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2022-18973 G (Plans)NIt]WEIwe]mTff.AVMzto]Ii 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 GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL REDEVELOPMENT PREPARED BY SMS GEOTECHNICAL SOLUTIONS, INC. DATED 06-03-2021 PROJECT # GI-21-05-123 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 AND 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 LDEV-018973-2022 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. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT TO TEMPORARILY HALT GROUND - DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES ■ CHANGE NO. DESCRIPTION APPROVED I DATE BENCHMARK DESCRIPTION: LOCATION: IN DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN, OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICA COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050.5, IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE, SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONER'S OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN, HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE REMAINS SHALL BE KEPT IN SITU(`IN PLACE"), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP f IMP NOTES • SEE SHEET 4 NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK: A. SEWERS - CSD/ESD - (760)-633-2770 LWD 760-753-0156 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - S.D.W.D. - 1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS - (760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE: (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)- 633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. SOILS ENGINEER'S CERTIFICATE I, MEHDI S. SHARIAT 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 06-03-21 AND FOR AN UPDATE ON 07-06-22 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 INTHHE GRADING PLANS AND SPECIFICATIONS. SIGNED: v DATE 1 /27/2023 GE NO.: 2885 EXP. DATE: 12 31 /24 �pFESS/ JOB #: GI-21-05-123 ��oo�'sAMsq�sFc COMPANY: SMS GEOTECHNICAL SOLUTIONS. INC. w N NO. 2885 p m ADDRESS: 5931 SEA LION PLACE, SUITE 109 c CARLSBAD, CA 92010 �F T Pv PHONE: 760-602-7815 �TgTF OFCCA 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 FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGEN S OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT A ARI G OUT OF THE WORK PERFORMED BY THE ENGINEER. O SIGNATURE: DATE: 1 /27/2023 DOUGLAS E. LOGAN COMPANY: RANCHO COASTAL ENGINEERING & SURVEYING INC. o QR°FEssiotigl ADDRESS: 310 VIA VERA CRUZ, #205 ��� G�p,S E. 40 < PHONE NUMBER: 760-510-3152 RCE EXPIRES: 12/31 /2023 m w C 39726 � sT CIVIL �P qTF OF CA--�FC�� RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 60.601' DATUM: NAVD88 AS -BUILT APPROVALS DOUGLAS E. LOGAN DATE PRINCIPAL ENGINEER DATE PUBLIC WORKS PLANNING REVIEWER INT. I DATE EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARTIN TRACEY AT 760-613-8999 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. 10. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILISED WITH PUNCHED STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVATION. 1 A STEEET I N83° 15' 23"E 100.23' - j I (D O 0 0 \ �. Ln I Lo Lo J a I U-) PROP. PROPOSED I E;� I DWY RESIDENCE N83° 15' 2YE 100.21' APN: 258-041-02 LEGAL DESCRIPTION: C 2 N rn m 1 KEY MAP 30 15 ° 30 60 SCALE: 1 " = 30' SCALE IN FEET SCALE: 1 " = 30' LOT 1 IN BLOCK 44 OF ENCINITAS, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 148, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 12 1883. 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. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY'S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK OR CONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. SIGNATURE:' DATE: 2/02/2023 MARTIN TRACEY SIGNATURE: DATE: 2/02/2023 TERESA WOLOWNIK EARTHWORK STEEPEST EXISTING NATURAL SLOPE ON -SITE = 10 H: 1 V MAXIMUM VERTICAL DEPTH OF CUT = 1-FEET MAXIMUM VERTICAL DEPTH OF FILL = 3.5-FEET AVERAGE VERTICAL DEPTH OF CUT = 4-FEET AVERAGE VERTICAL DEPTH OF FILL = 0.3-FEET CUT = 650 C.Y. FILL = 5 C.Y. EXPORT = 645 C.Y. REMEDIAL = 200 C.Y. PUBLIC WORKS PLANNING DIVISION WORK TO BE DONE THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO THE SPECIAL PROVISIONS, AND THE FOLLOWING SPECIFICATIONS OF THESE PLANS AND STANDARD DRAWINGS: STANDARD SPECIFICATIONS 1. "GREENBOOK" STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION (2021 EDITION). 2. CALIFORNIA DEPARTMENT OF TRANSPORTATION, "MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES," (2009 EDITION). 3. STATE OF CALIFORNIA STANDARD SPECIFICATION S-DECEMBER 2018. STANDARD DRAWINGS 1. COUNTY OF SAN DIEGO REGIONAL STANDARD DRAWINGS-DECEMBER 2018. 2. STATE OF CALIFORNIA STANDARD PLANS -MAY 2018. DESCRIPTION STD DWG EXIST. LOT BOUNDARY ...................... EXIST. EDGE OF PAVEMENT ................ EXIST. CONTOURS ........................... EXIST. SPOT ELEVATION ..................... EXIST. SPOT ELEVATION ..................... EXIST. FENCE .................................. EXIST. RETAINING WALL ..................... PROP. P.C.C. DRIVEWAY ..................... LANDSCAPE AREA ............................ PROP. TRENCH DRAIN ........................ PROP. STEM/RETAINING WALL ............. PROP. RETAINING WALL........... SDRSD "C-1" PROP. 4" PVC DRAIN PIPE ................. PROP. 6" PERFORATED PIPE ............... PUMP LINE ..................................... PROP. 6" AREA DRAIN ...................... PROP. BIO-FILTRATION BASIN ............. PROP. SUMP PUMP ........................... IMPERVIOUS AREA SITE IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 5,565 SQFT IMPERVIOUS AREA AFTER CONSTRUCTION: 3,032 SQFT INCREASE IN IMPERVIOUS AREA: z SQFT IMPERVIOUS AREA REPLACED: 0 SQFT OWNER & PERMITTEE: OWNER: MARTIN TRACEY & TERESA WOLOWNIK 206 4TH STREET ENCINITAS, CA 92024 760-613-8999 (C) SITE LOCATION: APN: 258-041-01 206 4TH STREET ENCINITAS, CA 92024 SHEET INDEX SHEET 1 COVER SHEET SHEET 2 GRADING PLAN SHEET 3 SITE SECTIONS SHEET 4 EROSION CONTROL PLAN & NOTES SHEETS 5-8 SHORING WALL PLANS PARKS AND RECREATION Y_ 2/13/23 2-13-2023 Ed 54&# S GJN DATE SIGN DATE SIGN DATE DESIGLED BY: DRAWN BY: CHECKED BY: AAJL DEL ENGINEERING DIVISION APPROVALS (KV) P NS PR ARED UNDER SUPERVISION OF RECOMME D APPROVED: DATE: 2-13-2023 39726 MICHAEL &�� STRIZIC ay T. BANKSTON R.C.E. N0. PRINCIPAL ENGINEER ENGINEER ENGINEER 03-09-2023 03-28-2023 DOUGLAS E. LOGAN EXP. 12-31-23 DATE DATE SYMBOL x 55.65 (53.23) d d a p p p d p 0 VICINITY MAP c c T.B. PG. 1147-136 i NO SCALE ENGINEERING & SURVEYING SINGLE SOURCE DEVELOPMENT CONSULTANT 310 VIA VERA CRUZ, #205 SAN MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax SAN DIEGUITO WATER DISTRICT SIGN �O2/13/2023 i c 1 i BMP PROJECT STATUS f STANDARD PROJECT ENCINITAS FIRE DEPARTMENT StPVmXeUy GaffrV 02AW2022 DATE 1 SIGN CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT GRADING & DRAINAGE PLAN FOR: TRACEY RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE NO. CDP-003828-2020 APN: 258-041-01 l DATE DWG. N0. i l l _DEV-018973-202 c i SHEET 1 OF 8 O nv d -D LiJ _LjO -1-i� E O -D C:) L� J Q �:7� nW N Ln z� I :cO Ln j CD z � n 0 r-z _L_j LLJ ?z -D O 1J r1 R:\Projects\7870 Tracey\7870-GP01.dwg 2//" 3/2023 8: 58 AM ■-W ALLEY IMPROVEMENT NOTE: THE EXISTING ALLEY SHALL BE IMPROVED TO PUBLIC STANDARDS WITH FULL WIDTH ASPHALT PAVING AND A 3 FEET WIDE CONCRETE RIBBON GUTTER DOWN THE CENTER ALONG THE ENTIRE PROPERTY FRONTAGE. THE ALLEY SHALL BE SLOPED TO THE CENTER OF THE GUTTER. A STANDARD PCC ALLEY APRON SHALL BE CONSTRUCTED PER G-17. ;,-(E) WATER VALVES CANARY ISLAND DATE PALM CITY STREET W TREES TO BE/ PROTECTED IN PLACE < 00 (E) 6" ACP WATER MAIN ---- W �- W � A ST EEET o OH m Ii (E) ADA RAMP TO BE UPGRADED. TO BE IN COMPLIANCE W/ CURRENT ADA STANDARD "G-27" PUBLIC IMPROVEMENT DAMAGE TO BE REPAIRED OR REPLACED TO NEAREST JOINTS a 1 OH H ,r a (E) F.H. r T T I Q o �� "' Q a OH I � _ SEE SHEET 3 FOR / Q '`�o � �\ a �- 41 �- I ENTIRE ALLEY & ^ 1 a I CURB RAMP _�'_ 4 „). x comom y INSTALL N0. 2 Q ,y1 ,�� h � ° d BACKING RIP -RAP - - S �`� o _ $ 1 (TYP.), 4 a S A D�--------„ 100.23 � PER D-40 ? 'O �`� h O- - 3` 15' 23 E� � W w 1 y�WyWW W W I 55 . 3 F. S. 0 4 4 4.69 N 0� 54.49�� �_ 52.06 T W W/ W \ �O O 4 I I I o o (E) FENCE TO 7 aQ li 1 O_ �_ �L P_ W W 52 0 T �' 50.5 IE W S2 W Wx O o�� 3:6 / x -`� `L' 54.35 a W W y y S p 52.8 ? ^� ° E REMOVE '� h a a W W w W50.66 IE y W W 52.76 0 G W I. T a °o ° �0 0� � 52.0 T 1 W W W y W �W y xl wX- W S� W W y �O a w ° I °oo ° ����. ° 55.3h �h 4.0 0.78 IEw y w 3 y w 53.Z3 / W W W W FW W W W W (E) I h W W a W y y W W W W W y W y W W W FENCE T W y W ° o h'=---- W W TW 2.�x W Q BE REMOVED 54.0 p �� W W W o ° �-avows IW W � ` W / 55.72 F.S. w W W W g y y 52.0 BW 1 5°' p W W y W W W W W W y w y W W WWW W W W 8 y y W W W W W W W W y W W W W WORK TO BE DONE: 1O REMOVE AND REPLACE EXISTING DRIVEWAY WITH CURB/GUTTER PER S.D.R.S.D. "G-2", & LANDSCAPING. O2 6" SQ. AREA DRAINS. O 4" PVC DRAIN PIPE © 1.0% MIN. O 6" ROUND AREA DRAINS. O5 BIO-FILTRATION BASIN, F.S.=54.5, S.F.=121.28. SEE DETAIL ON SHEET 4. O6 SUMP PUMP PER SPECS, THIS SHEET. O7 RETAINING WALL PER S.D.R.S.D "C-1" O SITE WALL/FENCE PER ARCHITECTURAL PLANS. O PUMP LINE, 2" PVC MIN. 10 SUBDRAIN PER BUILDING PLANS. 11 ADJUST (E) W.M. BOX TO GRADE, UPGRADE TO TRAFFIC RATED BOX IF NECESSARY. 12 PCC DRIVEWAY, 5.5-INCHES OF 2500psi PCC W/ #3 BASE © 15-INCHES 0/C. OVER SUBGRADE COMPACTED TP 90% MIN. BUILDING LEGEND: PROPOSED NEW RESIDENCE BASEMENT AREA _III -III -III _ s4. s 5 .34 ' = = - a 53 y sz 8 � � � � � � � � � �so ° � � � � y -� y _ - � z�,� POTHOLE NOTE: I_I 55 2 Tw 55.130 ��, 7 - - 5 ��� - - E o -G =- ==1I1=1II; 52.4 I 0 Bw �ti' o� o �, �52.6.3 - _ 5. T I_ I I I 5 y I p POTHOLE ALL EXISTING UTILITIES WITHIN THE LOT I- _I I -I - �_ 52. h �. ti °� 53.5 TW 52. � � 20 a _ - 5 10 .28 52.72 TO ENSURE PIPES TO BE ABANDONED TO NOT 55.5 �`N [ -1�I I�� I � 555 ��I�1=1II 3 (TYP.) x w``�� 5- X 3.35 yx R.Y.S.B Q CONFLICT WITH PROPOSED PIPES. ,5°4�99 � �, .