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2016-12130 G (Plans)RIGHT OF WAY NOTE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED LARRY DORRAN, N. COAST HIGHWAY 101 PROJECT NO. 14- 1147A3 PREPARED BY EAST COUNTY SOILS DATED 09/18/14 PROJECT# 14- 1147A3 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF -WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFSITE GRADING. 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY ANiD HEALTH STANDARDS, LAWS AND REGULATIONS. 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE -HALF (1/2) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE - CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE - CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633 -2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY. PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM 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 HAULING OPERATION. 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" SHALL BE PROVIDED STATING: "THE GRADING UNDER PERMIT 19130 -r HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS- GRADED PLAN ". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES; HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE 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 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 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 SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE 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 SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY'S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT -OF -WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. NO GRADING, EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA (THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. NO.1 DESCRIPTION I APPROVED I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT LARRY DORAN AT (760)908 -9489 , 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN -OFF PRODUCING RAINFALL. 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. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40 %). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON- EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND /OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. 8. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC -18. 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 - LWD - (760) -753 -0155 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. EARTHWORK STEEPEST EXISTING NATURAL SLOPE ON -SITE = N/A H: N/A V MAXIMUM VERTICAL DEPTH OF CUT = N/A MAXIMUM VERTICAL DEPTH OF FILL = N/A CUT = 100 C.Y. FILL = 100 C.Y. IMPORT /EXPORT 0 C.Y. REMEDIAL = 1.244 C.Y. ( 3 -FOOT REMOVAL AND RECOMPACTION FOR ENTIRE SITE) IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 9.176 SQFT INCREASE IN IMPERVIOUS AREA: 9,176: SQFT IMPERVIOUS AREA REPLACED: 0 SQFT SCALE LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF I HORIZONTAL: KNUCKLE OF RARNTREE DRIVE AS SHOWN. ON RECORD OF SURVEY NO. 18416. VERTICAL: N/A RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK WAIL" ro00��m t OWNER & PERMITTEE: LARRY DORAN 3288 GARFIELD ST CARLSBAD, CA 92008 -3125 760 - 908 -9489 LEGAL DESCRIPTION: SITE LOCATION: APN. 254- 054 -67 1578 N. COAST HWY ENCINITAS, CA THAT PORTION OF BLOCK 19 OF NORTH LEUCADIA, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 524 FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, APRIL 6, 1988, MORE PARTICULARLY DESCRIBED IN DOC. 1994 - 0276407 RECORDED APRIL 26, 1994. OWNER'S CERTIFICATE I (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. SIGNATURE: DATE: ID ZI S LARRY DORAN, TRUSTEE SIGNATURE: - DATE: ! ob1r ARILY , TRUSTEE SOILS ENGINEER'S CERTIFICATE I, MAMADOU 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 09/18/2014;, 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 GRADING PLANS AND SPECIFICATIONS. SIGNED: & rksj�, GE NO.: 2704 o 9ROFESS /0 N9! EXP. DATE: 12/31/2.0,11 e� �o� S 0/ Fc JOB #: 14 -1147 A3 G <� m No. GE 2704 m COMPANY: EAST COUNTY SOILS ADDRESS: 10925 HARTLEY RD. SANTEE, CA 92071 *T9c�OTfCHN GPv �p PHONE: (619)258 -7901 rF OF cp, F,O STATEMENT 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 ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY F OM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HE GENTS EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOY N NT AND ZING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: COMPANY: RAI ADDRESS: 31 PHONE NUMBER RCE EXPIRES: GINEERING & SURVEYING. INC. 760 - 510 -3152 PH 12/31/7- '1 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 DETAILS & SECTION SHEET 4 EROSION CONTROL PLAN & NOTES 760 - 510 -3153 FAX DATE: JG ,,S E • N C 39726 OF CA1- ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107 -297 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax GRPN�V1t� - o s SRE S o_ A G SITE z �� T z � �2 SHEEv v� � R v EOGEBU1 O G n PNGE SSREE � � o R i VICINITY MAP T.B. PG. 1167 -D3 NOT TO SCALE 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: PIPE ..... ............................... STANDARD SPECIFICATIONS PROP. 