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2009-10211 G (Plans) GENERAL NOTES RIGHT OF WAY GRADING PLANS FOR. WRK TO BE DANE OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST THE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE DONE ACCORDING TO 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL THESE PLANS AND THE STANDARD SPECIFICATIONS AND THE REGIONAL STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, 774E DESIGN CONSTRUCTION RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS 174E SEACREST VILLAGE PHASE // STANDARD SPEClFlCA11ANS STANDARDS OF 774E CITY OF ENCINITAS AND 774E SAN DIEGO AREA REGIONAL RESPONSIBILITY OF 174E OWNER TO KNOW WHERE 174E LOCATION OF THE PROPERTY LINE IS. DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE IMPERVIOUS SURFACES APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION 1. STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (CURRENT EDITION), CA7EGOIRY EMS77NG (SF) PROPOSED (-W) NET NEW (SF) INCLUDING 7HE REGIONAL SUPPLEMENT AMENDMENTS 2 THE SO/LS REPORT 777LED 'G£OTECHNICAL INVE37IGA770N FOR SEACREST NLLAGE IMPERVIOUS SURFACE 25,500 50,295 24,795 MASTER PLAN" PREPARED BY HELENSCHM/DT GEOTECHN/CAL, INC. DATED JANUARY 18, PARK/NG/DR/V£ AS/LE 22, STANDARD DRAN9NGS 2006, "UPDATED SEISMIC CR/TER/A AND GEOTECHN/CAL RECOMMENDATIONS* DATED 820 6,638 D - - 1. SAN DIEGO REGIONAL STANDARD DRAWINGS DATED APRIL 2003 APRIL 23, 2009, AND "SEISMIC LATERAL EARTH PRESSURES FOR RETAINING WALLS" WALKWAY/HARDSCAPE 2,680 15,050 12,370 DATED JULY 10, 2009 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. BUILDINGS 0 28,607 28,670 ALL GRADING SHALL BE DONE IN ACCORDANCE WITH 7HE RECOMMENDA7ONS AND y SYMBOL SPECIFCATIONS CONTAINED IN SAID REPORTS LEGEND S G. TOPOGRAPHY -T PROPERTY LINE J. APPROVAL OF 7741S PLAN DOES NOT CONSTITUTE APPROVAL OF SIZES, THE EXISTING TOPOGRAPHY AS SHOWN ON THIS PLAN WAS COMPILED BY - Ei � � � ' 362-- SAN-LO AERIAL SURVEYS 4879 WEWRIDGE AVE SAN DIEGO CA. INDEPENDENT [. LOCATION AND 1?PE OF DRAINAGE FACILI TIES NOR OF IMPROVEMENTS WITHIN EXIST CONTOUR STREET RIGHT-OF-WAYS SEPARATE APPROVALS AND PERMITS FOR THESE SHALL 92123-1667 (858) 565-1024 FLOWN 11-24-04 € LYING = 9 v AND FROM RECORD DOCUMENTS COMPILED BY S77JART ENGINEERING. ; . PROPOSED CONTOUR -361-� BE REQUIRED IN CONJUNCTION WIN IMPROVEMENT PLANS I - I TOP CURB ELEVATION (ABOVE LINE) 4. WRITTEN PERMISSION SHALL BE OBTAINED FOR ANY OFFS77E GRADING. SAN DIEGUITO WATER D/STRICT NOTES J - - �f 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO 1. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONS777UTE REPRESENTATION AS FINISH GRADE ELEVATIO ELOW LI _ � � � N (B NE) PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING TO 7HE ACCURACY OF, THE LOCA77ON OF, OR 7HE EXISTENCE OR NON-EXISTENCE OF, ANY DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION UNDERGROUND UTIL/1Y PIPE OR STRUCTURE W17N/N TI/f LIMIT OF THIS PROJECT. - 60 0 v .- - - - EXIST ELEVATION - . EXIS77NG PRIOR TO GRADING 2 ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR - - 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING - - °o EXISTING STORM DRAIN --- SD .— .. MS __'. ..a WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED WITHIN 10 FEET OF PROPOSED WATER MA/NS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL p BY A REGISTERED C110L ENGINEER OR A LICENSED LAND SURVEYOR. AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO w EXIS77NG WATER '-- WATER DISTRICT. 