� 51:93 �� � � a � � . � ' , .� � , . 52. - 6 y W.I�O�ty4'6 ��w� w� �� ���� � 52.5 � � . � o '� 36" 1 W W �x w�"�' a .. � � W .� W �' �" , W y � o Q I REMOVE (E) DRIVEWAY & 18" 18" I W y I WW 5 W y W y W �a I IIIII IIII -- y WW a W REPLACE W/ SIDEWALK 52- 'IL y 5. WWI W W y x 1.92 w y y ,> -I I 7 x 55.54 .7© 5 52.37 TO) 1 I° �I o 11I x5 W 15f.95 W y y W y 52.454TIE / x y 52.66 w �� Wx o ((51.97 FL) (TYP) I a o 5 - O W 51: 5 42.0 IE IN x� y -III- W �, y O I W W W W W W y W y W W y W W 11 � I I III I I1=� � 5�2.2"7h�,�`.L W �. W W yI �. x5 .22 �,. a 5 42.0 IE (OUT -f- d. W1� W W W ��� 5 .5 I I� -I W W W W 55.0 TG �. W �� ��x I X W W z � � 1 32 x PROPOSED BASEMENT ca _CWW 5276 ou STEM/RETAINING WALLS W II I WWy1010 55.39 r _Q 5555452.33---55._ �0� W W a I I � �I z a CLASS2 AGGREGATE GREGATE a z" a x MAIN RESIDENCE k..53 PAVEMENT, BASE AND BASE COMPACTED PER x PAD-52.0 SOILS REPORT SUBGRADE PERa 55.65 STRUCTURAL SECTIONb) .2p' FF=52.5052.44 NOTES:a BASEMENT=43.0 10 I 4 I 1. CONCRETE SHALL BE CLASS 532-CFW-3500. a (E) FENCE TO a� I ° 2. EXPOSED EDGES SHALL HAVE A 1/2" TOOLED RADIUS. a / a 3. SUBGRADE SOILS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. BE=EMOVED aI / � � � , � ° I / PROPOSED GARAGE I a I I I �\& 4. INSTALL CRACK CONTROL JOINTS AT 12 MAX SPACING. I A ° I 2 �` / / ® - - - - _ - - I �0� F�1 5. INSTALL EXPANSION JOINTS AT 24' MAX. SPACING. a a - 5 , a 1% I a _x - - / a I 52.2 CONCRETE RIBBON GUTTER DETAIL � a 12 a � � ---- x / :I I I �� G1 / ° NOT -TO -SCALE I I { ki y ° a I 55.55 // I 52.75I a qT F\' I° I 52�L ° a a 8 W I /�� 51 R/W a x TRENCH DRAIN ° a / / :I . � ° a a / � I 10 ° W I � 20 PORTION OF' (E) FENCE 5�' ° I / I CONCRETE I Q TO BE . EMOVED D i24, / / ° PAV RS / Q ° a � a / --- � -`� I --/ -- - - a a - I� I .5 a a 51.75 a 25. a INSTALL SMALL In a ° < � _ ANY PORTION OF (E) SIDEWALK INSTALL 4" AC OVER h CURB PER G-1 � � �, x a _�--- a a :l as a ni `v a ° a ° I OR ANY OTHER PUBLIC I 5% 1 % (MIN) h N ° ° -� �- 6" CL. II BASE MIN -� IMPROVEMENTS DAMAGED DURING MAX. MIN. (E) 6" ACP I ° a ° a - �now 50.2 IE CONSTRUCTION SHALL BE WATER MAIN I y W W a �° a REPLACED TO NEAREST JOINT. TYP. ° x �! ° a O 4 (TYP.) INSTALL 3' WIDE 6" THICK 2 ) y ° a a c/' - -'< <ci I FD. REBAR IS 4391" INSTALL 4 AC OVER a 01 w �G 525 ° a 21' O o� R 6" CL. II BASE (MIN) �E 6" ACP 3,250 PSI OVER 6" CLASS II Ia. W5257 \E W �' yW W 1.67� ��� C) N83` 15' 23 E 100 I ��'� I I (P) AREA DRAIN WATER MAIN BASE PCC RIBBON GUTTER < (57 51 ' � y G w y °� � g c 1 32) W W y W 525 W °-- -w 3 TYP. �00 (E) FENCE TO I I TYPICAL SECTION: ALLEY SECTION \E ( ) �L BE RELOCATED GROUND © 52.5 a �a .� S 8 �' y y �Gj1•� �' ��h�0' I EXISTING BUILDING I (51.32) NOT -TO -SCALE I O APN• 258 041 02 I I 52.5 TG cp o '�1------51.35 BC (E) SWR. LATERAL FOR NEW RESIDENCE FD. 3 4 (E) 6" VC SEWER OPEN PIP e I EXISTING BUILDING ------ \N------------ W---------------- CANARY ISLAND DATE PALM CITY STREET TREES TO BE PROTECTED IN PLACE -ANY PORTION OF (E) SIDEWALK OR ANY OTHER PUBLIC IMPROVEMENTS DAMAGED DURING v� CONSTRUCTION SHALL BE c�� REPLACED TO NEAREST JOINT. i OH \T OH T OH � \ TRAN ITION PER MAIN PER DWG. N0. E-3 CITY ENGINEER OUTLET ONTO ALLEY, SEE DETAIL THIS SHEET , P I , I -I T- (� �- W • BMP NOTE: BMP's ARE TO BE PRIVATELY MAINTAINED AND THE FACILITIES NOT MODIFIED OR REMOVED WITHOUT A PERMIT FROM THE CITY. ALTHOUGH THE PLANS INDICATE A PROPOSED REDUCTION IN IMPERVIOUS AREAS, STORMWATER TREATMENT BMP's SHALL BE PROVIDED SIZED AT 4% OF THE REPLACED IMPERVIOUS SURFACE AREA. DRAINAGE NOTES: 1. ROUTE SITE DRAINAGE TO THE SUMP PUMP. 2. PUMP INTO BIO-FILTRATION BASIN. 3. ROUTE FROM BIO-FILTRATION INTO ALLEY. NO WORK WITHIN CITY RIGHT-OF-WAY TO BE DONE UNDER THIS PERMIT. DURING CONSTRUCTION, CITY TREES SHALL BE PROTECTED IN PLACE TO KEEP THE FOLIAGE CROWN, BRANCH STRUCTURE AND TRUNK CLEAR FROM DIRECT CONTACT AND DAMAGE BY EQUIPMENT, MATERIALS, OR DISTURBANCE. PRIOR TO ISSUANCE OF THE RIGHT-OF-WAY PERMIT, THE APPLICANT SHALL SUBMIT AN ARBORIST REPORT AND TREE PROTECTION PLAN (TPP) TO THE SATISFACTION OF THE CITY. THE TREE PROTECTION ZONE (TPZ) SHALL BE IDENTIFIED FOR EACH TREE AND SHOWN ON ALL APPLICABLE PLANS. I ALLEY (P) DRAIN PIPE I - DRAIN PIPE OU LET TO ALLEY DETAIL ` NOT -TO -SCALE 5 2.5 0 5 10 f QRpFESS/ON 9 E. 40c� F� ao 9z � Z c� m C 39726 r sT ctvi �P qTF OF CA��F��� SCALE IN FEET N SCALE: 1" = 5' c CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: 77 ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. AJL I AJL I DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025 LOCATION INTERSECTION LLMONUMENT EL PORTAL STREET AND LA MESA AVE. RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 60.601' DATUM: NAVD88 DOUGLAS E. LOGAN DATE PRINCIPAL ENGINEER DATE INT. DATE P NS PR ARED UNDER SUPERVISION OF DATE: 2-13-2023 R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12-31-23 RECOMME D APPROVED: T. BANKSTON MICHAEL STRIZIC ay PRINCIPAL ENGINEER ENGINEER 03-09-2023 03-28-2023 DATE DATE GRADING & DRAINAGE PLAN FOR: TRACEY RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE N0. CDP-003828-2020 APN: 258-041-01 ` LDEV-018973-202 PUBLIC WORKS PLANNING REVIEWER INSPECTOR SHEET 2 OF 8 O nv (n Li � U Q' �ca) _Lj� _Lj� O �C:) -Lj� J Q nW � N Ln L I O Ln j CD �c-0 n O �z _Lj LJ ?z O 1J R: \Projccts\,7870 T­accy\7870 GP02.dwg 2//' 3/2023 8: 57 AM / W -W / 3: I // N 5 2.5 0 5 SCALE IN FEET SCALE: 1" = 5' 0 w O W 0 / / i 5� MAX. / CONCRETE ALLEY APRON PER G-17 \N — (SS a a ----- -- OH - — TRUNCATED DOME I ° 55 ROP. GROUND _ d ° d I INSTALL RAMP SECTION DWY / PER SDRSD G-14D ALLEY MONOLITHIC CURB — _--------- -- - I a d. 55.73 F. S. S6 o 5 l F 3 E GROUND 1 4 ° O o o Q d d S 1 () ° 0 01 I 10 . 