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2012 EDITION). INLET............. D- 2 ............... 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 PARCEL MAP BOUNDARY .... ............................... .. - - PROPOSED LOTLINE ............... ............................... RIGHT OF WAY ............ ........ ............................... CENTERLINE ........................ ............................... - EXIST. FIRE HYDRANT. . . . . . . . .... . . . . .. . EXIST. -CONTOUR ................... ...........................:... -54 EXIST. SEWER MAIN .............. ............._............._... S EXIST. WATER MAIN .............. ............................... W EXIST. OVERHEAD LINE ........... ............................... OH EXIST. EDGE OF PAVEMENT .:........... ...................... EXIST. BLOCK WALL ............... ............................... PROP. P.C.C. CURB /WALL PROP BIO RETENTION PLANTER STRIP .................... ..� - - PROP. 54" CONC. PIPE WITH CLEANOUT...... D -9 ........ O PROP. 4" PVC DRAIN PIPE ...... ............................... PROP. 0SCWA,?0 6A*r&�IA/L& -f .......................... ❑� PROP. 6" CURB & GUTTER ...... I .... "G -2" . .......... . PROP. 1.5" PVC DRAIN PIPE .... .................._........... - PROP. SIDEWALK UNDER DRAIN.......... D -27.. PROP. 12" PVC DRAIN PIPE ..... ............................... PROP. TYPE "B" CURB INLET............. D- 2 ............... LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER SDWD W15 -030 BMP PROJECT STATUS STANDARD PROJECT I �y FIRM DEERIN6,_JPEj RCE DATE EXP. DATE FIELD OPERATIONS I PLANNING AND BUILDING I PARKS AND RECREATION I SAN DIEGUITO WATER DISTRICT I ENCINITAS FIRE DEPARTMENT . Z$.t% ANS PR FARED UNDER SUPERVISION OF DATE: 2', / 7 ( R.C.E. N0. 39726 GLAStVLOGAN EXP. 12 -31 -I1 121 -di SI DATE SIGN ENGINEERING DIVISION APPROVALS RECOMMENDED:Sjg APPROVED: MASIH MAHER GLENI 31a11(0 DATE DATE A I DAT SIGN DATE N t- CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. GRADING PLAN FOR: MIXED USE PROJECT 12130-G 1578 N. COAST HIGHWAY ENCINITAS, CA 92024 PLANNING CASE NO: 13 -223 TPM /DR /CDP SHEET 1 OF 4 R: \Projects \7283 - Doran \7283- GP0Ldwg 10/7/2015 8:56 AM U z z wi w � O U �C) (n U w zC) Of �(g) w CD w ED zI0 CD Ic) z w Iw J Q Q � ~ iw (n Q' 0 Ui O N = IL0 U � zl Q O LO w 0 Qh z cn Io of z w W z LD 0 w10- MONUMENTATION LEGEND WORK TO BE DONE % 2 1 APROXIMATE EXISTING BUItING 0 711111� 1 • LEAD & DISC "LS 9042 ", PER PARCEL MAP TO BE 1 CONSTRUCT SMALL P.C.C. CURB OR WALL ALONG WEST AND SOUTH 2 �� I APROXIMATE EXISTI SING "1 ( APROXIMATE EXISTING BUILDING RE -SET IF DISTURBED DURING CONSTRUCTION. PROPERTY LINES. TOP OF WALL TO BE AT ELEVATION 55.5 + / -. 469 3 X (54.8') (54.6') INSTALL BIORETENTION PLANTER STRIP PER DETAIL THIS SHEET. ~0� C��°�� 1C\ J �\ :'A,,,� 546.E EXISTING IMPROVEMENTS (D-USE RAISED CURB AT EDGE OF PROPOSED DRIVEWAY. RAISED CURB 14 p� h� �Ot\uV �O �,�t J� ti0� ti� 16 ;;; TO BE PAINTED RED WITH 'NO PARKING FIRE - LANE" IN WHITE x (53.0') ' p 1 *b v �. h0� h S zz - Q�Q� / nn h ^ti > x 'h 'x EDGE OF AC ROAD LETTERS ON RED CURB. 0 4�/ �.�• ��/ o F�XX h� �� h� t3 a hh >"�� J' BEGIN G -2 X� vi (s3.a') 2 53.9' 4 `� ii a l/ . rt:, CURB &GUTTER wm 3 - 6 -INCH "G -2" CURB & GUTTER PER DWG. NO. 12130 - I. /� '' OH hh O N 15'02'4 W 140.03' F°' " u WOOD FENCE %( '�/ 17 OH � 6Wf1 C 0 OH 4 - CONSTRUCT 20 -FOOT WIDE P.C.C. DRIVEWAY OPENING, PER MODIFIED X CHAIN LINK FENCE ____ � a � I `! % � O LWD SMH 8 G -14D, SEE DETAIL SHEET 3 5500 ,::°;.;i'' f� # 02 -0110 A.0 FLOWLINE O- FRONTAGE IMPROVEMENTS ALONG AVOCADO STREET, x (52UO /EG -� - -- - -- - 7 OH OVERHEAD ELEC PER DWG. NO. 12130- I. 55.50 TC 55.37 TC 55.23 TC 55.09 TC 54.95 TC G �' W 4 PERF PIPE 6 �E ( CLEAR 5 21 55.00 FL 54.87 FL (TYP.) " 26 54.73 % 54.59 FL (TYP.) 23 54.45 FL 5� g0 a4j: , _ i,, S SEWER LINE O - OMITTED 6" SOLID PVC /ABS 1.0% gQ 4 54_6) s.; 55.50 / DRAIN PIPE A6'0� G IE =51.0 SQ "_ 7 REFERENCE DWGISNOIAN12130- PER DETAILS. YPE A (MIN.) 0 T - ° - [� O X •� �:� +:: (RIM 484'j �� 7 E 6 5 10 1 WATER VALVE TOP OF CURB WALL w ,: O2 WATER METER � � I �''�- (IE 41.84 x� N a x 4 W (D- OMITTED. FS =54.6 W x a 55.15 TG a� ° 1 \a x (54.8') O A.C. BERM , 46 55 IE ,. ') 0.5% :...:, ° ° 9 - OMITTED. 