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2010-10528 G (Plans) GRADING NOTES: LANDSCAPING NOTES: � � � PLAN ,� � � li �� `,� � � WORK �T0 8E DONE 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, 1. ALL SLOPES SHALL BE PLANTED AND IRRIGATED IN ACCORDANCE �� R I � ��,.r; ,. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS WITH PLANS APPROVED BY THE CITY ENGINEER. PLANS SHALL _ STEM S TD DWG. LEGEND QTY CONSTRUCTION, THE CITY F ENCINITAS DESIGN A NY CHANGES OR REVISIONSTANDARDS HEREFROM CONFORM TO THE CITY OF ENCINITAS GRADING ORDINANCE AND .F it ° Q U E CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL ALL ADOPTED LANDSCAPE AND IRRIGATION STANDARDS. � PROJECT BOUNDARY SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY 2. FINISH GRADING AND PLANTING SHALL BE ACCOMPLISHED ON ALL EXISTING LOT LINES REQUEST FOR INSPECTION. SLOPES PRIOR TO OCTOBER 1 OR IMMEDIATELY UPON COMPLETION T v„ OF ANY SLOPES GRADED BETWEEN OCTOBER 1 AND APRIL 15. 2. THE SO/LS REPORT TITLED "PRELIMINARY GEOTECHNICAL EVALUATION- y \ EXISTING RIGHT-OF-WAY PROPOSED 9 LOT SUBDIVISION, 422 REQUEZA ST., ENCINITAS PREPARED BY NPDES STAT T SPECIAL NOTE: \ � EXISTING WATER LINE GEOSOILS, INC. (JOB NO. 5583-A-SC) DATED MAY 14, 2008. SHALL BE PDES PERMIT W # DID . 937C3fs0141 PART OF THIS GRADING PLAN. ALL GRADING CONSIDERED AS A SHALL EXISTING SEWER LINE BE DONE IN ACCORDANCE WITH THE RECOMMENDAT70NS AND SPECIFICATIONS CONTAINED IN SAID REPORT. DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL EXIS77NG CONTOUR MAJOR REQUIREMENTS OF STATE WATER RESOURCES CONTROL BOARD 3. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE APPROVAL OF (SWRCB) ORDER NO. 2009-0009-DWG (NP.D.E.S GENERAL PERMIT N0. i J \; \ EXIS77NG CONTOUR MINOR \\ SIZES, LOCATION AND TYPE OF DRAINAGE FACILITIES, NOR OF CAS000002), WASTE DISCHARGE REQUIREMENTS FOR DISCHARGES OF v IMPROVEMENTS WITHIN STREET RIGHT-OF-WAYS. SEPARATE STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN - \ / EXIS77NG EDGE OF PAVEMENT __...•Ft.. APPROVALS AND PERMITS FOR THESE SHALL BE REQUIRED IN ACCORDANCE WITH SAID PERMIT, A STORM WATER POLLUT70N ` ! ( 2) CONJUNCTION WITH IMPROVEMENT PLANS. - ' 543° PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL _ ++ � � �, �, , �' �, EXISTING SPOT ELEVATION �--� WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFF-SITE BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE * g 4�nu V,. 543.2 GRADING. COMMENCEMENT OF GRADING AC77WTIES AND A COMPLETE AND rr 1 � \ 6% ' ^^� PROPOSED SPOT ELEVATION ACCURATE NOTICE-OF-INTENT NOI WILL BE FILED WITH THE SWRCB. RI V�(PRIVATE THE -� - ` �• q T � f � PROPOSED CONTOURS ( ) (P 4IVATE STREET) ��. r-� _ �-. ,5J CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED A COPY OF THIS PROJECT SHALL BE FILED WITH THE CITY OF TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ENCINITAS WHEN RELIEVED; FURTHER, A COPY OF THE COMPLETED NOl -- �� �� Q � . � PROPOSE D LIMIT OF GRADING ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR i FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. I ? r - -II� �h SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECIEI/ED. CUT/F1LL LINE 0 G ;i � �� L � -,"", 6 1 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR PROPOSED 6" PVC DRAIN & RISER THROUGH WALL O 1 A BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE- PROPOSED ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY ? ;I I�) ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER PORTION OF THE PROPERTY COVERED BY THIS GRADING PERMIT N0. „ ��( J % / \ PROPOSED 8" GRATED YARD DRAIN O 9 A OR A LICENSED LAND SURVEYOR. I05j.$'f5 AND BY SWRCB ORDER NO. 2009-0009-DWG, AND BY ANY u, T .'w', ! 4" P SUBSEQUENT A ENDMENTS THERETO SHALL COMPLY WITH SPECIAL _ PROPOSED VC DRAIN PIPE 15 F 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL PROVISION AS T FORTH IN SEC77ON C.7 SWRCB ORDER NO. z I j" ' I \ PROPOSED 6" PVC PERFERA TED DRAIN PIPE 07 F SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE 92_ -D C n L RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND # *"r" - PROPOSED 8" PVC DRAIN PIPE I # LT" FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. -._. . _ ..: PRESIDENT DATE°_�/��tfi �. \ PROPOSED 8" PVC PERFERATED DRAIN PIPE 110 F DAVIO GRe IA/ ER � � ._°ter - _ v�,L � : � { 8. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF 1/2) EAIC/NlT 9,LLC I F, ) � ' R PROPOSED 8" PVC DRAIN PIPE CLEANOUT O 4 A �' NOTIFICATIONS - T �\ 1 PROPOSED 2' WIDE BMP 810-RE7EN110N BASIN SEE SECTION D-0 & E-E 316 F MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL OT BE � � �• CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7:30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES P PES- LANE r. \ 2 �' PROPOSED RETAINING WALL TYPE PER PLAN ® 5,960 F AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A ` 3' ( ) 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PREGRADING PRIVATE STREET R ' \ j MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR 7 \ `" ` ' 3" TO 4" PERVIOUS CONCRETE PAVERS - _ PRESENT. CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN '/ ,il ('• 3 (ORCO AQUA-BRIG OR APPROVED EQUAL) (SEE SECTION, SHEET 2) 12,049 F o Q GRADING CONTRACTOR AND PERMITTEE. THE PREGRADE MEETING ON THESE PLANS, HOWEVER: `NC � (BMP AREAWOT 7b MM00/FIEO WITHOUT CITY PERMIT SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 9 ' ADVANCE BY CALLING (760) 633-2770. a � { \ 4 ��; �'� PROPOSED CONC. CURB (6" AND 0" PER PLAN) G-1 399 F MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES t t 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S h �l PROPOSED CONC. SIDEWALK G-7 a 1,029 5F PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE RESPONSIBILITY TO CONTACT THE FOLLOWING RESPONSIBILITY TO DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM HE " CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR PR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND OPOSED 6 CURB & GUTTER G-2 a 370 F CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER I { SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE WORK. ON OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF " 91 °` f,ua S ? PROPOSED 5 1/2" PCC DRIVEWAY (WIDTH SPECIFIED ON PLANS) 2,840 F CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION ° PROPOSED 3' WIDE PCC RIBBON DRAIN SEE DETAIL SHEET 2 310 F A. SEWERS - ESD = 'd� ( ) (760) 633-2600 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL B. GAS & ELECTRIC - SDG&E (800) 422-4133 - DIG ALERT A.P.N.: RELEASE OF SECURITY AN AS-GRADED CERTIFICATION SHALL BE �� �, �a .,a t' C. WATER - S.D.W. PROVIDED STATING: THE GRADING UNDER PERMIT NO. 10528-G D. (760) 633-2600 m v• �`; HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE W y 1 war 258-112-12 APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED D. TELEPHONE - SBC (800) 422-4133 - DIG ALERT - AS-GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES E. CABLE TV - COX (800) 422-4133 - DIG ALERT 5' i � � , � �_ ' SITE ADDRESS: SUCH GRADING OPERATION. Z CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 -� � ft . � 422 REQUEZA STREET 12. ALL GRADING SHALL BE OBSERVED AND TESTED BY A QUALIFIED HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. F ENCINITAS, CA. 92024 (G4S) - (GAS) (G S) ( >`- (+AS) - (GA ,� SOILS ENGINEER OR UNDER HIS DIRECTION. HE SHALL OBSERVE PHONE (760) 633-2770. IT RE�UE�A S REET AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS --------- --r- -- 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR AND IT SOILLLS AND COMPACTION OF TRENCHES. TE SHALL INSPECTION. PHONE (760) 633-2770. ALL WORK PERFORMED OWNER�PERMITTEE: SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO ENCINITAS 9, LLC GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND REJECTION AND REMOVAL. KEY MAP 2 ADA, SUITE 200 TESTS WERE IN HIS OPINION, ALL HIS SUPERVISION EXCAVATIONS W AND THAT FIRE DEPARTMENT NOTES 50' 25' 0 50 100 150 IRVINE, CA 9443 CONSTRUCTED IN ACCORDANCE WITH THE APPROVED GRADING PLANS (949) 790-7443 AND THAT ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING SCALE: 1" = 50' THEIR INTENDED USE. CONSTRUC7ON AND MAINTAINED FREE AND CLEAR, INCLUDING THE SHEET INDEX: 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED PARKING OF VEHICLES, IN ACCORDANCE WITH THE FIRE CODE AND THE ENCINITAS FIRE DEPARTMENT. SOILS ENGII ERTIFICATE SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING SHEET 1 - TITLE & NOTES OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID 1, ®,avn> w.SXfAM �� 5 1iq„ EGISTERED CIVIL ENGINEER IN THE STATE OF SHEET 2 - NOTES & SECTIONS F% DAMAGE TO ADJOINING PROPERTIES OR TO FINISHED WORK ON THE PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE CALIFORNIA, P I ALLY DOIN BUSINESS IN THE FIELD OF APPLIED SOIL SITE AND SHALL TAKE REMEDIAL MEASURES TO PREVENT EROSION PROJECT SITE, ALL OF THE FOLLOWING COND177ONS SHALL BE COMPLETED MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL SHEET 3 - PRECISE GRADING PLAN LOTS 1-4) OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT TO THE SA77SFACT70N OF THE FIRE DEPARTMENT. CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY G�oso/I ���� SHEET 