55.72 F. S. o 45 d °d (E) BLDG. RAISED FOUNDATION TO BE DEMO'D PROP. RESIDENCE PAD=52.0 FF=52.5 _ __III —III —III —III —II PROP. BASEMENT © 43.0 -III III —III —III 55.5 IIIII III 40 IIIIIIII,II"� WWJ. W W yW. �W J. 54 61 SITE SECTION A III —I I- x SCALE. H & V. 1 = 5 cn °�- CONCRETE APRON PER W 55 7 SDRSD G-17 xWW W y X 52.27y J' J � J, ,W 52.27 W48W W W J' W W IW W W W W W y "A" STREET--"" TREET (E) GROUND a 52.4 I 52.44 a— — — — — — — — — aQ----- SEE ALLEY SECTION DETAIL THIS SHEET a a 50 a a PCC RIBBON GUTTER PER DETAIL THIS SHEET a a a / TRANSITION AS NECESSAR1 TO SATISFACTION OF THE / CITY ENGINE R i R /W I 20' I PROP. RET. WALL I PER SDRSD "C-1" 8.5' 3' 8.5' j 1 I INSTALL 4" AC OVER 5 %j MAX. % 6" CL. II BASE (MIN) MIN. INSTALL 4" AC OVER INSTALL 3' WIDE 6" THICK, 6" CL. II BASE (MIN) �E 6" ACID ( ) 3,250 PSI OVER 6" CLASS II BASE PCC RIBBON GUTTER WATER MAIN TYPICAL SECTION: ALLEY SECTION to] I=16=0YW-A\II PROP. BIO FILTRATION, SEE DETAIL ON SHEET 4 PROPOSED DRIVEWAY I PROP. RET. WALL PER SDRSD "C-1" SITE SECTION B SCALE: H & V: 1 " = 5' 36" P) GROUND P CURB PER "G-1" GROUND (P) SITE WALL PER ARCHITECTURAL PLANS R I (P) CURB & UTTER PER-55 " G-2" — — — — — — 4TH STREET 50 PROP. GROUND) I APN: 258-041-02 55 E) GROUND 50 45 ■ m 1 18" 18" 1" (TYP) f— a - d d o a z l CLASS 2 AGGREGATE BASE COMPACTED PER PAVEMENT, BASE AND SUBGRADE PER NOTES: SOILS REPORT _ STRUCTURAL SECTION � 1. CONCRETE SHALL BE CLASS 532-CFW-3500. 2. EXPOSED EDGES SHALL HAVE A 1 /2" TOOLED RADIUS. 3. SUBGRADE SOILS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. f 4. INSTALL CRACK CONTROL JOINTS AT 12' MAX SPACING. 5. INSTALL EXPANSION JOINTS AT 24' MAX. SPACING. c CONCRETE RIBBON GUTTER DETAIL oQRoFESS/ON9` NOT -TO -SCALE `� JG�pS E. 40 _ Z C 39726 r sT aivi\- �P qTF OF CA0F��� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS —BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS — DEVELOPMENT SERVICES DEPARTMENT DWG. NO. AJL AJL DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025 LOCATION INTERSECTION LLMONUMENT EL PORTAL STREET AND LA MESA AVE. RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 60.601DATUM: NAVD88 DOUGLAS E. LOGAN DATE PRINCIPAL ENGINEER DATE INT. DATE P NS PR ARED UNDER SUPERVISION OF DATE: 2-13-2023 R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12-31-23 RECOMME D APPROVED: T. BANKSTON MICHAEL STRIZIC ay PRINCIPAL ENGINEER ENGINEER 03-09-2023 03-28-2023 DATE DATE SITE SECTIONS FOR: TRACEY RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE NO. CDP-003828-2020 APN: 258-041-01 LDEV-018973-202 PUBLIC WORKS PLANNING REVIEWER INSPECTOR SHEET 3 OF 8 O nv (n � W � U -LJU LJ � O 1J Q nW N Ln L I �O Ln j CD 7 � n O �z -LJ L.J ?z -D O 71_ = 1J Q— R: \Projccts\,7870 - Tracey\7870-GP03.dwg 2/13/2023 8: 56 AM STORMWATER POLLUTION CONTROL BMP NOTES SAN DIEGUITO WATER DISTRICT NOTES RELATIVE TO CONSTRUCTION ACTIVITIES 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING CONCRETE WASHOUT TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA COMMITTEE (WASC). • TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON—EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE CONSTRUCTION SITE ACCESS LIMITS OF THIS PROJECT. • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER CONSTRUCTION VEHICLES MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. • A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF —SITE. ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) EROSION CONTROL WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET • EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIESDO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT AT THE OWNER'S EXPENSE. SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 5. UTILITIES TO MAINTAIN MINIMUM 5—FOOT SEPARATION WHEN PARALLELING WATER • NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER. SERVICES. • DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION 6. MINIMUM HORIZONTAL SEPARATION OF 10—FEET REQUIRED BETWEEN FIRE HYDRANTS SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND AND SAN DIEGO GAS AND ELECTRIC VAULTS. TEMPORARY EROSION CONTROL MEASURES. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER • REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND SERVING. COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION. 8 CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO —LEAD BRASS • TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL PLANTING FAST—GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. MATERIALS TO BE NO —LEAD BRASS PARTS. • PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING 9• ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE ACTIVITIES ARE COMPLETE. PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. • WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON -SITE CONSTRUCTION MATERIAL STORAGE • STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON —SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON —SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING � CONTRACTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL DEEP ROOTED, DENSE, DROUGHT • TOLERANT PLANTING SUITABLE 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 r�'1' pFR FOR WELL DRAINED SOIL PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT <q STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. \/ \` N 6 DRAIN LANDSCAPE ANDSCAPL PLANS WASTE MANAGEMENT RETAINING WALL �� 5? F • CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED PER SDRSD "C-1" j\\\ \ 6 F.S. 54.5 FOB 2 CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. 18" MIN. ENGINEERED SOIL �2—Y OF 3/8" NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORM WATER. BERMS DIKES *SEE NOTE BELOW III —III —III —III —III— —III —III—III—III—III—III—III \GRAVEL • / \ =1 I —III —III —III —I III —III —III —III —III —III —I \\/ R VEL y,\ Y,\ SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. �� III— — III —III —III —III a-III ��2-3" COVER/DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN\ \ III —III —III —III —III —III— I —III —III —III —III— \\j OVER PIPE \\/� CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES MIN. WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ** SEE NOTE ANY TRASH MATERIAL. BELOW ° 3/4'/ CRUSHED • MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER —BASED PAINTS, VEHICLE j 7s / ���i CROCK FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE \ \ \ \ \\\\\ \\\ \\\\\\\\ \\\\ \ \ \ RECYCLED. NON —RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR ,i�/�,��j��� DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS TIE 6 PERF TIE 4" PVC DRAIN PIPE 6" PERFORATED MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR PIPE INTO 4" PVC DRAIN PIPE TO DRAINAGE SYSTEM PVC PIPE INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. IMPERVIOUS LINER & OUTLET TO ALLEY • POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING B I O PLANTER DETAIL RECEPTACLES AROUND THE SITE. • PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. NOT TO SCALE CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES. *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL • ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND CONTAIN 65% SAND, 15% COMPOST OR HARDWOOD MULCH, AND 20% TOPSOIL, STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF HAVE TRAVELED AWAY FROM CONSTRUCTION SITE NOXIOUS WEEDS. • FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS **3/4" CRUSHED ROCK LAYER SHALL BE A MINIMUM OF 12" BUT MAY BE PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL. THE EFFECTIVE AREA OF THE BASIN SHALL BE LEVEL AND SHALL BE SIZED BASED ON CALCULATION. TYPICALLY, THE SURFACE AREA OF THE BIORETENTION BASIN IS 4% OF THE IMPERVIOUS AREA DRAINING TO IT. / / j / W W ° o A STEEET H h/ _ OH / _ m O H r _ --- \ 4 a .��mOH m m m-� d d S • d .. a. m m m _— d —44 m — SILT FENCE a , ° d ° L�... ., .a ° °.�' —----- - 0.23 f, :d• " 23E 9- I I 1 I - --- ----- ad oa -- - I ET PRdECTI0N, °4...°° o° ° d a ------- ILT FENC d — as — — I 1 d SI T • F NCE Willi ii I . ni-i rill I O III 0 .g I rrn Lo I Lo Id z I STABILIZED CONSTRUCTION ENTRANCE I °A a' Q0 I� I W 0� po �h ,� a a ��l GRAVEL BAG CHECK NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NOT TO SCALE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. I111, I I, I I I ITi I I i ITi- 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 17 L�A(iPI('I r� EDAM (TYP.) a , � E 100.21> - NBY 15 23 SILT FENCE ..p a111,, 4— I II II I I I I LEGEND PROPERTY BOUNDARY CONSTRUCTION ENTRANCE 110 5 0 _ 10 20 GRAVEL BAGS SCALE IN FEET SILT FENCE SCALE: 1 " = 10' 20'MIN. PUBLIC RIGHT—OF—WAY _n C 7�0 rn M 8„ MIN. -1 I I—III—III=1 I I —I PROFILE c EXISTING 1-1/2" PUBLIC GROUND CRUSHED RIGHT—OF—WAY c ROCK 20'MIN. I_I II II �° °er° �°°00-4 IN (10 CM) 0� o p0 �0o OR i ° ° o ° 4. BACKFILL AND COMPACT THE PLAN PROVIDE APPROPRIATE TRANSITION ` EXCAVATED SOIL. BETWEEN STABILIZED CONSTRUCTION c ENTRANCE AND PUBLIC RIGHT—OF—WAY FILTER FABRIC STABILIZED CONSTRUCTION ENTRANCE III —III —III WIRE NOT TO SCALE I' I ,� III=III III=III I -III -III -I I � �iII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIII�IIIIIII- i SILT FENCE DETAIL ` NOT TO SCALE ` QRpFESS��� q O ` F� _ Z cm C 39726 � sT CIVIL �P qTF OF c p_ 0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. AJL AJL DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025 LOCATION IN A WELL ENC-25 LLA OOFMEL DOUGLAS E. LOGAN DATE PRINCIPAL ENGINEER DATE INT. DATE P NS PR ARED UNDER SUPERVISION OF DATE: 2-13-20234JJAF R.C.E. N0. 