10 8 10' 8' 10' 8' 14 `� EXI T.; h `' 5 4 FIRE HYDRANT h E LWD SMH O h 21 - TYP. 24 I �'':. "," ?�':� ?Y % >''` ?" 10 UPGRADE OR INSTALL NEW WATER METER FOR PROPOSED (TYP.) O # 02 -0100 O5 HOSE BIB COMMERCIAL UNIT. <a h w h w h W h w ti ti 3' .,,'•�1 X (53:1') h� h�' _ 7 6 CONIC PADS FOR 11 - INSTALL SEWER LATERAL FOR EACH UNIT PER LWD S -17, S -25, 5 I", " O O _ 55. 5 FL tr,\` , `A ° �XI Ci j:'s'';' <`' ,.� (54.4') UNDERGROUND UTILITIES S 32. 5.2 4 w 5 ❑ SURFACE SURFACE a ` 12 - INSTALL 1" WATER LATERAL PER WS -01 & WC -17 AND METER PER SURFAC i x (53.7) a1 O7 UNDERGROUND ELEC. O PARKING VAULT WS -03 FOR EACH UNIT AS SHOWN ON PLAN, rn PARKING PARKING 4.1') a /- X (RIM= 54.70') \� I of x (sa.3' i, X (53.8 GARAGE GARAGE ° \ / OO X (53.5') 1.cJ I I ° 22 .Fsi- ;; %;i)i�' "' {IE- 41.95) 8 PUMP PAD 13 - RELOCATE STOP SIGN OUT OF TRAVELED WAY, x (sa.2') PER DWG. N0. 12130 -I. w a ADA VAN LO DING O9 STOP SIGN °SPACE NE Lo w 14 - INSTALL 110 L.F.t OF 54" RCP PIPE TO STORE APPROXIMATELY 04 GARAGE GARAGE GARAGE _ -_gig 3 >'!` a `. �-- s4.s') O10 BALLARD (TYP.) O 2,000 C.F. OF DRAINAGE FROM THE 10 -YEAR STORM. STORAGE TO BE (TANDEM) (TANDEM) (TANDEM) �. °: "' Lr_J �� DEIGNED TO FILL UP WITHIN 30 MINUTES. INSTALL CLEAN -OUTS ® d ) ADA PATH \ a =;: (pl BOTH ENDS WITH A PUMP @ THE NORTH CLEAN -OUT. PUMP TO BE `'` "'' bi 11 C.P. TEST LID DESIGNED TO EMPTY STORAGE OVER A 48 -72 HOUR PERIOD AFTER z ^5 a x �I 12 GAS VALVE THE STORM EVENT. OUTLET ONTO AVOCADO AS SHOWN ON PLAN WITH x (53.z') SIDE WALK UNDERDRAIN, PER D -27. x (53.7 x (53.9') w 11 I"- - x (14.2') 15 -� 13 1.5 =/ BLOCK WALL 1T 3 x (53.6') - �„ O 15 - INSTALL TRANSFORMER VAULT PER SDG &E STANDARDS. x (s UNIT 2 tJ�JIT 55.5 0�? *''�'1`` 10" VCP FF -55.50 FF -55.50 FF =55.50 COMMERCIAL:" "';7n:'�' c�c� 14 MASONRY FENCE �: PAD =54.25 _ FF= 5.x.50 zz 1 - PAD -54.75 _ r =: O O CONSTRUCT 6 AC BERM FOR TRANSITION FROM EXISTING AC BERM PAD -54.75 •- (54.2') TO PROPOSED G -2 CURB & GUTTER. OFFICE OFFICE OFFICE PAD -54.75 54.58 �. 0 x:D 15 BIKE LANE STRIPE , 55.4 N °4 z Q 11 wm 17 - INSTALL PIED. RAMP FOR TRANSITION FROM PROPOSED IMPROVEMENTS ° 16 LANE STRIPE O w PUBLIC PEDESTRIAN ACCESS - " ?`'J TO EXISTING CONDITIONS. USE TRANSITION PORTION OF G -14D EASEMENT PERIAN, A MAP Jg l U C : DRIVEWAY APRON. w x ;:•c::. or,... ?;.; � �4f� .1 � (54.1') NOTE: 18 - EXISTING 1" LATERAL & 5/8" METER TO BE ABANDONED PER SDWD 11 11 11 11 9 7 °5, {5') x > 10 STD. NOTE 25. 54.1' BACK OF (53.9'), 4. 0' a a I 20 SIDEWALK - y y J• L W J• W W W W W J. W W � - • FOR ALL STREET IMPROVEMENTS, O x (53.T I W y �� r 19 - PROPOSED 4 BACKFLOW PREVENTER WITH FIRE SERVICE PER WR -02, w w y w W ° a w w L _ 5 4 REFERENCE DWG. NO. 12130 - I. -- - - ` -- - - WF -05 TO SERVE ALL UNITS INCLUDING COMMERCIAL & 3 UNITS. / N 15' 3 23 W 140.01 a 17 (s3. ) 5 s') (53:6') NEW SIDEWALK ° _ a ° (sa. � (54.1') � ..::.,. X (53.6') 20 - EXISTING FIRE HYDRANT TO BE UPGRADED TO INDUSTRIAL SIZE FIRE ° °- , a (SEE DWG. _ ° ° o a i (RIM= 53:64') (53.5') o HYDRANT, PER WF -01, WF -04. (w NO. 12130 -I.) 0E= 41.99) ROOF DRAIN NOTE • 21 CONSTRUCT STORM DRAIN CLEANOUT PER SDRSD D -9, SEE SHEET 3 O a0 , �F., : �F . _ . �, p ,: ;:: -:., ..: • -_ 53 4 � �� O i F . :.. ..,r .........:.. ,."`""".art _� ?. FOR DETAILS. ..... .. ...:.. _:...... ....... .. .... : _._ .............. ... .. ... 4 y X (53.3' ,. .............,,: . °..... ....:........�. ..:..:......:..:.......:....,.. ,;............•.:_....._......8 VCP.:...........:,:....:.: �;::: �::;-:.;.:•:......_.:.. ::.:..........,....:.:..:::: ;_: . ALL ROOF DRAINS SHALL DRAIN TO E LWD SMH „ ( ) CONSTRUCT TYP D-2. .,..:..,: E B CURB INLET PER S R- I WA 2 D SD SEE SHEET 3 ... : ,...:..::.... ...:... B 0 S LE DIRECTLY CONNECTED ::.,,::..,:. .:,:..:..:... °....;..::...:• .• :•:... ,:,. ::::,:.:.;:.�. 02 0170 ........ .. ...:....•::..: ......... ..::. .. .. ......:..:t;.ra:.;:.::. FOR CONNECTION SYSTEM. .,:> ...: .:...:..:.......:.......:.:. >:; 0 TO STORM DRAIN �::,;::::_......_..... TO STORM DRAIN ,.. 23 - INSTALL 6" WIDE x 24" DEEP (MIN.) PCC CHECKDAM ACROSS BASIN 18 b U) NOTE: • PRIVATE DRIVEWAY, BIO SWALE, STORM DRAIN SYSTEM, AND STORMWATER DETENTION SYSTEM TO BE MAINTAINED BY PROPERTY OWNERS PER DOC. NO. 2015- 0526042 REC'D ON 10 -06 -2015 f&A �� a� ta7l{�� /WKL� U) CU 2 " -3" HARDWOOD MULCH rl _ 1 Z RETENTION AREA SHALL BE 6" RAISED CURB MUST HAVE is LEVEL AND DEPRESSED MINIMUM OF 4" FROM THE E 6" WIDE CURB OPENINGS EVERY 10' VOID FILLER - 1/8" T "X16" PCC SURROUNDING GRADE TO ALLOW WATER TO ENTER BASIN +. 