4 - PRECISE GRADING PLAN LOTS 5-9) � D pA v SHEET 5 - CURB PLAN & PROFILE ATA DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND Ste_ A8 S-lv-zoo$ ONE COMPLE1 _J " .. COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY: ' SHEET 6 - STORM DRAIN A PLAN & PROFILE INSTALLED. APPROVED BY THE APPROPRIATE INSPECTION DEPARTMENT OR •M_ SHEET 7 - EROSION CONTROL AGENCY. RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY m a< / SHEET 8 - NON-STANDARD RETAINING WALL SECTIONS (A-C) 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND 2. AS A MINIMUM, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN ENGINEER, ALONG WITH UPDATE LETTER DATED 0 iL-za0 'b FURTH F "s s° cfi� STATEMENT OF ENGINEER OF WORD FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD HAVE REVIEWED THESE GRADING PLANS AND CERTIFYT 1HE _stiff p THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY FILL SPECIFICATIONS.S LL BE ALL VEGETABLE MATTER AND OBJECTIONABLE PLACE TO PROVIDE A PERMANENT ALL WEATHER SURFACE FOR RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PRO J VE �� EMERGENCY VEHICLES BEEN ICOR RATED IN T E RADING PLANS AND SPECIFICATIONS a THE ENGINEER SHALL COMPLY WITH 174E GENERALLY ACCEPTED MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE r ? r% 00 SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL J. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND l e< ,. a, �'7a a7 - STANDARDS AND PRACTICES OF THE ENGINEEER S TRADE OR ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER SIGNED:_ ---[ ��/z- !�+ a a , - ,L-sr» r 1 PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK I AND ALLUVIAL SOILS SHALL O REMOVED TO SUITABLE FIRM ---? -- ----- - - a r PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO DISTRICT. 1yl>1� REGULATIONS REQUIRED BY THE CITY OF ENCINITAS. THE ENGINEER p' A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF RCE NO.: _lam________ ______ C 90 PERCENT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY 0005 AGREES THAT ANY PLANCHECK OR REVIEW PERFOMED BY THE CITY OF I OWNERS CERTIFICATE EXP. DATE:_!�=3I_�L____ ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT --- PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY c0 ACCORDANCE WITH SPECIFICATIONS. # THET 1�w,"CEk-r)`I" IS U 6b N'fA-el+ A >60Z9"40 � + �3sv/s�o1 3, Gy�yr� 7 OF ENCINITAS OF THE TECHINICAL SUFFFICIENCY OR ADEQUACY OF - co r IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO I Y O K DATA ���1~ r����f �~� ��{{����f„'f THE PLANS OR DESIGN, AND IT THEREFORE DOES NOT RELIEVE THE AS BL \ THESE PLANS. c ovf l Z.oa» BLVD 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH ENGINEER OF RESPONSIBUITY FOR THE PLANS OR DESIGN OF GRADE TO PRODUCE SMOOTH SURFACES AND UNIFORM CROSS IT IS FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HAVE A CUT 3059 C. Y. FILL: IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY N co SECTIONS. THE SLOPES OR EXCAVATIONS AND EMBANKMENTS REGISTERED CIVIL ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR 1055 C. Y. AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, SHALL BE SHAPED, PLANTED AND TRIMMED AS DIRECTED BY THE ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES EXPORT 2004 C.Y° AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY PROJECT ,, ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY ARE NECESSARY FOR AND DESIRABLE FOR 774E PROPER COMPLETION OF REMEDIAL 3700 C.Y° (3 REMOVAL & RECOMPACTION ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS 1-5 SITE a N CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER THE IMPROVEMENTS. UNDER AND 5.0 FEET OUTSIDE OF THE ENGINEER AND HIS IHER AGENTS OR EMPLOYEES ACTING XP E OSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE OF BUILDING AREAS) WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT LIABLE E I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR BECOME LOOSENED SHALL BE REMOVED AND DISPOSED GEOLOGIST HAS BEEN OR WILL BE RETAINED TO TEST AND AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN OBS VE GR ING ACTIVITY AND ADVISE OF THE COMPACTION EARTHWORK ESTIMATE' DOES NOT INCLUDE U77LITY TRENCH VOLUMES OR ANY ACCORDANCE WITH THE GRADING ORDINANCE. AND T I OF THE SITE OVEREXCAVATION (UNLESS SPECIFIED), IF REQUIRED BY SITE CONDl170NS REQUEZA ST. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL CONTRACTOR SHALL SA77SFY SELF THAT ES77MATES ARE CORRECT PRIOR TO PRESIDENT I l I74 /o BY: ��� (-S / O m SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF COMMENCEMENT OF WORK. EARTHWORK QUAN77TIES ARE ESTIMATED FOR PERMIT cn THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT AVID b Mf 8/; DATE RONALD L. HOLLOWAY, R 29271 DATE PURPOSES ONLY° (CALCULATED ON A 7NEORE77CAL BASIS ACTUAL QUANPRES MAY HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE ENCINITAS 9, LLC VARY DUE TO SHRINKAGE OR SWELL FACTORS). pga8lO w FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF 2 ADA, SUITE 200 AS - BUlLTS 4� ` l DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND IRVINE, CA 92618 1) STEEPEST EXIS77NG NATURAL SLOPE ON-SITE = 1 : 1 bhAinc, RoxALO L. CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. (949) 790-7443 2) MAXIMUM VER77CAL DEPTH OF CUT = 9' hnd p�annhg, cMV ®ngheeing, surveAng NO.. 29271 17. ALL OF THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE 3) MAXIMUM VER77CAL DEPTH OF FILL = 7' _ *axe. s-31-11 VICINITY MAP 5115 AVENIDA ENCINAS RONALO L. MOLLOWAY DAME 4) AVERAGE DEPTH OF CUT = 3.059 C. Y134,807 S.F. x 27 = 237 FT „ „ APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT RCC 2927/ EXP 3-31-13 5) AVERAGE DEPTH OF FILL = 1.055 C. Y°/12,736 S.F. x 27 = 2.24' FT SUITE L �ja �n e NO SCALE 5 PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, CARLSBAD, CA. 92008-4387 OFCAL� Z OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR, A WRITTEN (760) 931-8700 W LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST -- BE OBTAINED AND SUBMITTED TO THE CITY PR/OR TO START OF ANY o UNDFRGROUND SERVICE ALERT ENCINITAS FIRE PROTECTION DIST. SAN DIEGUITO WATER DISTRICT PARKS RECREATION PUBLIC WORKS DEPARTMENT BMP PROJECT STATUS SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY _ THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SECTION 421614217 OF THE GOVERNMENT CODE REVIEWED BY REVI WED BY. REVIEWED BY: REVIEWED BY- STANDARD PROJECT SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WORK TO BE ISSUED REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE WITH Q FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED pll ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE STORM WATER MAINTENANCE VALID. FOR YOUR DIG ALERT I.D NUMBER, CALL / �S�LZD I J UNDERGROUND SERVICE ALERT TOLL FREE: 1 (800) ,� L9l t� DATE. / Lri O �l (t Q AGREEMENT - I 422-4133 TWO (2) WORKING DAYS BEFORE YOU DIG. DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE SIGNED AT : DA E: DOC NO.2090- !t44_40_-14_20_ SDWD W10 1�0 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESISEBD BY DRAWN BY CHECKED BY APPROVALS `Y OF ENC `MIAs ENGINEERING DEPARTMENT DRAWING NO. � E E p2 3 R T. wA� s 31 ( THE BENCHMARK FOR THIS SURVEY /S THE CITY OF ENCINITAS T Z�N \ PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR V14D GRADING PLAN FOR: Q 3TOftM pQA�N REV�sioal-LOTd SURVEY CONTROL POINT °1031", PER RECORD OF SURVEY REVIEWED BY.• r Q REVISE Poo - LOT$ 1-9 Z 18416, A 2.5" BRASS DISC STAMPED ENC-31, LS7322, SET HORIZONAL SEE PLAN DATE: 11 -S-10 BY:�,_r/ BY.• 0_52 z q p5 B91LT6 ` IN THE NW CORNER OF A DRAINAGE BOX ON THE NORTH SIDE �- I RIDGE OF ENCINITAS BLVD, 700 FEET EAST OF WESTLAKE STREET. R.C.E. N0. 29271 VERTICAL NIA M � Iv RONALD L. HOLLO Y DATE: 10 DATE: 1 ( !( Q ELEVATION = 182.995 NAVD 88 DAT EXP. 3-31-11 WORK PROJECT NO. 08-066 TM SHEET 1 OF 8 m STORMWATER POLLUTION CONTROL BMP NOTES WATER NOTES (SAN DIEGUITO WATER DISTRICT) RIGHT-OF-WAY NOTE: 5' RELATIVE TO CONSTRUCTION ACTIVITIES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING I PRIVATE BIORETENTION EASEMENT ACCORDING TO THE STANDARD SPECIFIC A. OF THE CURRENT WATER DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT 2' 12" 12" 12" CONCRETE WASHOUT AGENCIES STANDARDS COMMITTEE (WASCg. OF WAY. FAILURE TO DO SO WILL RESULT AN ISSUANCE OF A STOP WORK 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBITLITY OF THE CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DEEP ROOTED, DENSE, DROUGHT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIMITS OF THIS PROJECT. TOLERANT PLANTING SUITABLE THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY 3. ALL EXISTING FACILITIES. WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, DRAINAGE NOTE: FOR WELL DRAINED SOIL RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING SUBDIVI SION 8" PVC PIPE RISER WITH WASHOUT LOCATION. OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT BOUNDARY APPROVED GRATE INLET BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER CONSTRUCTION SITE ACCESS MAINS UNLESS GIVIN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MIN. 2-3" HARDWOOD FLOW 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND OR ADJUST TO GRA E OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE 6" MINIMUM MULCH SURFACE� A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES VALVE BOXES ETC.g FACILITY. SLOPES VpRVES VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUSt MEET 4" -THIS SHALL INCLUDE USING MATERIAL SUCH AS GRAVEL AND/OR CURRENT WATER AGENCIES STANDARDS COMMITTEE WASC STANDARDS. IF FACILITIES CORRUGATED STEEL PANELS/PLATES. DO NOT MEET STANDARDS THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS UTILITY NOTE: (FA OSED TAN COLOR SPLIT =III- = - AT THE OWNERS EXPENSE`. MASONRY III III III III ( III=I ( III=III - 24" MIN. ENGINEERED CONSTRUCTION VEHICLES 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. INING WALL- `NAL� =III III-III VII=I III=III III=III - SOIL LAYER TION 'o' suEETa I III-III III-III III-III III-III 111 A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRAIN SHALL BE 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND MPERMEABLE PVC LINER =III III-III III=I III=III III=III DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, SAN DIEGO GAS AND ELECTRIC VAULTS. ROOF DRAIN NOTE: : 111 III-III III- L III-1 III III III 2-3" of 3/8" GRAVEL AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER 176 =III-III=III-III=1 -ICI=III III=III %- MADE OFF-SITE. TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL vAaias - 4" PERFORATED PVC PIP (� TRAINING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR F I= ° ° ° ° @ 1% CONNECT TO 8" RISER vl 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 EFFECT TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE 12" MIN. ° ° ° ' ° ° _ - 3/4" CRUSHED ROCK JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF MATERIALS TO BE NO-LEAD BRASS PARTS. FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A ' ° ° ° ° ° (12" MIN. THICKNESS) ENCINITAS SHALL A TRAINED TO BE FAMILIAR WITH THE CITY THESE ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES BE PROVIDED PERMIT FROM THE CITY. ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE 6 BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OF WC-18. SEE SUBDRAIN & FILTER __ _ PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM 6.5 INSTALL 6" CURB FABRIC DETAIL SECTION F-F -- SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN PLANNING DEPARTMENT NOTES ONLY, SDRSD G-1 ® LEFT RESPONSIBILITIES. 1.5' 1.5' PERVIOUS PAVEMENT ° w2 ,PVC PIPE gNATIVE PERMEABLE S IL 1. PATIO COVERS AND ANY AND ALL ACCESSORY STRUCTURES PROPOSED SHALL BE P.C.C. RIBBON DRAIN FINISH GRADE =Tj= INSTALL 24" WIDE X 8' THICK WASTE MANAGEMENT RIP-RAP (3"-4" SIZE) WITH GUNNITE SUBJECT TO THE PROVISIONS OF CHAPTER 30.16 OF THE ENCINITAS MUNICIPAL CODE. 29 p 10 uBDRaIN THE PROVISIONS FOR ENCROACHING INTO BUILDING SETBACKS SHALL BE APPLIED IN AT OUTLET OF EACH 4" PIPE. TAPER CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL TO MATCH EXISTING BROW DITCH WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR ASSOCIATION WITH THE BUILDING ENVELOPES ESTABLISHED ON THE APPROVED WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO TEN TAT71/E MAR ° A FdE ES p�2Y. S C 3 w THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. ° D:fiO' .. BR011 DITCH ' j 2. PRIOR TO FINAL MAP APPROVAL, CC&Rs FOR THE PROJECT SHALL BE SUBMITTED TO Q EX NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. VA2jAGL.E PLANTABLE 2" BERMS/DIKES SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE THE PLANNING AND BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. THE CC&Rs --) SEE SECTION D-D & E-E SHALL INCLUDE LANGUAGE THAT ENSURES THE PROFESSIONAL MAINTENANCE, REPAIR, CLASS II BASE AREA ALONG FACE NATURAL STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY OF RETAINING WALL NOTES TO THE LEFT FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. AND REPLACEMENT OF THE STORM WATER POLLUTION CONTROL FACILITIES, DRAINAGE DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH FACILITIES, COMMON LANDSCAPING, COMMON RETAINING WALLS AND PRIVATE ROADS IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID AS NECESSARY INTO PERPETUITY. IF OFFS17E IMPROVEMENT IS PROVIDED FOR STORM SECTION C-O SECTION E-E RAIN CONTACT WITH ANY TRASH MATERIAL. WATER POLLUTION CONTROL, AN EASEMENT SHALL BE PROVIDED FOR THE BENEFIT OF DETAIL: 3' WIDE RIBBON DRAIN THIS SUBDIVISION INTO PERPETUITY. THE MAINTENANCE OF THE OFFS17E FACILITIES NOT TO SCALE LOTS 5-9 BMP BIORETENTION DETAIL NOT TO MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND SHALL BE INCLUDED IN THE CC&Rs. BE MODIFIED WITHOUT CITY PERMIT (REAR YARD) CLEARED VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS J. NO VEHICULAR ACCESS GATES SHALL BE ALLOWED WITHIN THIS SUBDIVISION. NOT TO SCALE MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS CMU OR HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS REINFORCED-CONCRETE MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER WALL (1) WATERPROOFING MEMBRANE PROPERTY BIORETENTION EASEMENT DUMPSTERS CALL EDCO AT (760) 436-4151. _ LINE 6.5 TO 10.0' POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH 6" - " -I 2 5 TO 7.0 - - 3. 