39726 ENGINEER DOUGLAS E. LOGAN EXP. 12-31-23 RECOMME D APPROVED: T. BANKSTON MICHAEL STRIZIC ay PRINCIPAL ENGINEER ENGINEER 03-09-2023 03-28-2023 DATE DATE EROSION CONTROL PLAN FOR: TRACEY RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE N0. CDP-003828-2020 APN: 258-041-01 ` LDEV-018973-202 PUBLIC WORKS INTERSECTION PORTAL STR ET ANDED MESA AVE. RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 60.601' DATUM: NAVD88 PLANNING REVIEWER INSPECTOR SHEET 4 OF 8 1J O n� Cn LLI n, -LJO _Lj =:) �0 -Li _j _jQ nW N L I �o i� Liz LJ j O n o �z _Lj W ?z 7 O LJ CL RAProjects\7870 — Tracey\7870—GP04.dwg 2/13/2023 8: 53 AM TEMPORARY SHORING GENERAL NOTES GENERAL 1. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK. THE DETAILS USED SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. PROVIDED THAT PRIOR APPROVAL IS OBTAINED FROM THE ENGINEER. 2. THE DESIGN IS BASED ON THE 2016 CALIFORNIA BUILDING CODE AND THE STATE OF CALIFORNIA TRENCHING & SHORING MANUAL, JANUARY 2011, PAGES 10-1 TO 10-42 CALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET BACK A MINIMUM OF "H" FEET (WHERE "H" EQUALS THE HEIGHT OF THE RETAINED EARTH) FROM THE BACK OF LAGGING. 3. TEMPORARY SHORING ARE CONSTRUCTED AS PART OF THE MEANS AND METHOD OF CONSTRUCTION FOR THE PROPOSED BUILDING AND NOT A PERMANENT STRUCTURAL ELEMENT OF THE BUILDING. IT IS GENERALLY UNDERSTOOD THAT THE BUILDING FOUNDATION AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SUPPORT RETAINED EARTH AND SURCHARGE LOADS IN ADDITION TO ALL OTHER APPLICABLE BUILDING LOADS PRESCRIBED BY THE BUILDING CODE. THE TEMPORARY SHORING SHALL NOT BE RELIED ON PAST 12 MONTHS OF INSTALLATION OF THE SOLDIER BEAMS AND OR 8 MONTHS AFTER SITE HAS BEEN EXCAVATED BAST 70% OF DESIGN DEPTH. 4. CONTRACTOR SHALL COMPLY WITH ALL CAL -OSHA REQUIREMENTS SOILS CRITERIA SMS GEOTECHNICAL SOLUTIONS REPORT BY: 5931 SEA LION PLACE, SUITE 109 CARLSBAD CALIFORNIA 92010 JOB NO.: GI-21-05-123 REPORT DATE: JUNE 03, 2021 DESIGN PARAMETERS: REFER TO THE CANTILEVER SOIL PRESSURE DIAGRAM BELOW FOR SOLIDER PILE WALL LOADING INFORMATION. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A992 2. MATERIALS AND WORKMANSHIP SHALL COMPLY WITH AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." CONCRETE 1. CONCRETE WORK SHALL CONFORM TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN THESE DRAWINGS AND SPECIFICATIONS. 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR ALL CONCRETE WORK OF f'c 3000 PSI OR GREATER (NOT REQUIRED FOR LEAN CONCRETE). 3. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SLUMP SHOWN IS THE MAXIMUM (INCHES). ITEM OF CONSTRUCTION STRENGTH AGGREGATE SLUMP A. CAISSON 2,000 PSI 3/8" 6" TIMBER 1. ALL LUMBER SHALL BE ROUGH -SAWN DOUGLAS FIR/LARCH (NORTH) OR HEM -FIR PRESSURE TREATED, NO.1 OR BETTER. CONSTRUCTION PROCEDURES 1. SOLDIER BEAM CONSTRUCTION: 1.1 LAY -OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE DRAWINGS. 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. 1.3 PLACE A MINIMUM OF 2,000 PSI CONCRETE FROM THE BOTTOM OF THE HOLE TO THE BOTTOM OF THE PROPOSED EXCAVATION. 1.3A"STIR N STUFF" METHODS MAY BE USED IN PLACE OF THE 2000 PSI CONCRETE TOE. RAW SACKS OF CEMENT (MIN. 3 SACK MIX) SHALL BE BLENDED WITH SOIL AND WATER WITHIN THE HOLE TO CREATE A CONCRETE SLURRY IN THE TOE SECTION. 1.4 PLACE LEAN CONCRETE (1.5 SACK MIX) FROM THE BOTTOM OF THE PROPOSED EXCAVATION TO EXISTING GRADE. 2. LAGGING PLACEMENT: 2.1 INSTALL LAGGING AND BACKFILL IN 5' MAXIMUM INCREMENTS. 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE COMPLETELY INSTALLED INSURING BEARING BETWEEN THE CUT SOIL & WOOD LAGGING, BY COMPACTING SAND, GRAVEL, COMPACTED SOIL, SLURRY OR GROUT BEHIND THE LAGGING AS PER INDUSTRY STANDARDS. AT NOT TIME SHALL CUTS EXCEEDING 5'-0" BE ALLOWED TO REMAIN UN -SHORED. 2.3 GAPS BETWEEN LAGGING SHALL NOT EXCEED 1" MAXIMUM. IF GAPS EXCEED 1" MAXIMUM, PACK GAPS WITH NON -SHRINK GROUT. 3. EXCAVATION MONITORING: 3.1 SHORING CONTRACTOR SHALL PROVIDE VISUAL DAILY MONITORING DURING SHORING INSTALLATION. 3.2 OWNER/GENERAL CONTRACTOR SHALL PROVIDE INSTRUMENTAL MONITORING OR SHALL ASSUME ALL LIABILITY FOR SHORING PERFORMANCE. 3.2A THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO EXCAVATION AND THAT THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED ON A WEEKLY BASIS UNTIL THE PERMANENT RETAINING WALL (PER OTHERS) IS BACKFILLED TO THE DESIGN GRADE. THE SURVEYED SOLDIER BEAM DATA POINTS SHOULD BE LOCATED AT APPROXIMATELY 40 FEET ON -CENTER. INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS 1 /2". 3.213 PRIOR TO DRILLING ACTIVITY, THE GENERAL CONTRACTOR/OWNER SHALL COMPLETE LOGS OF EXISTING IMPROVEMENTS THAT OCCUR WITHIN 50' OF THE SHORING SYSTEM AND A LICENSED SURVEYOR SHALL DOCUMENT ALL EXISTING CRACKS. 