7 THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY - 4-' Q EXISTING SEWER DEVICES INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO J. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR r - EXISTING FIRE - - REGULA TONS. PROJECT. ALL AFFECTED WATER FACIL177ES MUST MEET CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC) STANDARDS IF FACILITIES DO NOT MEET STANDARDS, 774EN THEY SHALL BE - ` -` INVERT ELEVA77ON IE 8 GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A UPGRADED TO CURRENT STANDARDS AT THE OWNER'S EXPENSE. . — STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE TOP OF GRAZE TG Tw HOURS OF 5:30 P.M. AND 7.-30 A.M. NOR ON SATURDAYS SUNDAYS AND CITY 4. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES S ! _ RECOGNIZED HOLIDAY - - TOP OF WALL 5. MIN/MUM HORIZONTAL SEPARA7ION OF 10-FEET REQUIRED BETWEEN RRE HYDRANTS AND SAN DIEGO CATCH BASIN CB 9. NO GRADING OPERATIONS SHALL COMMENCE UN77L A PR£GRADING MEE77NG HAS GAS AND ELECTRIC VAULTS CLEAN OUT CO BEEN HELD ONS17F WITH THE FOLLOWING PEOPLE PRESENT CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMIT7EE. THE 6. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL 07HER TRAVELED WAYS `` € - EXISTING EXIST. PREGRADE MEE77NG SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING TYPICAL TYR ADVANCE BY CALLING (760) 633-2770. Tc 7 RECYCLED WATER SHALL BE USED FOR GRADING OPERA 7IONS - - TOP OF CURB — 10. ALL IMPORTED SOILS SHALL BE APPROVED BY THE GE07ECHNICAL ENGINEER PRIOR TO _ GRADE FG HAULING TO 774E S17F AND PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY FINISH G � - — _ _ _ __ PROPOSED CONSTRUC7ON S 17E WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO `' - - _ = FINISH FLOOR FF AND RECEIVE APPROVAL FROM 7HE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE NPDES STATEMENT - - - DEVELOPER SHALL COMPLY WITH ALL COND177ONS AND REQUIREMENTS THE CITY ENGINEER WDID 19 370357084 KEY MAP TOP OF PIPE TP MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. SCALE 1"=100' SEWER S 11. UPON RNAL COMPLETION OF THE WORK UNDER 774E GRADING PERMIT BUT DEVELOPMENT OF THIS PROJECT SHALL COMPLY WIN ALL REQUIREMENTS OF STORM DRAIN SD — PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN STATE WATER RESOURCES CONTROL BOARD (SWITCB) ORDER NO. 99-08 DWQ SHEET INDEX AS-GRADED CER77RCA77ON SHALL BE PROVIDED STATING " 7NE GRADING UNDER (N.P.D.E.S. GENERAL PERMIT NO. CAS000002), WASTE DISCHARGE REQUIREMENTS OWNER'S CER77FlCA7E DUC77LE IRON PIPE DIP PERMIT NO. 10211-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE FOR DISCHARGES OF STORM WATER RUNOFF ASSOCIATED WITH CONSTRUCTION PILE SHEET...................... ....................... 1 WIN 7HE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS-GRADED AC77W7Y IN ACCORDANCE W17H SAID PERMIT A STORM WATER POLLUTION IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. POINT OF CONNECTION POC NOTES AND DETAILS ............................2 PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF IT 1S FURTHER AGREED THAT THE OWNER (DEVELOPER) SHALL HA VF A GRADING PLAN CONCRETE CONC. THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION 3 GRADING ACTIVITIES AND A COMPLETE AND ACCURATE NOTICE-OF-INTENT (NOl) REGISTERED ClV1L ENGINEER MAKE SUCH CHANGES, ALTERATIONS OR ADDITIONS STORM DRAIN PLAN .............................4 6"CURB W/BASE PER SDRSD G-1 TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR 12. 