENDED: APPROVED: JES OW NS � Lt /17 FRANK RELOZK- Q-2/'%7 DATE DATE CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. o \DING & DRAINAGE PLAN FOR: Z 1332 RUBENSTEIN AVE. ENCINITAS, CA 92007 13340 -G z z CASE NO. 16 -027 CDP �5 APN: 260- 073 -22 SHEET 1 OF 3 W a- R:AProjects \7495 - North Ranch Property \7495- GP01.dwg 8/9/2017 12:04 PM MONUMENT PER PM 16811 NOT FOUND IN FIELD BIO RETENTION BASIN AREA =840 S.F. FS =165.0 00 A N I r� O I O c0 N Z n Q 164.4 FL 164.50' Ili 0) Ij f J I � ROUTE DRAINAG/ E SWA� LE AROUND - EXIST. LARGE TREE TO AVOID ANY APN: 260 073-11 POTENTIAL DRAINAGE TO ROOT SYSTEM. \ 5' co x5' APN: 260- 073 -31 / / Lo \ 9" MINUS ROCK I %/ �v n f 6 CD ° z 1' 14 Sf ^P6 Po ?roN K\CD EXIST. TREE -U�► TO REMAIN N 78 °39'53" E 236.75' f1 / 13 D \ 1 47 ° rn _ 168 1�0 1�1 0 �OkR 110 ^ 1�5 176 X11 V 10 i00 w w W w W W W W J W V W w W � W .y �. W V w J' w w W J• w w W `�' W w W / LAWN' W W ✓ W W W V w W W✓ w w W W W �' �' �' W 3 d .m y 4.�. , W m W W w .v W m W W y y W W w W w W • W Vw ' w W W w w W w y W W m V w � (V _j LAWN w Tn O J y W w W w y V w W w W w w I V) � .I. .y .V W w W W `I' W W 3' � J• W W w W W ° , W X 81.0g �' � 1 � w w w w y w w w w 173 DN Ow w X00 • v. I x F w w 6: g z° I w W w W W72 w y WI 17725 1�i 4 5 / 1 %I 179. w 00 I cv 00 I GARAGE PAD =181.0 FF= 181rr. ^^75 ,v� / 00 i V) WORK TO BE DONE O 20' (MIN.) NON- STANDARD DRIVEWAY OPENING. O 2 P C C DRIVEWAY (18% MAX) 6" MIN OVER ,16 .57y y - ° ° ° Z 14 MINOR EARTHEN SWALE TO KEEP DRAINAGE ON \ y w w v PROP. RESIDENCE ° 4 184.0 BW PROPERTY AND FLOWING TOWARDS BASIN. \ \\ i 184.9 m INSTALL N.D.S. TRENCH DRAIN OR EQUIV., 6" WIDE 1% BW Z DN PAD =179.0 4 4 FF= 179.75 ° 1 WITH TRAFFIC GRATE. y Aw y y W w w W y POOL 17� ® I� Jul ( � 1,85.0 TW ® N 16 EXIST. WATER METER, DISTRICT TO UPGRADE TO NOT -A -PART � 82.9 BW y 4 ° Q X 780.75 --I 4 ° 1*1 DUAL METER AT OWNER'S EXPENSE. w W W W A -A w w w i q w w w J o 5 17 CONTRACTOR TO LOCATE &VERIFY CONDITION & ELEVATION OF (E) LATERAL & NOTIFY E.O.W. OF 111 00 ° 0 4 � I 4 v 9 ,,� �T \v ° 0 ANY DISCREPANCIES. b ��25 DN �° -O 41 5 Fc a a 16 18 INSTALL SEWER SUMP PUMP FOR GUEST HOUSE. p DN a \ 1� 0 v 'S 15 I 17 O PUMP TO EXIST OR NEW SEWER CLEANOUT. ALL 11' I. 118 GARAGE a 2 1 11' v 4/ 177 ZS 3. DN ° 2% 3 PAD =181.0 G3.4 <� I SEWER TO GRAVITY FEED TO EXIST. MAIN. ° PROP OUTDOOR a� -i 7�9 FF= 181.75 ASSUMED LOCATION a % u� co /o co MONUMENT PER PM 16811 NOT FOUND IN FIELD PROP. GUEST HOUSE I �/ KITCHEN q 'sS PAD =172.5 I r J v 1 , a S� a z I OF (E) LATERAL J < PAD =176.5 1> FF= 173.25 n phia 9717=1 77 7fi 1 I -1-7 / i i i i i i i i r ilI\S 1 4 1Rfi n TW r I 3m QD 18 om 0) 00 COW 5'x5' 9" MINUS ROCK ULNUNEU Y: I WAWN BY: I CHECKED BY: d w M d - 4 m 3m • �N m ^ RECOMPACTED NATIVE. (PER SOILS REPORT) m �6 O ro N 0 °o o �n Ln LO - "b01 IPER o0U OO 00 00 SHEET 2 OF 3 FIELD I OoJ I moo h ' 00 00 MONUMENT PM 3 O BUILDING STEM WALL, NOT A PART OF THIS PERMIT. SCHEDULE 40 OR APPROVED ALTERNATIVE WITH > 16811 FOUND IN FIELD I O4 ARCHITECTURAL SITE WALLS, PER ARCHITECTURAL cP o J n (INCHES) ABOVE FINISHED SURFACE. (NO WEEP ,IHOLES FOR BASEMENT WALLS.) � (� PLANS, SEE SITE WALL SECTION THIS SHEET. 