3.2C SURVEY MONUMENTS SHALL BE ESTABLISHED ON ADJACENT IMPROVEMENTS THAT EXIST WITHIN A HORIZONTAL DISTANCE (MEASURED FROM THE FACE OF LAGGING) EQUAL TO THAT OF THE RETAINED EARTH HEIGHT. THESE MONUMENTS SHALL BE MONITORED FOR BOTH VERTICAL AND HORIZONTAL MOVEMENT. SHORING ENGINEER SHALL BE NOTIFIED IF MOVEMENT EXCEEDING 1 /2" OCCURS. SHEET INDEX SHEET 5 - TEMPORARY SHORING GENERAL NOTES AND DETAILS SHEET 6 - TEMPORARY SHORING OVERALL PLAN VIEW SHEET 7 - TEMPORARY SHORING ELEVATION - NORTH WALL SHEET 8 - TEMPORARY SHORING ELEVATION - SOUTH WALL in- m 7 w z w 7 0 w m 12 w VARIES, SEE ELEVATION SOIL RETAINED, TYP. DRILLED SHAFT, DIAMETER PER SCHEDULE. _ (BACKFILL WITH CONCRETE OR LEAN CONCRETE, PER DETAILS), TYP. a a , BACKFILL ALL VOIDS BEHIND LAGGING - a PRIOR TO START OF NEXT 5-0" TEMPORARY RAILING BY OTHERS _ ° ° EXCAVATION STAGE, SEE GENERAL AROUND THE ENTIRE EXCAVATION, IN a X' NOTES FOR ACCEPTABLE BACKFILL COMPLIANCE WITH OSHA STANDARDS FINISH GRADE MATERIAL, (SLURRY BACKFILL BY OTHERS OR WALKWAY ° a a REQUIRED BEHIND LAGGING FOR SOLDIER BEAMS 3-121,YP. EXISTING e IL4 TOP OF WALL T.O.W. TIMBER LAGGING, TYP. PER ELEVATIONS BEARING SOLDIER PILE PER MIN SCHEDULE III 2 SOLDIER PILE PLAN DETAIL 2 SCALE: N.T.S. SH1.0 BEAM CALLOUT BEAM SIZE CAISSON Dia. (ft.) CUT HEIGHT (ft.) EMBEDMENT LENGTH (ft.) TOTAL LENGTH (ft.) 1 W21 x44 2.5 10.0 16.0 26.0 2 W21 x62 2.5 12.5 20.0 32.5 3 W21 x68 2.5 12.5 19.0 31.5 4 W21 x68 2.5 12.5 19.0 31.5 5-8 W21 x73 2.5 12.5 19.0 31.5 9 W18x35 2.5 8.0 13.0 21.0 10 W16x26 2.5 6.0 10.0 16.0 11 W16x31 2.5 7.0 12.0 19.0 12 W18x35 2.5 10.0 17.0 27.0 13-14 W21 x57 2.5 12.5 19.5 32.0 15 W18x35 2.5 10.0 17.0 27.0 16 W16x31 2.5 7.0 12.0 19.0 EXCAVATION SIDE T.O. EXCAVATION SEE PLAN 3 BEAM SCHEDULE RETAINED SIDE 0 I +I SOIL SURCHARGE LOAD=3OPSF SOLDIER BEAM FOR BEAMS 2 to 9 PER SCHEDULE SOIL SURCHARGE LOAD=125PSF FOR BEAMS 1 AND 10 to 16 B.O. EXCAVATION SEE PLAN L IAA' l �� No. 363 =Q _ * EXP. 6/30 4 *; RUCV�`� 2500 PSF ACTIVE PRESSURE=35 PCF PASSIVE PRESSURE=250 PSF/FT ACTING OVER 2-TIMES PILE DIAMETER 1 STORY 2 VERTICAL VE LOAD=.6 K/FT , f5'-O" L( EXTERNAL SOIL SURCHARGE =.5 (.6 K/FT)= .3 K/FT FOR BEAMS 4 to 9 CANTILEVER WALL PRESSURE DIAGRAM EXTERNAL SOIL SURCHARGE =.5 (2 K/FT)= 1 FOR BEAMS 2 AND TYP. CANTILEVER SECTION SCALE: N.T.S. :►`l:[•]:112Im11aaI11401[Sri go] :0r1a102r_lI BEAM 1 to 2: A = 5/8" BEAM 3 to 9: A = 1 /2" BEAM 10: = 1 /2" BEAM 11 to 16: = 5/8" CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. N0. AJL AJL DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINJATHE LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7 INT. DATE PLANS PREPARED UNDER SUPERVISION OF r 2-13-2023 DATE: *� _ S.E. N0. 4363 ENGINEER HAMID LIAGHAT EXP. 6/30/2024 RE OM E D APPROVED: MICHAEL STRIZIC L T. BANKSTONRECORD PdP�3ENGINEER Y I ERELEVATION: DATE DATE SHORING WALL PLANS FOR: TRACEY RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE N0: CDP-003828-2020 APN: 258-041-01 LDEV-018973-2022 PUBLIC WORKS INTERSECTION OF EL PORTAL STREET AND LA HAMID LIAGHAT DATE PLANNING FROM: CITY OF ENCINITAS SURVEY CONTROL NE 60.601' DATUM: NAVD88PRINCIPAL REVIEWER ENGINEER DATE INSPECTOR SHEET 5 OF 8 O nv (n LLJ r0 -LJ O O 7' J Q nLJ D LO N L L) rr� 1 CD r Ln \\NDASERVER\Share Folder\JAVED\PROJECTS\PROPOSAL\HAMID USA\2-Tracey 1/31/2023 3:48 PM Residence\ISSUED\2023-02-13\SHEET-5-. dwg 0 0 0 0 0 0 a 0 0 n - Al Al Al Al Al ' zn Al E nOWNG T ` 41 a Q g I T a- ----- a a ------ - -- I , I ---- ----- _--------- zi Q� if 54.49 -0---'� ----- - W ■• W y n W W I \\ y W, W I W W y y W g Q Q Q --__ I 54.69 -- ■ y w W W I \ x_---------- a W y 1---------- ---�,--- - y,�� �.� y �� -�y �■�' ,���. y-�-W- ---�,-- �. a �4. 54.-35■ry W -y- W -W- ---,� � -r W �y W �, y.�y _ y I \W 2W.7yw �6 -�yIly WWW W 5W 2yW �.W . 8uJ --- --W a W a - _ .�---- 5*2 55. g\ % �7 i x _ _ _ - - - � ■ ■ — _ W �� W �� W y W y .� W W �' .. �, .� W �. 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III W W W W y yW W W W ____ W_ W y y \ \ y W, a ' � W W � W W y � w II1111■WWW W�5456 y 9�yyWWy _—Ww W�WWW Q WWW y'�y-__WW y WWI ■ W y W y W ___ gg. d W y W W W —III ■ W W- 111=1 ------ W W y 1I I 111=1 ■ y W W W W y 55:11 W W W y 92 � 54 - y W — =11 ■ W y W 55. 7 1111�1 I i I■ W y 1 55,.17W W y W W W x 51.95 y W y � W� W W � III=1 I=1 I I■ W W W� W� W W w Wh,51 � ICI I � I —I ■ W 5�2.2°7� W W y y W W W x 5 2� W W y y w W W W yslow 5-2' 1 "PON I a 11_ I11111 ■ W WWW W W WW W �� -- --- °i --�'I ^� \D/ Z -W y__W�WW W yWW �I =1 ■ 52.27 w I yi��J W W W II II111 II1111 W 52-76 .48 IIIII11111■WyWWWW W �WW W IWW W W 5I— W � W � Q \ r ■■ ■ y W W W W y I W __ x _ 55.39 yWW W W W W W a W 55.38 W -- Q Q 52.53 r cra WQ 52.42 55.65 ---- 52.