774E APPROVAL OF THIS PLAN OR ISSUANCE OF A PERMIT BY 774E CITY OF ENCINITAS SHALL BE FILED WI7N 774E SWRCB. A COPY OF THIS PROJECT SHALL. BE FILED & CITY OF ENCINTAS RQMNTS DOES NOT AU774OR12E THE SUBDIVIDER AND OWNER TO WOLATE ANY FEDERAL, W7774 THE CITY OF ENCINITAS WHEN RECEIVED; FURTHER, A COPY OF THE AND DESIRABLE FOR 7HE PROPER COMPLETION OF THE IMPROVEMENTS: EROSION CONTROL PLAN..........................5 6" CURB AND GUTTER W/BASE PER SDRSD G-2 STATE OR CITY LAWS, ORDINANCES REGULATIONS, POLICIES, INCLUDING, BUT NOT RETAINING WALL PLANS.........................6-9 & CITY OF ENCINTAS RQMN7S LIMITED TO, 174E FEDERAL ENDANGERED SPECIES ACC COMPLETED NOI FROM 774E SWRCB SHOWING THE PERMIT NUMBER FOR THIS T OF 1973 AND AMENDMENTS PROJECT SHALL BE FILED WITH 174E CITY OF ENCINITAS WHEN RECEIV I HEREBY CERTIFY THAT A REGISTERED SO/LS ENGINEER OR GEOLOGIST HAS ED. BEEN OR WILL BE RETAINED TO SUPERWSE OVER ALL GRADING AC77WTY AND 6" ROLLED CURB AND GUTTER W/BASE PER SDRSD G-4 THERETO (16 USC SECTION 1531 ET SEQ.) IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION ADVISE F THE COMPACTION AND STABILITY OF 7HE SITE & CITY OF ENCINTAS RQMNTS 13. A DIG ALERT IDEN77RCA77ON NUMBER SHALL BE ISSUED BEFORE A "PERMIT TO OF THE PROPERTY COVERED BY THIS GRADING PERMIT NO. 10211-G AND BY OWN HOPE N-12 WT STORM DRAIN (PRIVATE)THE SWRCB ORDER NO. 99-08DWQ AND ANY SUBSEQUENT AMENDMENTS �} SEACREST HOLDINGS CORP. EXCAVATE" WILL BE VALID. FOR YOUR 0/G ALERT ID NUMBER, CALL UNDERGROUND THERETO SHALL COMPLY W17N SPECIAL PROVISION AS SET FORTH IN SECTION t' (/ SEACREST V1LLAGE RETIREMENT COMMUNITIES — SERWCE ALERT TOLL FREE 1-800-422-4133, TWO DAYS BEFORE YOU DIG. C.7 OF SWRCB ORDER NO 99-08DWQ. PAM FERRIS - CEO i D 211 SAXONY ROAD R�p�ESSlpNq ENCINITAS, CA. 92024 BROOKS 1212 PRECAST BOX —Lr NO77RCAnoNS �� ��Q<c® �Jp�T p�y����y SEACREST HOLDINGS CORP. PHONE (760) 632-0081 W/PARKWAY GRATE 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND OWN OF LAND " p-2 STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF fy1 ra m TYPE "B CURB INLET ❑ ° z72 STATEMENT OF ENGINEER OF WnRK AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING x i �° OO UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER. � l 2��1D � Exp.3.31-2013 EARTHWt7RK SlG f OF LAND OWNER DA 7E \ THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY 774E ENGINEER SHALL COMPLY CUT = 3,076 GRAVEL BAGS PER DETAIL SHEET 4 0�0�� 774E CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO a/1� ,P 0tVlL W1TIl THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR FILL = 1,356 PR07ECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. ElIS q'� OF C,AOt ` PROFESSION 771E ENGINEER FURTHER AGREES 7HAT THE WORK PERFORMED HEREIN SHALL BE IN EXPORT = 1,720 SAWCUT LINE IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF PRINTED NAME OF ABO PERSON ACCORDANCE WITH THE RULES AND REGULA7ONS REQUIRED BY THE CITY OF ENCINITAS 7HE ENGINEER OVEREX/RECOMPACT = 6,770 Q` SAID U7LI77ES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIRCA77ON AND AGREES THAT ANY PLAN CHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS NOTE.