3' EXISTING RIGHT -OF -WAY ( RETAINING 2 -FEET OR LESS.) DEDICATION 8, O PROPOSED RETAINING WALLS PER SDRSD "C -1 ". O POOL & SPA PER SEPARATE PERMIT, NOT -A -PART. 25 7 O INSTALL BIORETENTION BASIN PER DETAIL THIS SHEET. 0 OMITTED. 1. 65 o I a 18% 9 O 6" AREA DRAINS 10' V.C. a 10' V.C.. 101 15 O 110 L1�p 10 4" PVC /ABS DRAIN PIPE @ 1.0% (MIN.) 1% 1a 1 4 v' 18 - 1 11 PROVIDE SURFACE DRAINAGE PER WALL SUB -DRAIN 5 g 00 W ° 00 4 -0 DETAIL THIS SHEET. N 2 O °4 .- v 0°0 12 5' x 5' NO. 2 BACKING RIP -RAP BASIN PER D -40. 7. Zg 24' 4 i v c W 13 OUTLET 4" PVC PIPE INTO EARTHERN SWALE. FYSB 184 0 TW m ,16 .57y y - ° ° ° Z 14 MINOR EARTHEN SWALE TO KEEP DRAINAGE ON \ y w w v PROP. RESIDENCE ° 4 184.0 BW PROPERTY AND FLOWING TOWARDS BASIN. \ \\ i 184.9 m INSTALL N.D.S. TRENCH DRAIN OR EQUIV., 6" WIDE 1% BW Z DN PAD =179.0 4 4 FF= 179.75 ° 1 WITH TRAFFIC GRATE. y Aw y y W w w W y POOL 17� ® I� Jul ( � 1,85.0 TW ® N 16 EXIST. WATER METER, DISTRICT TO UPGRADE TO NOT -A -PART � 82.9 BW y 4 ° Q X 780.75 --I 4 ° 1*1 DUAL METER AT OWNER'S EXPENSE. w W W W A -A w w w i q w w w J o 5 17 CONTRACTOR TO LOCATE &VERIFY CONDITION & ELEVATION OF (E) LATERAL & NOTIFY E.O.W. OF 111 00 ° 0 4 � I 4 v 9 ,,� �T \v ° 0 ANY DISCREPANCIES. b ��25 DN �° -O 41 5 Fc a a 16 18 INSTALL SEWER SUMP PUMP FOR GUEST HOUSE. p DN a \ 1� 0 v 'S 15 I 17 O PUMP TO EXIST OR NEW SEWER CLEANOUT. ALL 11' I. 118 GARAGE a 2 1 11' v 4/ 177 ZS 3. DN ° 2% 3 PAD =181.0 G3.4 <� I SEWER TO GRAVITY FEED TO EXIST. MAIN. ° PROP OUTDOOR a� -i 7�9 FF= 181.75 ASSUMED LOCATION a % u� co /o co MONUMENT PER PM 16811 NOT FOUND IN FIELD PROP. GUEST HOUSE I �/ KITCHEN q 'sS PAD =172.5 I r J v 1 , a S� a z I OF (E) LATERAL J < PAD =176.5 1> FF= 173.25 n phia 9717=1 77 7fi 1 I -1-7 / i i i i i i i i r ilI\S 1 4 1Rfi n TW r I 3m QD 18 om 0) 00 COW 5'x5' 9" MINUS ROCK APN: 260- 073 -213 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE DRAINAGE SWALE OVERFLOW BERM FOR WELL DRAINED SOIL ALONG WEST EDGE OF� r OUTLET & N0. 2 BASIN, LINED WITH 6' 12" BACKING RIP -RAP. MINUS ROCK. 10" 2 -3" HARDWOOD MIN. MULCH RETENTION AREA j /\ (� I -I I I -I I �-� I �-� I �----- -� -� -� �_�� 24 MIN. SHALL BE LEVEL AND / \// I-I I -I I I-I I -I I-I I I-I I I_I I I -I I I -I I I-I I El I I -I I _� \ ENGINEERED` SOIL DEPRESSED FROM THE III - III - III - III -III III - III - III - III - III - III - III - III -'� // *SEE NOTE BELOW SURROUNDING GRADE \// „ 2 -3" OF \ nas d \ \�3/8" GRAVEL 12" MIN. 7 _/ ** SEE NOTE �[lq��ja�L/4�Cla�C�a BELOW 3/4" CRUSHED / /� � �����n ROCK INSTALL IMPERVIOUS BIORETENTION BASIN DETAIL N0 LINER LINER ALONG WEST NOT TO SCALE SIDE OF