�4 x a I a J y y W \ I I °42, wowJ U U W a a x� U ° \ I a I LJ 6/ °it a a' a ° ° ° ' 51.7 8 ------------------------ ID ------- - ----- �z -- U 41. x-- -- -- _ - U 52.2 ' wow° n Q- 0 MONO MONO W \ 52 26 ° 00slow a ° a ° ° 1�woo a a woms a 2 wooMONO W� a 4 ° ° a75 - -- I :. ---- _ _ Islas 0 ° a a ' a 9 --_M x J E D RWING NO. a W W W y w W a = ���y X W WWWWWWW WWy W WWyWyWWWWy-W =y Wyy y W�-W-WWy Ww WWa y ° ° y -- � SNOW 52.01 51.67 a 4 Noma woo MONO wow --�� I I wow I soma M AS o N RY W X-- XT ENT O AWIN G I RING WALL F G 'I I RET L �RSTRUCT�RA ` I PER I I I I I i I I I i TEMPORARY SHORTNG PLAN I I 1� 0 ° � L IA Nil " No. 363 EXP. 6/30 4 9T� DUCT T as T Al 41 Al T T CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: I CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. J AJL AJL I DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID # 1025 LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7322 AT THE TNT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2-13-2023 -} S.E. NO. 4363 ENGINEER HAMID LIAGHAT EXP. 6/30/2024 RE OM E D APPROVED: MICHAEL STRIZIC L T. BANKSTON PNf�IP�3ENGINEER FFNN INNFFER 3-28=2�23 DATE DATE SHORING WALL PLANS FOR: T RAC E Y RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE N0: CDP-003828-2020 AP N : 258- 041- 01 I LDEV-018973-2022 PUBLIC WORKS INTERSECTION OF EL PORTAL STREET AND LA MESA AVE. HAMID LIAGHAT DATE PLANNING RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 60.601' DATUM: NAVD88 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 6 OF 8 r O � U no cn LEI rCD _LJ ::::) _LJO J W n� D� Ln Z� ?o r� Ln o Q0 no �z _J LW ?z 7 O \\NDASERVER\Share Folder\JAVED\PROJECTS\PROPOSAL\HAMID USA\2-Tracey 1 /31 /2023 3:48 PM Residence\ISSUED\2023-02-13\SHEET-6N8.dwg TOP OF - GRADE EL. 52' 0" PER CIVIL. 5 SPACES @ 8' 0" o.c. ± 40'-0" 11 12 13 14 15 16 TEMPORARY SHORING ELEVATION b ■III= 1-1-1=1=1-1-1-1-1-1-1 I— — l c w W W W W W W W W W W a ° ■=1 I I=1 I I-1 I I-1 I I-1 I I-1 I-1 I-11= =1 I I� W W w w W W W W W W W W W W■ a ° ■—I U lil=lil-lil-lil-lil-lil-lil=lil-lil=lil l rill ■ W W W W W W W W W W 3 W w w w W 1 W4W W a �I Illlilll Illilll li �_■_ _■_ _■— —�W W W W W W W W ■III�IIIIIIIIIII■ ■ WWWWWW�W�W� W W W w.... W..y... a 'J - _ - - - - - - - W W ■ W W J. W W W - dW Q am—ul ■ _ maIIIIIIIIIII■ W WWWW �W WWWWW WWWWWW W \\ W WWw W °a:IIIIIIIIIIIIIII■W�WWWWW�WWWWWWWW��WWW� WWWWWW�W���W WW\WWW\� o° a ■IIIIIIIIIIIIIII■W WWW�....W WWWWWWWWWWW W; w W WWs� a IIIIIII IIIIIIII■WWWWW W WW W W W�-- � IIIIIII �U■ / ■II=III III ■ WWWWW WWWWWW���� W U--� a 'a ■ ° TEMPORARY SHORING PLAN ESSIp'', 1� L IA �'9l " No. 363 EXP. 6/30 4 9� CTU����~� cALI� 3"x 1 2" WOOD LAGGING TYPICAL SOLE PER TYP. 1 AGING NOTE ADJACENT SAGGING NOT SHOWN FOR CLARITY SCOPE SAGGING DETAIL -BOTTOM SCALE: N.T.S. NORTH WAIL ■ W W W W W W W W W W W... W.. W W W. W. W W W W W W w w q w .i, .� � w w ■WWWWWWWWW � �WWw WWWWWi.aW�WWWWW�WWW l�\ WWWWW W�WWW/W\w� W W � � ■� W \W /� \ WSW\W. . . Wi W xxz\ NORTH WALL CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. AJL AJL DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINJATHE LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7 INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2-13-2023 +`206 S.E. NO. 4363 ENGINEER HAMID LIAGHAT EXP. 6/30/2024 RE OM E D APPROVED: MICHAEL STRIZIC L T. BANKSTONRECORD PfIP3ENGINEER9ERELEVATION: DATE DATE SHORING WALL PLANS FOR: TRACEY RESIDENCE 4TH STREET., ENCINITAS, CA 92024 CASE N0: CDP-003828-2020 APN: 258-041-01 LDEV-018973-2022PLANNING PUBLIC WORKS INTERSECTION OF EL PORTAL STREET AND LA HAMID LIAGHAT DATE FROM: CITY OF ENCINITAS SURVEY CONTROL NET 60.601' DATUM: NAVD88PRINCIPAL REVIEWER ENGINEER DATE INSPECTOR SHEET 7 OF 8 0 r O � U no cn LLJ �(aj r0 LJ � O �0 3 it Q J W n D Ln Z� I ?o Ln O Q0 n0 rz _Lj LEI ?z 70 LJ a_ \\NDASERVER\Share Folder\JAVED\PROJECTS\PROPOSAL\HAMID USA\2—Tracey 1 /31 /2023 3:48 PM Residence\ISSUED\2023-02-13\SHEET—6N8.dwg TOP OF GRADE EL. 52'-0" PER CIVIL. EL. 39'-6„ 9 SPACES @ 8'-0" o.c. = ± 72'-0" 3 "x 1 2" WOOD LAGGING TYPICAL TE-nonDnov cunoiNi� E-i ninTinNi cni iTu \niE-CT mini i EXTENT OF MASONRY DE-TAINI(-` \A/AI I �7nnTINI(-` P, TEMPORARY SHORING PLAN SOUTH, WEST WALL. "�LpFESSIp'', 1� L IA �'9l " No. 363 EXP. 6/30 4 9T� DUCT CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DWG. NO. ' AJL AJL DEL DESCRIPTION: 2.5" CITY OF ENCINITAS BRASS DISC POINT ID 1025 LOCATION: IN A WELL MONUMENT STAMPED ENC-25 LS 7322 AT THE INT. DATE PLANS PREPARED UNDER SUPERVISION OF DATE: 2-13-2023 �}^ S.E. NO. 4363 ENGINEER HAMID LIAGHAT EXP. 6/30/2024 RE OM E D APPROVED: MICHAEL STRIZIC L T. BANKSTON PNf�Ip�3ENGINEER 9-3�2 I ER DATE DATE SHORING WALL PLANS FOR: T RAC EY RESIDENCE 206 4TH STREET., ENCINITAS, CA 92024 CASE NO: CDP-003828-2020 APN: 258-041-01 j LDEV-018973-2022 j PUBLIC WORKS INTERSECTION OF EL PORTAL STREET AND LA MESA AVE. HAMID LIAGHAT DATE PLANNING RECORD FROM: CITY OF ENCINITAS SURVEY CONTROL NETWORK ELEVATION: 60.601' DATUM: NAVD88 REVIEWER PRINCIPAL ENGINEER DATE INSPECTOR SHEET 8 OF 8 n D D � Z� I ?CD Ln CD O rz � W ?z 7 O LJ a_ \\NDASERVER\Share Folder\JAVED\PROJECTS\PROPOSAL\HAMID USA\2—Tracey 1 /31 /2023 3:48 PM Residence\ISSUED\2023-02-13\SHEET—6N8.dwg