- THESE ARE RAW QUANTITIES ONLY THEY DO RETAINING WALL PER WALL PLANS THIS SET LOCATION OF UTILITIES AND N077RCA77ON OF COMMENCEMENT OF WORK: A PUBLIC ENTITY FOR 7HE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY 7HE CITY OF NOT CONSIDER REMEDIAL GRADING REQUIREMENTS OR Q A. SEWERS - ENCINITAS SANITATION DISTRICT (760) 633-2770 77 ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN, AND IT THEREFORE BULK AND SHRINK FACTORS, AND ARE APPROXIMATE WALL (PER ARCHITECTS PLANS) NOT A PART (__) B. GAS & ELECTRIC - SDG&£ (619) 654-8666 DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR 7HE PLANS OR DESIGN OF IMPROVEMENTS' FOR BONDING PURPOSES ONLY. ^ C. WATER - SAN DIEGUITO WATER DISTRICT (800) 227-2600 LS ENGINEER'S CERTIFlCATE BASED THEREON. 7HE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS CONCRETE WALKWAY/DRNE (BY OTHERS) ' D. lELEPHONE - SBC (619) 574-4317 /, S Y HELENSCHMIDT, A REGISTERED GE07ECHNlCAL ENGINEER IN AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING O SOLELY FROM THE NEGLIGENT AC7S ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR (3 E CABLE TV - COX (619) 263-9251 STATE ALT, RNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF PLIED EMPLOYEES ACTING W11NlN 174E COURSE AND SCOPE OF SUCH AGENCY AP's EMPLOYMENT AND SILT FENCE/FIBER ROLLS — SOIL MEC S, HEREBY CER7FY THAT A SAMPLING AND STUDY E SOIL - Q ADELPHIA (760) 931-7000 Q ARISING OUT OF WORK PERFORMED BY THE ENGINEER. CONDITIONS LENT WITHIN THIS SITE WAS MADE BY ME OR ER MY AC SECTION PER SOILS REPORT — 2 CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO DIRECTION ON ATES OF NOVEMBER 107H & 11TH. 200 E COMPLETE � LEUCADIA BLVD 0 BEGINNING ANY WORK 77 77477 PROJECT. PHONE. 760 633-2770. COPY OF THE SOIL ORT COMPILED FROM THIS STUDY, MY r_ ?,S('-/0 �o ( ) RECOMMENDATIONS, H EN SUBMITTED TO THE OF77 F THE Cl FY BMP LANDSCAPE PRE-TREATMENT AREA + + + + + + + + Z J. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION ENGINEER. FURTHERMORE, VE REVIEWED THESE lNG PLANS AND STUART PEACE, R.C.E. 27232 DATE o FZ o� (NOT TO BE MODIFIED WITHOUT I Q PHONE. (760) 633-2770. CERTIFY THAT THE RECOMM DNS INCLUDED l E SOILS REPORT FOR MY REGISTRATION EXPIRES 3/31/11 No. 27232 m = CITY'S PERMISSION) � U) ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO x 3-31-11 2 — THIS PROJECT HAVE BEEN INC INCO ATED IN TIDING PLANS AND STUART ENGINEERING p. o BMP LANDSCAPE TREATMENT AREA SPECIRCA TONS PR°F /ON 7525 METROPOLITAN DRIVE SU17£ 308 * * >c SAXONY LN 011 _ SI TE (NOT TO BE MODIFED W17HOUT REJECTION AND REMOVAL �=c(HEI Ey Fyc SAN DIEGO, CA 921089 OF CAUFO��\P �' CITY S PERMISSION) SUSMP BMP PROJECT STATUS N o ASSESSOR'S PARCEL. NO. REFERENCE DRAWINGS r_zti . ,o (n (619) 296-1010 5 c a SEACREST WAY �� c9 w No. 2064 OR 256-340-43 CG-3361, 9459-1, P-K2 STANLEY HELENSCHMIDT, G.E. 2 DATE Exp. 6/30/2010 z OCEAN AS-811ILT PRIORITY PROJECT MY REGISTRATION EXPIRES 6/ 010 UTILITY HELENSCHMIDT GEO7ECHNlC C. 9TH T CHN�C°Ey�\Y ENCINITAS BLVD. y�� MAINTAINED BY SEACREST HOLDINGS CORP. �0 ALL UTILITIES SERVING 7741S S 17E SHALL BE INSTALLED UNDERGROUND. CARL BAD, A E2008 B OF CALIF PLMANM AND BV�Ca PUBLIC WORKS DEPART�T 57 URRT PEACE RCE 2723 `�� CARLSBAD, CA 92008 PRIVATE STORMWATER MAINTENANCE AGREEMENT 0 LEGAL DESCRIPTION TELEPHONE (760) -0333 MINI TY MAP 7. 20' 1 _ DOC. NO. ZQ/D - 0624962 REp G / /p ZW8T DA 7F. l�y_�Tlo LOT 1 AS DESCRIBED IN CERTIFICATE OF COMPLIANCE RECORDED �5��` ct�VM.r/ NO SCALE z Q MICHAEL c DATE DATE DESIGNER: W09-070 MARCH 28, 2002 AS FILE NO. 2002-0260530, OF OFFICIAL RECORDS 1 q L!V W. Hios �"� N.H. SHOP DRAWINGS & SUBMITTALS BY EL W. HART C.E.G. NO. 706 DATE * FlED * ARTMENT PARKS AND REC SAN DEGWO WATER DISTRICT DRAWN: Li J ENGI NG STUART ENGINEERING JR w 1RA77ON EXPIRES 10/3112010 GEGL THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL WORK sr er `o P REV WED BY 7525 METROPOLITAN DRIVE S2 -1 pq 1E z 9 �j Zo/o SAN DIEGO, CA 97108 (619) 296-1010 11-12-OS - � PROPOSED IN THIS SET TO THE ENGINEER OF RECORD PER SECTION IS'EE SHEET Z lF OF CA JOB/��/ �i6BT -�.