BASIN. * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. CHANGE NO. DESCRIPTION I APPROVED I DATE I BENCHMARK DESCRIPTION: 2.5" CITY OF _ENCINITAS BRASS DISC IN CURB STAMPED LS "7322" RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 82.081' DATUM: NAVD88 5 7 N 78 °39'53" E cc H O �w HOLD CITY HARMLESS FOR DRAINAGE AGREEMENT RECORDED 07 -08 -2017 AS DOC. NO. 2017 - 0323497. PROVIDE SURFACE DRAINAGE SCALE HORIZONTAL: - VERTICAL: 2 NATIVE BACKFILL 1' SLOPE OR LEVEL - 1: MEMBRANE TE 0OFING' 1, (OPTIONAL) 1 OR FLATTER H 6 WEEP CLEAN HOLE FILTER SAND BACKFILL ` FINISHED ABRIC ROCK SURFACE 1 WATERPROOFING MEMBRANE (OPTIONAL): 1 236.75' 00 ULNUNEU Y: I WAWN BY: I CHECKED BY: LIQUID BOOT OR APPROVED EQUIVALENT. �m M d M 4 m 3m • �N m ^ d) m �6 O ro N 0 °o o �n Ln LO - "b01 C0 16811 FOUND IN o0U OO 00 00 SHEET 2 OF 3 FIELD I OoJ I moo I ' 00 00 I �� (INCHES) DIAMETER PERFORATED PVC. O SCHEDULE 40 OR APPROVED ALTERNATIVE WITH APN: 260- 073 -213 DEEP ROOTED, DENSE, DROUGHT TOLERANT PLANTING SUITABLE DRAINAGE SWALE OVERFLOW BERM FOR WELL DRAINED SOIL ALONG WEST EDGE OF� r OUTLET & N0. 2 BASIN, LINED WITH 6' 12" BACKING RIP -RAP. MINUS ROCK. 10" 2 -3" HARDWOOD MIN. MULCH RETENTION AREA j /\ (� I -I I I -I I �-� I �-� I �----- -� -� -� �_�� 24 MIN. SHALL BE LEVEL AND / \// I-I I -I I I-I I -I I-I I I-I I I_I I I -I I I -I I I-I I El I I -I I _� \ ENGINEERED` SOIL DEPRESSED FROM THE III - III - III - III -III III - III - III - III - III - III - III - III -'� // *SEE NOTE BELOW SURROUNDING GRADE \// „ 2 -3" OF \ nas d \ \�3/8" GRAVEL 12" MIN. 7 _/ ** SEE NOTE �[lq��ja�L/4�Cla�C�a BELOW 3/4" CRUSHED / /� � �����n ROCK INSTALL IMPERVIOUS BIORETENTION BASIN DETAIL N0 LINER LINER ALONG WEST NOT TO SCALE SIDE OF BASIN. * BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 12 " -18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL, FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. * *3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. CHANGE NO. DESCRIPTION I APPROVED I DATE I BENCHMARK DESCRIPTION: 2.5" CITY OF _ENCINITAS BRASS DISC IN CURB STAMPED LS "7322" RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 82.081' DATUM: NAVD88 5 7 N 78 °39'53" E cc H O �w HOLD CITY HARMLESS FOR DRAINAGE AGREEMENT RECORDED 07 -08 -2017 AS DOC. NO. 2017 - 0323497. PROVIDE SURFACE DRAINAGE SCALE HORIZONTAL: - VERTICAL: 2 NATIVE BACKFILL 1' SLOPE OR LEVEL - 1: MEMBRANE TE 0OFING' 1, (OPTIONAL) 1 OR FLATTER H 6 WEEP CLEAN HOLE FILTER SAND BACKFILL ` FINISHED ABRIC ROCK SURFACE 1 WATERPROOFING MEMBRANE (OPTIONAL): 1 236.75' 00 NOTE - SPECIAL INSPECTION REQUIRED: • PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,000 S.F. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 10,000 S.F. OR MORE OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS BMP DESIGN MANUAL. PIPE ULNUNEU Y: I WAWN BY: I CHECKED BY: LIQUID BOOT OR APPROVED EQUIVALENT. DEL BOW DEL 2 CLEAN SAND BACKFILL: 4 m m 18 m 5~ 1- m m NUMENT PER PM N °o 0 0 ro N 0 °o o �n Ln LO ° C0 16811 FOUND IN _co 04 2 ROCK: _00 SHEET 2 OF 3 FIELD I OoJ I moo I ' 00 00 I �� NOTE - SPECIAL INSPECTION REQUIRED: • PRIOR TO OCCUPANCY, FINAL INSPECTION, RELEASE OF SECURITIES, AS- BUILTS, AND /OR GRADING PLAN SIGNOFF, WHICHEVER MAY COME FIRST, THE ENGINEER OF RECORD SHALL FIELD SURVEY AND VERIFY THAT THE CONSTRUCTED IMPERVIOUS SURFACE IS LESS THAN 10,000 S.F. A SIGNED AND STAMPED INSPECTION REPORT SHALL BE PROVIDED TO THE ENGINEERING FIELD INSPECTOR. IF 10,000 S.F. OR MORE OF IMPERVIOUS SURFACE IS CREATED, THE PROJECT SHALL BE CONSIDERED A PRIORITY DEVELOPMENT PROJECT FOR PURPOSES OF STORMWATER QUALITY TREATMENT AND SHALL COME INTO FULL COMPLIANCE WITH THE PROVISIONS OF THE NPDES MS4 PERMIT AND THE CITY OF ENCINITAS BMP DESIGN MANUAL. PIPE ULNUNEU Y: I WAWN BY: I CHECKED BY: LIQUID BOOT OR APPROVED EQUIVALENT. DEL BOW DEL 2 CLEAN SAND BACKFILL: RECOM ENDED: DOUGLAS E. LOGAN MUST HAVE SAND EQUIVALENT VALUE OF 30 OR 1332 RUBENSTEIN AVE. ENCINITAS, CA 92007 13340 -G GREATER; CAN BE DENSIFIED BY WATER JETTING. - 3 FILTER FABRIC: nATF B'?11 �7 MIRAFI 140N OR APPROVED EQUIVALENT. HEEL WIDTH 4 ROCK: SHEET 2 OF 3 1 CUBIC FOOT PER LINEAR FEET OF PIPE OR 3/4 R: \Projects \7495 - North Ranch Property \7495- GPO2.dwg 8/16/2017 10:24 AM TO 1Y2" (INCHES) ROCK. p WALL SUB -DRAIN DRAEN DETAIL 5 PIPE: (INCHES) DIAMETER PERFORATED PVC. O SCHEDULE 40 OR APPROVED ALTERNATIVE WITH MINIMUM OF 1% GRADIENT TO PROPER OUTLET POINT (PERFORATIONS DOWN). 6 WEEP HOLE MINIMUM 2" (INCHES) DIAMETER PLACED AT 20' (FEET) ON CENTERS ALONG THE WALL, AND 3" (INCHES) ABOVE FINISHED SURFACE. (NO WEEP ,IHOLES FOR BASEMENT WALLS.) AS -BUILT ULNUNEU Y: I WAWN BY: I CHECKED BY: ENGI� DEL BOW DEL APPROVED: P S PREPARE UNDER SUPERVISION OF O�A'4� DATE: (� R.C.E. N0. 39726 ENGIN R DOUGLAS E. LOGAN EXP. 12 -31 -17 RECOM ENDED: DOUGLAS E. LOGAN JESSE 2A 1332 RUBENSTEIN AVE. ENCINITAS, CA 92007 13340 -G z REVIEWER I INSPECTOR I SENIOR ENGINEER nATF NOTE: ALL PERIMETER SITE RETAINING WALLS AND FENCES COMBINED OR WITHIN 2 FEET OF EACH OTHER SHALL NOT EXCEED 6 FEET IN HEIGHT ". 'L 0.5' (MIN.) FREESTANDING SITE WALL, SEE ARCHITECTURAL PLANS. WALL FOOTING NOT TO ENCROACH ONTO ADJACENT PROPERTY. RETAINING WALL NOTE • TW = ELEVATION ® TOP OF WALL • BW = FINISH GRADE @ BOTTOM OF WALL (NOT TOP OF FOOTING) WEEP SCREED NOTE • BOTTOM OF WEEP SCREED TO BE A MINIMUM OF 8" ABOVE FINISHED LANDSCAPE AREAS & 2" ABOVE HARDSCAPE AREAS. THIS NOTE TO SUPERCEDE ELEVATIONS SHOWN ON PLANS SHOULD THERE BE ANY CONFLICT. SURVEY NOTE: ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED -IN- PLACE. IF ANY MONUMENT IS DISTURBED OR DESTROYED IT SHALL BE REPLACED BY A LICENSED SURVEYOR. EU z 0 z W O U U W Z_ U 0' W W Z (D C) z W J SITE WALL SECTION Q NOT TO SCALE (~ W Q� O RANCHO COASTAL ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax U o QROF ESS 10,V O Q4. �p5 E. 40, <6 ci h oOJG 2 N z l z Q O C 39726 10 5 0 10 20 D% LLJ J`,4 TF CIvIL R��P SCALE IN FEET � CD OF CALF Fo SCALE: 1" = 10' Q NG DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. o APPROVED: GRADING &DRAINAGE PLAN FOR: � z �� / 1332 RUBENSTEIN AVE. ENCINITAS, CA 92007 13340 -G z -PRANK CASE NO. 16 -027 CDP CD B'?11 �7 APN: 260 - 073 -22 w a_ DATE SHEET 2 OF 3 R: \Projects \7495 - North Ranch Property \7495- GPO2.dwg 8/16/2017 10:24 AM STORMWATER POLLUTION CONTROL BMPNOTES RELATIVE TO _CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION SITE ACCESS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF –SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS,:, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST – GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON –SITE CONSTRUCTION MATERIAL STORAGE STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON –SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON –SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS /DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER –BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON– RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714 -1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436 -4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE.:• FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. —, rte..__ ... —. ,...... EXISTING GROUND m 20'MIN. [RIGHT–OF–WAY 1 RIGHT –OF –WAY 1 -1/2" PUBLIC CRUSHED RIGHT– OF–WAY ROCK PLAN -PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT –OF –WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. p /•Y�lilnu.x i... �l '/ �I // 2. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 170 165 (E) RE_ 160 IN (10 CM) 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. NISH SURF LAWN (E) PCC BROW) DITCH INSTALL IMPERVIOUS LINER ALONG WEST SIDE OF BASIN, ENTIRE LENGTH. SECTION A -A SCALES: HORIZONTAL: 1"=5' VERTICAL: 1"=5' LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE TI ON ((h I I � II I IIIIII I I FILT— ER II I =FIAII B I w -� GRAVEL BAGS 00 ( CDCDC II _ � WIRE —I / I /� 1 I II I I I I II I II I II 1 1 1 1 1 1 1 IJ 11 =11 I I I I I I I III ( I I I I ITf NOTE: LOWER BAG ROW TO BE �I — 1II= III = III = III = III = III =III- BURIED 6" UNDER GRADE. �� h7i' ��I11- 111= 111- 111= 111 =111= GRAVEL BAG CHECK DAM 1�1- 1j1111 NOT TO SCALE SILT FENCE DETAIL oQROFEE. *41, NOT TO SCALE H COASTAL ENGINEERING & SURVEYING `��� G�� E. �� z m SINGLE SOURCE DEVELOPMENT CONSULTANT c 39726 20 10 0 20 40 310 VIA VERA CRUZ, #205 * P SAN MARCOS, CA. 92078 TgrF of /cn \�oR SCALE IN FEET (760) 510 -3152 Ph / (760) 510 -3153 Fax SCALE: 1 = 20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT DESIDFk D BY: BA w BY: CHECKDEED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS "7322° ANS PREP D UNDER SUPERVISION OF RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: LOCATION: TOP OF CURB ON THE SOUTH SIDE OF THE PARKING FOR THE CITY V fq�l , HORIZONTAL: DATE: 13340—G OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS. � DOUGLAS E. LocAN 1332 RUBENSTEIN AVE. ENCINITAS, CA 92007 65 FEET NORTH OF RESTROOMS AND 7 FEE WEST OF PARKING BAY..