2 I w I I . CANS AND RECYCLING RECEPTACLES AROUND THE SITE. T S'L�.� � ` �< INSTALL TYPE G-2 CURB PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FINISH GRADE & GUTTER, SDRSD G-2 - 2 COMPOSITE 4 `_ FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY DRAIN - NATIVE BACK - 2.5' TO 6.0' 12" 12" 12" DEEP ROOTED, DENSE, DROUGHT TOLERANT CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN 4 CLEANOUT, AT LOCATIONS (5) WEEP HOLE :. .= 'A -III INLETS ON PERVIOUS SURFACES. _111= 0 ,� SPECIFIED ON SHEETS 3 & 4 3°-4" PERVIOUS INTER-LOCKING `' "c(3) FLTER INSTALL TAN COLORED PLANTING SUITABLE FOR WELL DRAINED SOIL 2% PAVERS (ORCO AQUA-BRIO PAVERS) PROPOSED GRADE FABRIC. II SPUTFACE MASONRY 8 PVC PIPE RISER WITH ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, �- SLOPED TO DRAIN = 11=I 1:1 (H:V) OR FLATTER RETAINING WALL, APPROVED GRATE INLET x _ . GUTTER, AND STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND PER PRECISE CIVIL 11= wAL.L_ 11 P CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM - 2" BEDDING COURSE OF 1 4"-3 8" -r I BACKCUT TO BE 4" / / DRAWINGS (4) PIPE III- PROPERLY BENCHED SECTION B`,/ I SLOPS CONSTRUCTION SITE. II ° WASHED FRACTURED OPEN GRADED f11 SHEET B. ° ° ° g' STONE I=11I - _ - " pal )6 CUBIC FOOT OF - 2'-3- HARDWOOD FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND ° ° ^'` - REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ' 3/4" BASE COURSE / WA 5HE0 FOOTING AND WALL CRUSHED ROCK �� ENCINITAS (760) 633-2770. f FKAC roRe9 DESIGN BY OTHERS FOOTING » I SECTION D®® E�E NOTES .� OPCN G DfA STONE a ° 24 (MIN.) ENGINEERED 8 $ ° SOIL LAYER 0 NOTES: (7) FOOTING urn rn,nn.nrn 4o a BIORETENTON "ENGINEERED SOIL " LAYER SHALL BE MINIMUM 24" DEEP "SANDY-LOAM" IE. 6" PIPE 3 (1) WATERPROOFING MEMBRANE: LIQUID BOOT OR APPROVED MASTIC EQUIVALENT. �NSOL o 0 0 2"-3"/ 3/8" GRAVEL SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% - - 90% COMPACTED FlLL AS - --- - -- -- -.-.-.-.- SAND,20-30% HARDWOOD MULCH,AND 20-30% TOPSOIL. PERFORATION SPECIFED BY SOILS ENGINEER , (2) DRAIN: MIRADRAIN 6000 OR J-DRAIN 200 OR EQUIVALENT FOR NON-WATERPROOFED WALLS; MIRADRAIN INSTALL MIRAR 140 N FILTER FABRIC NO FILTER FABRIC IS TO BE USED TO SEPARATE THE ROCK LAYER FROM SANDY-LOAM ANGLE 120• F/t1FR FAORI C BFTWEeM RSCK f J06GRA0! 6200 OR J-DRAIN 200 OR EQUIVALENT FOR WATERPROOFED WALLS (ALL PERFORATIONS DOWN). 0 SIDE LIMIT OF BIO-RETENTION BASIN �0 0 12" CRUSHED ROCK I C " LAYER IN THIS SECTION. 6" PERFORATED PVC STORM DRAIN 6 WITH PERFORATIONS 0 TOP SIDE OF (3) FILTER FABRIC: MIRAFl 140N OR APPROVED EQUIVALENT; PLACE FABRIC FLAP BEHIND CORE. " 12-. INSTALL 4 CLEANOUTS AT PIPE: 4-INCH-DIAMETER PERFORATED PVC SCHEDULE 40 OR APPROVED A / INSTALL 8 PVC DRAIN. SEE INSTALL 4 PERFORATED , 3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12 . LOCATIONS SPECIFIED ON PLANS. (4) ALTERNATIVE WITH MINIMUM OF PROFILE ON SHEET 6 PVC PIPE 0 1X CONNECT 1 PERCENT GRADIENT TO PROPER OUTLET POINT (PERFORATIONS DOWN). THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVELED, IT IS SIZED BASED ON THE TO 8" PVC RISER I ENCINITAS QUENTIN COURT STRUCTURAL SECTION (5) WEEP HOLE MINIMUM 2-INCH DIAMETER PLACED AT 20-FOOT CENTERS ALONG THE WALL AND PLACED STORMWATER MANUAL CALCULATIONS, THE SURFACE AREA OF THE BIORETENTION BASIN ORCO AQUA-ERIC CONCRETE PAVERS OR EQURALANT 3 INCHES ABOVE FINISHED SURFACE. DESIGN CIVIL ENGINEER TO PROVIDE DRAINAGE AT TOE OF WALL. IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. NOT TO SCALE NO WEEP HOLES FOR BELOW-GRADE WALLS. O SEE SECTION D-D & E-E O RETENTION AREA SHALL BE LEVELED AND DEPRESSED A MINIMUM OF 6" FROM THE (6) GRAVEL: CLEAN, CRUSHED, 4 TO 1i INCH. P_ NOTES TO THE LEFT SURROUNDING GRADE. (7) FOOTING: IF BENCH IS CREATED BEHIND THE FOOTING GREATER THAN THE FOOTING WIDTH, USE LEVEL EX. BUILDING FILL OR CUT NATURAL EARTH MATERIALS. AN ADDITIONAL "HEEL" DRAIN WILL LIKELY BE REQUIRED BY SECTION D-D 0)200 - GEOTECHNICAL CONSULTANT. LOTS 1-4 BMP BIO-DETENTION DETAIL NOT TO BE O EX. BROW DITCH i DETAIL: SECTION F-F MODIFIED WITHOUT CITY PERMIT (REAR YARD) n I . N NOT TO SCALE NOT TO SCALE \ BNOY 1 ? - q PROPOSED PRIVATE ROAD & / 90 -- ---._.