3/8' N 8) FLUSH CURB (O. RAISED CURB TO BE APPROVED PERVIOUS ' / AGGREGATE IN VOIDS OR DEEPENED QlulAfjo$At I PAINTED RED WITH "NO ' PAVERS W/ MIN. G -1 CURB �� 3/8" VOID Uf%4_�TW = 55.5 � PARKING FIRE LANE" IN / d r/ rfr�r yJ WHITE LETTERS ON RED TB C(NOF 8)OAGGREGA$E CURB PER ENCINITAS FIRE CONNECTPERFRPIPE & II III -III -1 1111111 % %� %� %� %�� % \/ DEPT. REQUIREMENTS. \/ \/ \ \/ CHOKER COURSE - 4 " -�_? \/jj� / / \� / / \� /j\/�� TEE INTO 6" SOLID llllllllllllllll 111111 \ \ \� \� \�� \�� \��j�/ C.O. AT EACH THICK OF 3/8" TO 1/2" 4" / \ \ / / \ / / \ \j / \ \/� DRAIN. CONT. 4" PERF END OF 6" PIPE (N0. 57) CRUSHED ROCK - v! �o j /\/� \ /� \j PVC DRAIN PIPE 11 111111 111111 /\ \ /�� /, 6" ��b \ / / \� \ \� / \�✓ \� CONNECT TO ALL A.D.'S MIN. 6" THICK�� a a. \ /� \\ /� \ \ /\\ / /\/ � NO LINER OF 3/4" `/ / / / ' / O 2 / / / o` \ \ \ \ 18 MIN. 2" - 3/8" GRAVEL \ ,\</ / \ \ / \ \ \\ \ \ / \ \ / \ \ / \ \ / \ / \ \ / \ \/\ / \ \ / \ \/\ / \ \ / \ \ / \ \/ ENGINEERED SOIL* �/` CRUSHED ROCK \ / \ / \/ /\ \ \ \\/ \ / \ / \� \ /\/ \\j \ / \/ / \\ SOIL SUBGRADE �� / /� \ / /� \ / /� \ / / /\ % \\��\ � \ \ /�� \ / /i� / /� \/ \ 12" - 3/4" CRUSHED ROCK INSTALL 4" PERFORATED PVC PIPE ENTIRE LENGTH OF DRIVEWAY. CONT. 4" PERF PVC DRAIN SOLID 6" PVC /ABS DRAIN PIPE. CONNECT INTO BIO- BASINS. PIPE CONNECT TO ALL A.D.'S CONNECT TO EACH A.D. FOR OVERFLOW & BASIN DRAINAGE. NOTES: CONNECT TO C.O. AS SHOWN ON PLAN -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED * BIORETENTION "ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18 "DEEP "SANDY -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL -NQ IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE TOPSOIL. REQUIRED. PERVIOUS PAVER DETAIL BIORETENTION PLANTER STRIP DETAIL NOT TO SCALE NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL u I uor DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY OF ENCINITAS BRASS DISC. EWE LOCATION: KNUCKLE OF RAGNTREOE DRIVE ASS OWN HORIZONTAL: 1' =10' ON RECORD OF SURVEY NO. 18416. VERTICAL: N/A RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK DATUM: NAVD 88 TOTAL OF SIX. W W W W W W WW W / W- 24 O- INSTALL 2 -6" WIDE CURB OPENING EQUALLY SPACED PER EACH MINI NORTH COAST HIGHWAY 101 APPROX. LOCATION OF COMM. 1 = 43.68 BASIN. 49.0 68.4% 12 -INCH ACP WATER 5' 1 +95.29 25 - INSTALL PERVIOUS PAVERS PER DETAIL THIS SHEET. INSTALL LINER 42.62 43.92 PER SDWD WO -70 -7 48.7 60.7% 53.7 5' (s3.a') (s3.a') 53.8') 53.8) 42.76 (=53.7 7.87' ALONG BUILDING FOOTINGS PER DETAIL THIS SHEET. 57.7% 53.6 5' 1 +31.55 4" DIA. 26 - CONNECT AREA DRAIN TO OVERFLOW DRAIN. 16 7.87' 48.6 57.2% 53.6 f&A �� a� ta7l{�� /WKL� U) CU 2 " -3" HARDWOOD MULCH rl _ 1 Z RETENTION AREA SHALL BE 6" RAISED CURB MUST HAVE is LEVEL AND DEPRESSED MINIMUM OF 4" FROM THE E 6" WIDE CURB OPENINGS EVERY 10' VOID FILLER - 1/8" T "X16" PCC SURROUNDING GRADE TO ALLOW WATER TO ENTER BASIN +. 3/8' N 8) FLUSH CURB (O. RAISED CURB TO BE APPROVED PERVIOUS ' / AGGREGATE IN VOIDS OR DEEPENED QlulAfjo$At I PAINTED RED WITH "NO ' PAVERS W/ MIN. G -1 CURB �� 3/8" VOID Uf%4_�TW = 55.5 � PARKING FIRE LANE" IN / d r/ rfr�r yJ WHITE LETTERS ON RED TB C(NOF 8)OAGGREGA$E CURB PER ENCINITAS FIRE CONNECTPERFRPIPE & II III -III -1 1111111 % %� %� %� %�� % \/ DEPT. REQUIREMENTS. \/ \/ \ \/ CHOKER COURSE - 4 " -�_? \/jj� / / \� / / \� /j\/�� TEE INTO 6" SOLID llllllllllllllll 111111 \ \ \� \� \�� \�� \��j�/ C.O. AT EACH THICK OF 3/8" TO 1/2" 4" / \ \ / / \ / / \ \j / \ \/� DRAIN. CONT. 4" PERF END OF 6" PIPE (N0. 57) CRUSHED ROCK - v! �o j /\/� \ /� \j PVC DRAIN PIPE 11 111111 111111 /\ \ /�� /, 6" ��b \ / / \� \ \� / \�✓ \� CONNECT TO ALL A.D.'S MIN. 6" THICK�� a a. \ /� \\ /� \ \ /\\ / /\/ � NO LINER OF 3/4" `/ / / / ' / O 2 / / / o` \ \ \ \ 18 MIN. 2" - 3/8" GRAVEL \ ,\</ / \ \ / \ \ \\ \ \ / \ \ / \ \ / \ \ / \ / \ \ / \ \/\ / \ \ / \ \/\ / \ \ / \ \ / \ \/ ENGINEERED SOIL* �/` CRUSHED ROCK \ / \ / \/ /\ \ \ \\/ \ / \ / \� \ /\/ \\j \ / \/ / \\ SOIL SUBGRADE �� / /� \ / /� \ / /� \ / / /\ % \\��\ � \ \ /�� \ / /i� / /� \/ \ 12" - 3/4" CRUSHED ROCK INSTALL 4" PERFORATED PVC PIPE ENTIRE LENGTH OF DRIVEWAY. CONT. 4" PERF PVC DRAIN SOLID 6" PVC /ABS DRAIN PIPE. CONNECT INTO BIO- BASINS. PIPE CONNECT TO ALL A.D.'S CONNECT TO EACH A.D. FOR OVERFLOW & BASIN DRAINAGE. NOTES: CONNECT TO C.O. AS SHOWN ON PLAN -ALL AGGREGATE MUST BE CLEAN /WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED * BIORETENTION "ENGINEERED SOIL "LAYER SHALL BE MINIMUM 18 "DEEP "SANDY -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE LOAM "SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL -NQ IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% - SPECIAL APPROVAL REQUIRED FOR USE IN HIGHLY EXPANSIVE SOIL - SUBDRAIN MAY BE TOPSOIL. REQUIRED. PERVIOUS PAVER DETAIL BIORETENTION PLANTER STRIP DETAIL NOT TO SCALE NOT TO SCALE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL u I uor DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY OF ENCINITAS BRASS DISC. EWE LOCATION: KNUCKLE OF RAGNTREOE DRIVE ASS OWN HORIZONTAL: 1' =10' ON RECORD OF SURVEY NO. 18416. VERTICAL: N/A RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK DATUM: NAVD 88 ERVIOUS PAVERS 10' LENGTH OF IMPERMEABLE LINER I C� EXIST. - Z MEDIAN w O GARAGE OR BUILDING GRADE BEAM FOUNDATION • • SEWER LATERAL TABLE # o Li �C IL03i "c LENGTH IN FEET / 0 FINISH GRADE ELEV. ®P.L DEPTH BELOW F.G. STA. # REMARKS ERVIOUS PAVERS 10' LENGTH OF IMPERMEABLE LINER I C� EXIST. - Z MEDIAN w O GARAGE OR BUILDING GRADE BEAM FOUNDATION • • SEWER LATERAL TABLE # I.E. MAIN I.E. OF LAT. ® MAIN. LENGTH IN FEET I.E. @ P.L. SLOPE FINISH GRADE ELEV. ®P.L DEPTH BELOW F.G. STA. # REMARKS MIXED USE PROJECT - 1578 N. COAST HIGHWAY COMM. 1 42.38 43.68 7,87' 49.0 68.4% 54.0 5' 1 +95.29 6" DIA. UNIT 1 42.62 43.92 7.87' 48.7 60.7% 53.7 5' 1 +54.86 4" DIA. UNIT 2 42.76 44.06 7.87' 48.6 57.7% 53.6 5' 1 +31.55 4" DIA. UNIT 3 42.87 44.17 7.87' 48.6 57.2% 53.6 5' 1 +12.05 4" DIA. III III III -III III - III -III -I • • I I IMPERMEABLE LINER TO KEEP EXFILTRATED WATER AWAY FROM BUILDING FOUNDATION. RUN LINER UP SIDE OF FOUNDATION. TYPICAL DRIVEWAY INSTALLATION WITH IMPERMEABLE LINER TO KEEP EXFILTRATED WATER AWAY FROM BUILDING FOUNDATIONS DRAWN BY: CHECKED BY: E BMW DEL ENGINEERING DIVISION APPROVALS 1 P ANS PRE( ED UNDER SUPERVISION OF RECOMMENDED: RECOMMENDED: APPROV (i DATE: Z 7 R.C.E. NO. 39726 MASIH MAHER GLENN PRIUM DOUGLAS LOGAN -j /Q /16 3 EXP. 12 -31 -17 DATE DATE U (n U LJ Z_ U dU W C7 W z_ U 0 Z LLJ J Q Q � ~ W cr) Q� O U N QROFESS /ON O 1_0 CN ENGINEERING & SURVEYING Q o 10 5 D 10 20 C 39726 SINGLE SOURCE DEVELOPMENT CONSULTANT - * * 310 VIA VERA CRUZ, #205 sTgr clvly LIJ U SCALE IN FEET oR�`P SAN MARCOS, CA. 92078 f OF � SCALE: 1" = 10' CA1-\F (760) 510 -3152 Ph / (760) 510 -3153 Fax Q rl- CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING NO. ) o GRADING PLAN FOR: � Z MIXED USE PROJECT 1578 N. COAST HIGHWAY 12130 -G z z 0 O ENCINITAS, CA 92024 PLANNING CASE NO: 13 -223 TPM /DR /CDP SHEET 2 OF 4 Iz R:\Projects\7283 - Doran \7283- GPO2.dwg 3/7/2016 9:32 AM I__ Li w 0 w w m OH Cil OH � _ � w � � ,- � I I � � � � ill � ih " PERF PIPE Q i L L,) GARAGE - Q TRASH COMMERCIAL " SOLID Q 0 0 OFF -SITE DRAINAGE STORAGE DETAIL SCALE: 1" = 5' 5 N 0 5 10 BENCHMARK SCALE SPECIAL DISTRICT APPROVAL tr. 3Y. LHE`DEL dY. Ut,DEL u BMW i L- Z o � Z LLJ CHANGE NO. SCALE IN FEET SCALE: 1" = 5' STANDARD SEWER LATERAL NOTES: 8 - -•I 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD BEGIN G 2 SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LWD SEWER STANDARDS CURB & GUTTERI "I`'.? I N GOVERN. ' < TC= 55.00'.:.::.;:': <:"::::;f FL= 54.50'`: I 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT �::' ALL TIMES WITHOUT EXCEPTION, OH OHI 1�::::.:.:; ::::.::: OH OH 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. + 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER THE DATE OF o FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE I cf) DEFECTIVE IN WORKMANSHIP AND /OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION to AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCTION. Q - I 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER IN WRITING PRIOR TO CONSTRUCTION. tK txtk 9. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW z . TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE LWD i4> y`5 o a 1� INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. rx N o... k h :;:• I \ 10. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS 5 D �'' '''`' : <' i•' :':'.::. OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. to 11. A 2 -INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE ATEACH LATERAL LOCATION BY THE 1 CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER H A RA M AIN SHALL TERMINATE 6 " ABOVE PAVING SUBG DE WITH FINAL LOCATION JUST BELOW PAVING, FF ) THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRADE UNTIL Q r" CONNECTED AND SHALL THEREAFTER BE BURIED AT THE \ _ I POINT OF CONNECTION. w13. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. \ J, 14. ALL SEWERS AND LATERALS SHALL BE WAYNE BALLED OR JETTED, LOW PRESSURE AIR TESTED, w AND TELEVISED AT THE APPLICANT /CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL w �`' "`" ACCEPTANCE BY LWD AIR TEST SHALL BE DONE AFTER CONSTRUCTON OF A I \ / z I LL OTHER UTILITIES TC= 54.72' :::':`;:,:;.::.;::`. AND UTILITY LATERALS. ¢ - F.- \ ' FL =54.22 :: 15. ALL SEWERS AND LATERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD Q zo o' v ® INSPECTOR PRIOR TO PAVING. „ :: I 16. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYES, MADE WITH ¢ o o GASKETED PVC SADDLE WYE, OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR Q N �I / INSTALLATION OF GASKETED PVC SADDLE WYE ON EXISTING PIPE, CONTRACTOR SHALL PLACE \ ~ oc l Q SADDLE ON THE EXISTING PIPE AND MARK THE PIPE WITH AN OUTLINE OF THE PROPOSED CUT -IN ow;......:..: a: PRIOR TO INSTALLATION. CUT -IN SHALL BE CLEAN AND NOT EXCEED MARKED OUTLINE OVER w \ I ( ACCEPTABLE LIMITS DEEMED BY LWD INSPECTOR. ALL REJECTED GASKETED SADDLE INSTALLATIONS l SHALL BE REPAIRED IN ACCORDANCE WITH LWD STANDARD DRAWING S -32 TYPE II REPAIR. FOR TC 54.65 FL 53 8 I v INSTALLING NEW MANUFACTURED WYES, STANDARD BELL AND SPIGOT OR PLAIN END WYES AND L\ \ PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING \ I 2':..:: f \® \�� WYES INTO AN EXISTING SEWER. 17. EXISTING PIPE MAY BE USED FOR INSERTING WYES INTO AN EXISTING SEWER. ALL CONNECTIONS - I n Q NOT MADE TO EXISTING WYES MUST BE IN ACCORDANCE WITH LWD STANDARD DRAWING S -32. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY- PASSED BY PUMPING OR PUMPER TRUCKS FOR FL= 53.79:: { DISPOSAL TO A DOWNSTREAM LWD SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LWD 54.72 TG \ Q I" ` I MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQUIPMENT WITH FULL -TIME MANNED 54.22 IE o r ...:.. MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. z 0: 18. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF ¢o PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETED WITH NO CENTER STOP. PIPE ENDS SHALL w:. BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLING(S). THE REPAIR jj COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN THE PIPE AND 4 I ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A ' Ll POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS TC- 54.69';' I - -- SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. s (: 19. PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE AND WYES MAY BE USED TO TIE -IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN END VCP TO VCP A ROMAC INDUSTRIES, INC. STYLE n 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES, INC. STYLE RC 501 REDUCING COUPLING WITH MATCHING INVERTS, OR APPROVED SNSTALL G1-EAN001 AS AtESWRE TO GRAVITY 15A MAR EQUAL, SHALL BE USED WITH A GASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65 -45 -12 AND SHALL BE PROVIDED WITH 16 MILS FUSION BONDED EPDXY COLOR WORK TO BE DONE CODED TO THE TYPE OF CONNECTING PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 316 1O - INSTALL 12" PVC DRAIN PIPE TO O6 - INSTALL 110 L.F.t OF 54" RCP PIPE TO STAINLESS STEEL. OUTLET 0 2.0% INTO CATCH BASIN OF STORE APPROXIMATELY 2,000 C.F. OF 20. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO STORM WATER STORAGE SYSTEM. DRAINAGE FROM THE 10 -YEAR STORM. EXCEED ONE YEAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME STORAGE TO BE DESIGNED TO FILL UP LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT THE PLAN (D INSTALL CLEAN -OUTS PER SDRSD D -9 WITHIN 30 MINUTES, SEE SHEET 2 FOR CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES "TYPE A" 0 BOTH ENDS OF RCP PIPE ADDITIONAL NOTES. SEE DETAIL THIS REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE STORAGE SYSTEM WITH A PUMP 0 THE SHEET. LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. NORTH CLEAN -OUT. PUMP TO BE DESIGNED TO EMPTY STORAGE OVER A O7 - TYPE "B" CURB INLET PER S.D.R.S.D. 24 -48 HOUR PERIOD. OUTLET ONTO D -2, SEE DWG. NO. 12130 -I FOR AVOCADO AS SHOWN ON PLAN WITH DETAILS. SIDEWALK UNDERDRAIN, PER D -27. O8 - AC BERM TRANSITION FROM EXISTING NOTE: O3 - INSTALL 1.5" PVC DRAIN PIPE W/ 12" TO NEW P.C.C. CURB /GUTTER, SEE DWG, CLEANOUT 0 OUTLET TO SIDEWALK NO. 12130 -I FOR DETAILS. UNDERDRAIN. O9 • - INSTALL TRANSFORMER PER SDG &E FOR ALL STREET IMPROVEMENTS, O4 - CONSTRUCT SIDEWALK UNDERDRAIN PER STANDARDS. CONC. PAD =5'x8' REFERENCE DWG. NO. 12130-1. S.D.R.S.D. D - -27 0 2.0 %, 3" PVC PIPE. 10 - CONSTRUCT "TYPE B" CURB INLET, PER O - CONSTRUCT MODIFIED G--14 TYPE "D ", SDRSD D -2 DRIVEWAY APRON PER S.D.R.S.D. SEE DETAIL THIS SHEET. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL tr. 3Y. LHE`DEL dY. Ut,DEL u BMW i L- Z o � Z LLJ *SUMO PUMP TO DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY HORIZONTAL: 1"=5' VERTICAL: N/A _ /PLANS PREPARED UNDER SUPERVISION OF / DATE: �3 i R.C.E. N0. 3972 OUGLAS EXP. 12 -31 -17 � 0 STORAGE PIPE. N6� 1 OF ENCINITAS BRASS DISC. LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF Z_ U O KNUCKLE OF RAINTREE DRIVE AS SHOWN ON RECORD OF SURVEY NO. 18416. RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 67.64' DATUM: NAVD 88 ENGINEERING RECOMMENDED: MASIH MAHER 3/4/ 16 DATE Y L� J LO Ld w 0 N s LO RAMP 20' DRIVEWAY OPENING 6.115'RAMP 8.33% ui r DEPRESSED CURB - GUTTER "G -2" CURB PLAN & GUTTER N.T.S. 10 _•IiII PROPOSED (E) AC S AC SECTION SECTION A tK DRIVEWAY AR SIDEWALK / `O ' gtX DRIVEWAY RAMP 1.5% �� 2% PROPOSED CURB & GUTTER AT / DRIVEWAY ENTRANCE / SECTION 1" ABOVE GUTTER,\ I N.T.S. I DRIVEWAY APRON AT GUTTER GUTTER MODIFIED G -14D DRIVEWAY DETAIL NOT TO SCALE 0 0 0 rn �LO 0 z ¢ PERVIOUS PAVERS J U 0.5 %, Of 00 z 0 LOF- � 0 z w J U NOT TO SCALE r � z ® 0 0 z 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Z o � Z LLJ *SUMO PUMP TO Ld BE 6" LOWER 0 5 � 0 STORAGE PIPE. N6� 110 L.F. =54" CMP 0 0.5% - 6, NOT TO SCALE U z ® CD z Z o � Z LLJ *SUMO PUMP TO Ld BE 6" LOWER 0 THAN 54" CMP � 0 STORAGE PIPE. U) U )ETAIL �w Z_ U SHEET 3 OF 4 1 w a_ LiJ � NOTE: =) z * INSTALL "LIBERTY SUMP PUMP ", 250 - SERIES, OR EQUAL CD c) WITH MAX. OUTFLOW OF 3 GPM. Z afcJ IMPORIANT fl�R INSP[Gft7ft f0 R J Q o QROFESS /ONq! h�Q4, E. E. z C 39726 r civo, sgTF OF CAI.\EO co W ENGINEERING & SURVEYING 0 CN SINGLE SOURCE DEVELOPMENT CONSULTANT O= Lf) 310 VIA VERA CRUZ, #205 U SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax Q < N APPROVALS CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT APPROV D: GRADING PLAN FOR: __�LMIXED USE PROJECT GLENN PRIUM 1578 N. COAST HIGHWAY -3Z1.9,1Z1g ENCINITAS, CA 92024 DATE PLANNING CASE NO: 13 -223 TPM /DR /CDP R:\Projects\7283 - Doran \7283- CP03.dwg 3/7/2016 9:32 AM LO W� O � Q Z o � Z LLJ DRAWING NO. 12130 -G �o SHEET 3 OF 4 1 w a_ 3/7/2016 9:32 AM STORMWATER POLLUTION CONTROL BMP NOTES STORMWATER POLLUTION CONTROL POST Old RELATIVE TO CONSTRUCTION ACTIVITIES OH CONSTRUCTION PROFlLE z BMP /IMP NOTES SURFACE CONCRETE WASHOUT • CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. COLLECTION AND DISCHARGE ONTO THE STREET AND /OR INTO THE PUBLIC STORM DRAIN SYSTEM. CONSTRUCTION SITE ACCESS } • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT AS 3" CRUSHED ROCK AND /OR CORRUGATED STEEL PANELS /PLATES. FROM THE CITY. CONSTRUCTION VEHICLES 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR APPROVED BMP /IMP FACILITIES AND /OR TO TURF OR LANDSCAPED CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF –SITE. THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE Ve"R � APPROVED BMP /IMP FACILITY AND /OR THE TURF /LANDSCAPED EROSION CONTROL AREAS. • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES FJFv55.50 ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN BONDED FIBER MATRIX. DISCHARGES TO AN ADEQUATE IMP /BMP. • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE PAD IMP /BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND ADEQUATE IMP /BMP. TEMPORARY EROSION CONTROL MEASURES. 6. ALL STORMWATER IMP /BMP FACILITIES SHOWN HEREON SHALL NOT • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST – GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 8. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN ACTIVITIES ARE COMPLETE. IMPERVIOUS, NON– COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ON —SITE CONSTRUCTION MATERIAL STORAGE ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF ON –SITE. IMINAT F STORMWATER EL E OR REDUCE POLLUTION 0 S 0 WATER FROM STOCKPILES KEPT CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ON –SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED THROUGH A CITY – APPROVED HYDROCARBON FILTER AND STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. 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 3 BAGS HIGH (MAX.) CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, �2 BAGS HIGH (MIN.) 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 NOTE: LOWER BAG ROW TO BE ANY TRASH MATERIAL. BURIED 6" UNDER GRADE. 