` VERTICAL: 1 R.C.E. N0. 39726 JESS ^OW NS % ANK©BEtOCR CASE N0. 16 -027 CDP RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ENGI �/u / -7 Ce'Z1 �% ELEVATION: 82.081' DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER DOUGLAS E. L)GAN EXP. 12 -31 -17 DATE����'ff// —� DATF APN:260- 073 -22 gHFFT 1 nF 1 R: \Projects \7495 — North Ranch Property \7495— GPO3.dwg 8/16/2017 10:23 AM i z_ w (� O I) O W Z U ry W (D W =) Z O O � z w Q Q ~ w Q� O� C) O N Ln zl Q O LCD w � O Q co z� � O � Z W W W Z Z CD O Z = W 0- 6" MINUS — — — — 1 S OPT __ E) GROUND F AWING WALL 24" SOIL _ 12" ROCK (E) PCC BROW) DITCH INSTALL IMPERVIOUS LINER ALONG WEST SIDE OF BASIN, ENTIRE LENGTH. SECTION A -A SCALES: HORIZONTAL: 1"=5' VERTICAL: 1"=5' LEGEND PROPERTY BOUNDARY SILT FENCE CONSTRUCTION ENTRANCE TI ON ((h I I � II I IIIIII I I FILT— ER II I =FIAII B I w -� GRAVEL BAGS 00 ( CDCDC II _ � WIRE —I / I /� 1 I II I I I I II I II I II 1 1 1 1 1 1 1 IJ 11 =11 I I I I I I I III ( I I I I ITf NOTE: LOWER BAG ROW TO BE �I — 1II= III = III = III = III = III =III- BURIED 6" UNDER GRADE. �� h7i' ��I11- 111= 111- 111= 111 =111= GRAVEL BAG CHECK DAM 1�1- 1j1111 NOT TO SCALE SILT FENCE DETAIL oQROFEE. *41, NOT TO SCALE H COASTAL ENGINEERING & SURVEYING `��� G�� E. �� z m SINGLE SOURCE DEVELOPMENT CONSULTANT c 39726 20 10 0 20 40 310 VIA VERA CRUZ, #205 * P SAN MARCOS, CA. 92078 TgrF of /cn \�oR SCALE IN FEET (760) 510 -3152 Ph / (760) 510 -3153 Fax SCALE: 1 = 20' CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE AS —BUILT DESIDFk D BY: BA w BY: CHECKDEED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. N0. DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC IN CURB STAMPED LS "7322° ANS PREP D UNDER SUPERVISION OF RECOMMENDED: APPROVED: EROSION CONTROL PLAN FOR: LOCATION: TOP OF CURB ON THE SOUTH SIDE OF THE PARKING FOR THE CITY V fq�l , HORIZONTAL: DATE: 13340—G OF ENCINITAS SWAMIS PARK IN RED CURB NORTH OF RESTROOMS. � DOUGLAS E. LocAN 1332 RUBENSTEIN AVE. ENCINITAS, CA 92007 65 FEET NORTH OF RESTROOMS AND 7 FEE WEST OF PARKING BAY..` VERTICAL: 1 R.C.E. N0. 39726 JESS ^OW NS % ANK©BEtOCR CASE N0. 16 -027 CDP RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ENGI �/u / -7 Ce'Z1 �% ELEVATION: 82.081' DATUM: NAVD88 REVIEWER INSPECTOR SENIOR ENGINEER DOUGLAS E. L)GAN EXP. 12 -31 -17 DATE����'ff// —� DATF APN:260- 073 -22 gHFFT 1 nF 1 R: \Projects \7495 — North Ranch Property \7495— GPO3.dwg 8/16/2017 10:23 AM i z_ w (� O I) O W Z U ry W (D W =) Z O O � z w Q Q ~ w Q� O� C) O N Ln zl Q O LCD w � O Q co z� � O � Z W W W Z Z CD O Z = W 0-