__ ?._.--------... _ _.----____-- ---.._.-_ `L___ ._ . .., ACCESS EASEMENT FOR THE N EX. RETAINING WALL BENEFIT & USE OF LOTS 1-9 EXISTING GRADE rn I IL' q EXISTING MASONRY Q 19 35' PROPOSED PUBLIC PROPERTY LINE SCREEN WALL U EX BUILDING SEWER, WATER, UTILITY CL 17.7 17.3' PE 192.0 & ACCESS EASEMENT _ Q 180 ____ ._ _.___.... __ _._ .__ _.._ ___._ ,_ _._.-.-._ ____-._ -.. ..._ _ _- __ STING GRADE 20' 4'-5' EXISTING m 5.7' 12' 12' 4' 8" EXISTING EXISTING EXISTING GRADE MASONRY \ GRADE RETAINING WALL SUBDIVISION LOT B - PE P75oU 8.4 "" 2:1 SLOPE 2 ( 8' 8' 1' EXISTING BROW DITCH BOUNDARY ' J 6" CURB & 6" PROPOSED TAN _ - - - PROPOSED TAN COLOR ACE FACE y 1 r 2 CO MASONRY SPLIT vi ( - -__ _- EX. B�ZOW DITCH 1.5' GUTTER (G-2)1 2% EXISTING CRIB WALL MASONRY RETAINING WALL- VuAI�U,- iQAIC --SNETB 2% 2% RETAINING WALL 170 --._. __..__ ___I_.___. __. __ _____ .__ __., ._.___ - ____ a__ . . ._._ RETAINING WALL-WL1LL I z ;�. ti 2 " gECT1oN B-sNEET 1% 7% Fsssr C� .....•••••••••••••••••• „_ •.___ PROPOSED TAN COLOR SPLIT o f_ FACE MASONRY 6 ERFORATED PIPE FOR •' D � `fit � » 4" PCC SIDEWALK G-7 -y Ld (j 6 PERFORATED PIPE SEE STRUCTURAL STREET SUB-DRAINAGE 1% 1 RETAINING WALL- WALL SECTIONC sNEET8 bhAinc., HONIED z fr°�9-F2E" aoiaoesY I I PROPOSED TAN COLOR SPLIT FACE FOR STREET SUB SECTION DETAIL 6" CURB G-1 �,, c cTto�N Y, laud pIanning, CNaI engIneadng, surveying N0. 29271 I MASONRY RETAINING WALL- DRAINAGE COLLECTION ABOVE RIGHT _ 1.0 PL NTABLE AREA �. II S1l 3 TO 4 PERVIOUS CONCRETE PAVERS (ORCO AQUA BRIC 9 WALL sECT10 N 'V'- SHEET B " SEE STRUCTURAL ALONG FACE OF RETAINING WALL 5115 AVENIDA ENCINAS ,60 PL__���.-__--. _.__ __..__ _.___ . PAVERS�e� OVER #0 AS�k 2 BEDDING COURS SECTION DETAIL, SUITE "L" *�j c7�,n EX. GROUND II ,EX. RETAINING SECTION: A-A SECTION: B-B OF 1/4"-3/8" WASHED STONES OVER $° BASE COURSE OF ABOVE RIGHT SECTION: C-C CARLSBAD, CA. 92008-4387 ofcsti B ] (760) 931-8700 SCALE: QUENTIN COURT - PRIVATE ® 3/¢" WIlSNED FRACTURED OPEN-GRADED PRIVATE DRIVEWAY - LOTS 7, 8, & 9 HORIZ:1"=20' Al. ZS N.TS. 6 - - - - - VERT:1"=8' STONE (SEE SECTION, ABOVE RIGHT) REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE PLANNING & BUILDING DESIGNED BY DRAWN BY CHECKED BY APPROVALS _ _ CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING 0. g e s An THE BENCHMARK FOR THIS SURVEY IS THE CITY OF ENCINITAS PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED APPR GRADING PLAN FOR: 4 AS- GUILTS r SURVEY CONTROL POINT "1031", PER RECORD OF SURVEY REVIEWED 0Yi 18416, A 25" BRASS DISC STAMPED ENC-31, LS.7322, SET HORIZONAL SEE PLAN j 1 DATE: 1 s-r BY' - -___- BY' a "' r IN THE NW CORNER OF A DRAINAGE BOX ON THE NORTH SIDE 1 EQ U E I I� a� 10528- V OF ENCINITAS BLVD, 700 FEET EAST OF WESTLAKE STREET. R.C.E. NO. 29271 VERTICAL NIA l2 I I>o RONALD L H LLOWAY DA TI : �(All t-(- _- DATE: �[[ � < 9 ELEVATION = 182.995 NAVD 88 D T EXP. 3-31-11 WORK PROJECT NO. 08-066 TM SHEET 2 OF' 8 '`t ..'.4rG L ,t.y r-^3".,r ( ._i.`i✓q r, '4-41 STORM DRAIN DATA f f ,r SEE SHEET 5 FOR f ! ° ,ytl ,a. � ;�t r. ,.� � f �� . SEE SHEEN 4 CURB DATA NO DELTA/BEARING RADIUS LENGTH TYPE p 1 45'00'00" 21.34' 16.76' 8" PVC STORM DRAIN °57' .E 2 N 1°57'29"E 21.70' 8" PVC STORM DRAIN SEE SHEET 7 FOR U 29 ti _ r�-- --. 41.25 8° PVC STORM DRAIN per, i r'r9 '. EROSION CONTROL PLAN N.88°o2'a�'W. 2.50 8" PVC STORM DRAIN `- ; G,9�y' , 'y ° L r ' 5 N58°09'05"E 34.36' 8" PVC STORM DRAIN �� �'/' �� '� ,;' 4 , m 6 N58'09 I 05"F 34.55 8 PVC STORM DRAIN ti. b i - ° NOTE' 1 7 N48'03'55"E 5.71' 8" PVC STORM DRAIN Fyd !j t. , ysF,�¢ r` ` rte ; i t f ° ° q ° D 8 » RETAINING WALLS N58 09 05»E 29.20 8 PVC STORM DRAIN r. G 9 N32'35'49"E 5.80' 8" PVC STORM DRAIN f" 4i9�iojG,�j'�' 4l `, " ;! ° ° ° a ° a," ° °`, .dR�G 1*10VE 10 20 00 10011 50.00 17.45 6 PVC STORM DRAIN PERFORATED O O . o a ' d „ �e ° ss q q a d SEE LOCATIONS SHOWN 11 N1°57'29"E 90.92' 6" PVC STORM DRAIN PERF ATE r i l`-' o d a o ` p;e OR D ? ; - � � 'l S - z%' 7 ' ` I r'� � f r tS.a � C� HEREON, AND WALL SEC'T'IONS ON SHEET' g 12 56 11 37 71.00 69.63 6 PVC STORM DRAIN PERFORATED i� i �� y ° - a a INSTALL MAIL BOX � �'�� , � y / 13 1,458'09'05"E 27.41' 6" PVC STORM DRAIN PERFORATED fr f �:.; 14 37 45 41 29.00' r'Yt f 19.11 6 PVC STORM DRAIN PERFORATED d V 15 37°45 41 29.00 19.11 6" PVC STORM DRAIN PERFORATED ,I'" ' ` ° e Ta b N �\, O ° a ° SEE SHEET 6 FOR BASIN 4: 3 ,� 16 111°33'07 35.00' 68.14' 6 PVC STORM DRAIN PERFORATED / de • . e ° _ _ + � a °� 1 a ° "All 1 N88 02 29.10. - 8.,PV woem DRMN ,."'