10 • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER –BASED PAINTS, VEHICLE NO SCALE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON– RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR GRAVEL BAG CHECK DAM 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 _,STORM DRAIN • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS INLET PROTECTION PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633 -2770. TYPICAL GRAVEL BAG PLACEMENT EACH DRAINAGE INLET INLET PROTECTION DETAIL NO SCALE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE DESCRIPTION: CITY OF ENCINITAS PT. NO. 1004. CITY OF ENCINITAS BRASS DISC. LOCATION: TOP OF DRAINAGE BOX, WEST SIDE OF HORIZONTAL: 1 " =10' KNUCKLE OF RAINTREE DRIVE AS SHOWN ON RECORD OF SURVEY NO. 18416. VERTICAL: N/A RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 67.64' DATUM: NAVD 88 X (53.0') X (53.1') X (53.2') X (53.7') rn rn °i Li Lo N Lo ;n Z W W I� -- OH C " GRAVEL x 5 . BAG (TYP.) 20'MIN. PUBLIC RIGHT - ENGINEERING DIVISION APPROVALS y Old RECOMMENDED APPROVE �/1,�/1 I MASIH MAHER GLENN PRIUM 3L,1 6 3 �$ DATE DATE II =T_I IIl illl = "" 8" MIN. -111j IIITIIITTIIIIIII Ililll_ – – – – OH PROFlLE z SURFACE PUBLIC RIGHT –OF –WAY SURFACE PARKING SURFACE PARKING 1 -1/2" PARKING EXISTIN CRUSHED } X (54.2') i ROCK X (53.8`) 4 IN (10 CM) GARAGE GARAGE (TANDEM) (TANDEM) 3. BACKFILL AND COMPACT THE l Ve"R � (n EXCAVATED SOIL (tUNIT 3 (` -0 FJFv55.50 UNIT 1 FF =55.50 °M. I 0 FF =55.50 PAD =54.25 OFFICE PAD =545 PAD OFFICE OFFICE FICE OWN 0 L NEW SIDEWALK - - �' DWG, d NO. 12130-1.) _ • W I___ _ _ .___ W I W NOTE: • ADDITIONAL EROSION CONTROL SHALL BE IMPLIMENTED AS REQUIRED BY FIELD INSPECTOR. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 10' MAX. I -1I1 -1 I I -1I I- 2. ATTACH THE FILTER FABRIC TO THE POSTS & EXTEND INTO TRENCH GARAGE (TANDEM) X (53. W y W N 15 °03' 23 "W � w GARAGE J 1140.01' n OH o C( X (53.7') GARAGE COMMERCIAL FF =55.50 PAD =54.75 SILT FENCE (TYP.) y W a W W 2UCTION \� TRANCE o \ 1 ( 4,V) � 1 A VAN LO DING SPACE Z�NE ADA PAaH \ NOTE: • ALL EXPOSED DIRT, INCLUDING THE ROUGH GRADED PAD SHALL BE COVERED IN HYDROSEED W/ BONDED FIBER MATRIX IF LAND WILL BE UNDISTURBED FOR 2 WEEKS OR MORE, OR IF A RAIN EVENT IS ANTICIPATED WITHIN 48 HOURS. 1 �X I a 0 MEMO =1111 `'i I [' � J W 0 o � N; FZ OH- (54.1 T'-,�RIM=54 (IE =41 X (54.8') I a— X (5, -r W — SPECIAL DISTRICT APPROVAL 20'MIN. PUBLIC RIGHT - ENGINEERING DIVISION APPROVALS B W Old RECOMMENDED APPROVE �/1,�/1 I MASIH MAHER GLENN PRIUM 3L,1 6 3 �$ DATE DATE II =T_I IIl illl = "" 8" MIN. -111j IIITIIITTIIIIIII Ililll_ – – – – OH PROFlLE z PUBLIC RIGHT –OF –WAY C7 o C( X (53.7') GARAGE COMMERCIAL FF =55.50 PAD =54.75 SILT FENCE (TYP.) y W a W W 2UCTION \� TRANCE o \ 1 ( 4,V) � 1 A VAN LO DING SPACE Z�NE ADA PAaH \ NOTE: • ALL EXPOSED DIRT, INCLUDING THE ROUGH GRADED PAD SHALL BE COVERED IN HYDROSEED W/ BONDED FIBER MATRIX IF LAND WILL BE UNDISTURBED FOR 2 WEEKS OR MORE, OR IF A RAIN EVENT IS ANTICIPATED WITHIN 48 HOURS. 1 �X I a 0 MEMO =1111 `'i I [' � J W 0 o � N; FZ OH- (54.1 T'-,�RIM=54 (IE =41 X (54.8') I a— X (5, -r W — FIL- SILT FENCE PLAN PROVIDE APPROPRIATE TRANSITION z BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT –OF –WAY W STABILIZED CONSTRUCTION ENTRANCE z NO SCALE W ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax SPECIAL DISTRICT APPROVAL 20'MIN. PUBLIC RIGHT - ENGINEERING DIVISION APPROVALS B W OF –WAY RECOMMENDED APPROVE �/1,�/1 I MASIH MAHER GLENN PRIUM 3L,1 6 3 �$ DATE DATE II =T_I IIl illl = "" 8" MIN. -111j IIITIIITTIIIIIII Ililll_ – – – – O PROFlLE z PUBLIC RIGHT –OF –WAY C7 1 -1/2" z EXISTIN CRUSHED } GROUND ROCK Ld 4 IN (10 CM) 50' 0 3. BACKFILL AND COMPACT THE - Ve"R � (n EXCAVATED SOIL z .m r -0 a� W - s °M. I 0 C� FIL- SILT FENCE PLAN PROVIDE APPROPRIATE TRANSITION z BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT –OF –WAY W STABILIZED CONSTRUCTION ENTRANCE z NO SCALE W ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510 -3152 Ph / (760) 510 -3153 Fax J Q Q Q poFESS/0 O F p5 E. O C 39726 z z * 10 5 0 10 20 Q Alf OF CAo .. SCALE IN FEET W SCALE: 1 " = 10' 7E Q z CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING J(n GRADING PLAN FOR: MIXED USE PROJECT 12130-G w 1578 N. COAST HIGHWAY ENCINITAS, CA 92024 z 'LANNING CASE NO: 13 -223 TPM /DR /CDP SHEET 4 O R:\Projects\7283 – Doran \7283– GPO4.dwg 3/7/2016 9:34 AM SPECIAL DISTRICT APPROVAL DESIGNED Y: BY: CHECKED BY: ENGINEERING DIVISION APPROVALS B W -PLANS PREP ED UNDER SUPERVISION OF DATE: �� R.C.E. N0. 39726 OUGLAS E. rOGAN EXP. 12 -31 -17 RECOMMENDED APPROVE �/1,�/1 I MASIH MAHER GLENN PRIUM 3L,1 6 3 �$ DATE DATE J Q Q Q poFESS/0 O F p5 E. O C 39726 z z * 10 5 0 10 20 Q Alf OF CAo .. SCALE IN FEET W SCALE: 1 " = 10' 7E Q z CITY OF ENCINITAS - PUBLIC WORKS DEPARTMENT DRAWING J(n GRADING PLAN FOR: MIXED USE PROJECT 12130-G w 1578 N. COAST HIGHWAY ENCINITAS, CA 92024 z 'LANNING CASE NO: 13 -223 TPM /DR /CDP SHEET 4 O R:\Projects\7283 – Doran \7283– GPO4.dwg 3/7/2016 9:34 AM