. r ( d ° I d _ 1 ,r DETAILS & STORM DRAIN A p 7 ° '3i"W , f f ' s1.76,. J q[�V ° r, " t'. ��. d pp__ �y,' ! _ _ a .e - - MN_ J °fro "a f. _ . ., . rrQpC i' O``��' �c ° PLAN CX. PROFILE •.,- .' � � � t d` M a � �° V' , n , y �$• P v y lS + DEPTH , / •-' `i, ,i° 'i , 'f1"✓I. ,. .,--{ w h,• ., �>!i' r's'/f f/`;r t,,, J ; �r�1' /�, ;'(l.•�.J�n O - -.a ._ 1,.,;a.i.r ',�,,. - a_3"- I ° - Jd; d Ri 6 D°r.rt q ld..�. ° : n /s0s0 1 0° ° b - ;� .q,.o.. -'°_.:d......� •¢d.�' ° q ° ' 4 k'�0 °.k.'j r �,`.�.��`��`��� G� „ ,`�°' :- d e °S.a''id . '' S .°l°�'�d o-5, �•d 3 1 i° r4 Bl0-DEEN770N BASIN " a ` O e ,° 9 0°NO LENGTH WIDTH :.� _ 1 38.45 2' 42" {f/ S /r/ ry > � f / VX ° � a q ° �� r tn�'` tit. ° ° . •\ ,yX ° .yX �'y�. 1 ° q ° °', ° 47, ! 4, > 1 31.20 2 42 r ✓ /�(\ a �C,• \° r_° ° 3+ j/j °,e �� e 4•, 4 31.30 ,-,X t r_). ,y,. J f r •:;�-;"• "'J .:' 1 \i ,". "/'^',^s"v. t/I!, .'r //@ \x ` /yam V l , /, ,y q ° , a: y k-.6 6 t h1 .-/d 1.7 ' )�-°`./.'-� q , . .,p) . °. d` : >•:. C. . . . .' _ �. '�. oGc,, o t, (\V••I': � d ° °1�P-1.a.0 0�� 8 8 ° .Mw? 3 6f, e A P° - 5 3 36.55' 2' 1 42" w ° 1° 2 42 / ti V C WA e a °q y, in n1 ROP', BMP BIO-DETENTION 0§ BASIN. SEE SECTION \. 0 rk C'. :. " .: _: ,, 0... �:./•.. _. . . .: : ^" J ° - ° 4 CROP � 4e<2f. - -Q� ° 1.,.,..`' ° , \.,,�, 13 - d qa' ( - b O - . . .. _ K. . . . . .?c y.. . , >N ' C , °' �° H D DON SHEET L p 1 ' 1 , w - ,- w 1 `2 �� Zn p R woo Q t / . G L'2 l ° ;z LLI C4 1 , - tZ' lf] ;' r-. U' ',.� • ;' , I :` ,:S r t .! .y !""\ �q .. q / / . .I. l '7� 1 y � IJ ''�•: d ly _ �" ° -° � i' t.l .' 'og d A. {�\ :.� 1 r 'W W,` / • r . / � - °'� , . � q . . ' �. . _ ' t / � 1 ,_.• , ._ .. , 17 a� .,',\!+ � ..,,i _..� -/ z ;, ';� V) Q any r f �. ° t SP[ rAN N � r r `r. 6 a �. - , lT F v, "cy- h, t r /, o, . 1 AC QCOR 5 17 r , w w j , rr ��� t�� '� rr , ,� d �RET E M �,. 1 y�.,�P � l / �; . . U z ,. ,I W r t ,. q ° 1 1� x AlN/NG ASGIN w LOC , DN OF TEMPORARY �e F F' , TW 18 ' ° J .` j ,j r ; ,i.1� 4 _ •1 ` ._ 1 r o�. / q F1 a ,� (1/q RY � w o - .' „ } ° o� q. j a SALES"AFETCE TO OOMPLY n s � a F- r.,w Y 1 fl Q _ W % Yi 17 _ f , R ( f q oa v s LIE 4c t WI1H PRIISIONS OF GRAPIER ' r , r"' ,, l ET b"� o I -�'. 5 .o ;:1: . I H,6. o y I 8 Tl ti 176 4r 7 t . // x: 0 N t+ ;' N a 30.46.1 A2 OF 1H M .; I e OO E UMICIPAL SW a` r a . t W v d' r L"..RS' ,.,.--�. I r / ,"9( !'�' f a d f / V'- °F' .q �1 � �a' •� f .r ° tZ Z F',✓,r.., r ?',«... 1' h :' w A ° Y1 ter /. ° ;. :• - l .'n S ;�( { 't �,',. !� 175 'r' r` i t 1 N �,a n 7 -�" AND lO REMOVED G )` O d 3 / 0 / �+ �4 UPON THE ISSUANCE OF THE A^ „k; 0 0 w w f j!Mr,. , � f SF `� X24 AS a �; v,r t- Jim ," 3 17 z tr . / , 1 rO ° ° I f ,, O, ROS CERTICATE OF OCCUPANCY. w �Q YL �, • ' � J �, � o � Q �- . . .., r;� s° _ ,.e /6�'' k, �.: v'A!)' SF N rtr>> 3 a a � ., ,, � , � � U , f . r �. '� � ° o , ,q . � / '� t ..._. 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SEALANT m / �-_.ANA r" Et :156.2 riS a o v� z .� ° � • `d FL ,1 ; � - r .� g= TO BE SATISFACTORY TO THE ENGINEERING, PLANNING _y� o n y` iA� � . . 7 � ZN ?1 �2 h- t O M :. :. .3 & BUILDING DEPARTMENTS �? r i it .� 'F� J� R N Q ti V O N v a ,h c• Gu N ,;' Q? ''t '. } `� � A v O 2 ',.?�l . ,p _ 7g �^• , ., 7w _ ` •5 ,Q W lU �o b 5601 , � � � � � � v r� c> -ate � a��Q'w •,� a �° �• W o to p N c�- ! � as ca.._ r'• r �;' Q : � � Q lb , .4; �,' ,% >' J• .;4;`. GJ., � �! �_ ,�. r : � f... c t,- l✓'., nl` lr I e � l� �,.tip. 0/1 ti t / t0t}� •� J O-'.. ;;.-a tq per,,, `: l •=='-, v < O ,,,r' `' r . �, - _,, � Q z * / r' "*..•._"._-._ - �,,nr} �n�F O n r0 NG � .Ki 00 Q , ; R08 RECS FO Bf 1 I ll,_N s, rn A Q /Y N,.:2• , 4-,".^ t� h l 0 QUENTIN COURT ,' �J ._ , . ,e i,. �, l� '� Q ,•�O `G� l ? p Q -,,I/�''D+ ',t t -' .� A N 258-112-30 ��,�� ��� Mt z � ��'•, t ,� p s 6 7 9 P -r \S1 t � V�U i � t •.. O tb `ti i,i„ i 2 Q Q � r R INSTALL FIRE � *119tH/�O O� . 9 �': ..._ r R� r� LANE SIGN- 4 FA�TA rAN , 0 r F y I CONNECT TO NOTE' 1 WAG[ M SONRy [ R SP (aj it C' 3 Q RETAINING WALL L� PER RET UT l OF 5.0 FROM BOTTOM FINISH GRADE OF 4.L er UAJ ql NI NG lop, ��F -e, 1'�2J,j �Lc� �/ OO `, ,� ' ' '`, A FIG 3 INSTALL FIRE LANE SIGN SHE $� I B F OyGOgI i - "" 5Ti=1Ii II- CONNECT TO RETAINING WALL EXISTING CRIB WALL. SEE SOILS REPORT SAO ,, �,v c FOR SPECIFIC REQUIREMENTS. FIRE LANE NOTE: c� l 2 " , �c�0 ljc Gy' I+9�jJ Alq 1 INSTALL TAN COLOR SPLIT Z G�S ��yT / O9�A9T cF WALT NASONRY RETAINING 2 INSTALL STANDARD, $ " O k F J; yj fy O\ J SEE NO PARKING -FIRE LANE w ly r00y�c9 SECTION A -MEET$ 1 POLE MOUNT, FIRE LANE 4� tort EXHIBIT FOR RED CURB LIMITS C 4' s A _ "NO PARKING" SIGN, bhx n� ' ' 170 0 = IPER CITY OF ENCINITAS inc. H�Ay