�1�� 's /V �/ Z 3- FAX (619) 296-9276 EMAIL:SE@stuartengineering.com (` 0 2-5.3 OF THE GREENBOOK. DATE DATE SIGNATURE EXPIRES 2 YEARS AFTER DATE 343-08-18 z REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT A.N. J S.P. APPROVALS CA-117Y O C ENGINEERING SERVICES DEPARTMENT DRAWING NO Y F ENCINITAS ENGINEERI . w IST w CWAN15f SOWS ENC/NEER DESa8P770N.SURWYPT 11026 PER CITY OFENav1TAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED e%-, APPR VED \ C`0WR SHffT W NOTE$ ~ Olt SURVEY CONTROL NE71{VRK °y�� 1 �C _ N/A `D " '" DATE : I'Z8 �� BY: BY: Q Ln 2sRNER OF DRAINAGE BRASS DISC IN THE HORIZONTAL SEACREST VILLAGE - PHASE ll 02 - G /�S BUIL? 1' SOU7HNEST CORNER OF A DRAINAGE INLET BOX AT THE NEST &&�_SIDE OF PARKING LOT FOR OFFICE BUILDINGS ON 7HE SOUTH 27232 590E OF SAXONY PLACE 200 FEET NEST Of SAXONY ROAD. N/A R.C.E. 740.° DATE: 2/111/Z a (J DATE: �LQ 211 SAXONY ROAD � Ln VERTICAL STUART PEACE ELEVAnON. 175189 DATUM, NAW86 EXP. 3-31-11 WORK PROJECT NO. ENCINITAS, CA. 92024 CDP 06-102 SHEET 1 OF 9 (� STORMWATER POLLUTION CONTROL BMP NOTES 3' CONCRETE WASHOUT CROWNED FLUME FLUME - SLOPED 1. CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE 1.5" 1.5" TOWARDS FILTERRA THROAT CURB INLET WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH PRECAST FILTERRA TOP OF BOX ELEVATION PER PLAN TOP sly (TYP) ��T FILTERRA CONCRETE, SLURRY, MORTAR, S7UCC0, PLASTER AND THE LIKE INTO THE CURB INLET FILTERRA FILTERRA THROAT TOP SLAB cum STORMWA TER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL ... xf OPENING (Try �, 4-8' FILTERRA LLL�L POST A SIGN DESIGNATING THE WASHOUT LOCATION. 112" OVERLAP A.C. PAVEMENT � - �' . _. .. - ....���•� - . •�.{a :'.: ��; -8' OPENING ' OPENI s + •x CONSTRUCTION S11E ACCESS (TYPICAL) 4-8 / :':~°;_ ;:1. • ;%:` '�{ - CAST-IN-PUCE 1. A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES 1.5" I ' "` "" - '': FLUME & GUTTER EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF S17E. THIS SHALL INCLUDE I (SLOPED TOWARD USING MATERIAL SUCH AS GRAVEL AND/OR CORRUGATED STEEL PANELS/PLA7FS PRECAST DOWEL FILTERRA THROAT) FILTERRA CAST-IN-PLACE (TIP) DOWEL PLAN VIEW 7" • • L__ -- 6"INLET PIPE FROM BOX (1WYP) (CROWNED GUTTER SSLOPED FILTERRA CONSTRUCTION VEHICLES • r } • ' 4X4 FILTERRA TOWARD FILTERRA THROATS) Box WALL STANDARD TRANSITION FROM ELEV 'A' MUST 1. A SPECIFIC AREA AWAY FROM GUTTERS AND STORMDRA/N SHALL BE DESIGNATED • 560-C-3250 CONCRETE CURB AND STANDARD TO BE NIGHER FOR CONS7RUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE 12" SECTIONS VIEWS OF FILTERRA IN TYPICAL FLUME APPLICATIONS GUTTER DEPRESSED THAN ELEV 'B' EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFFSITE. MP�CLASS If BASE - (TrP) GUTTER (TYP) \ OUTLET SEE BELOW FOR DETAILS NOT SHOWN SLOPE COMPACTED TO 95Z RISER EROSION CONTROL DUAL CONCRETE SIN" (PVT) 18"FROM FILE THROAT 12" -� CURB INLET THRwT 1. EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES SLOPED DETENTION - NO SCALE 12" STANDARD 90' NOSING GUTTER SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING (OTHER NOSING AVAILABLE FLOW GUrrER EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS', ADEQUATE _ UPON REQUEST) FI ow GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. 12" DEPRESSED GUTTER AT So/CS EN6/NEER A� RECORD OU7LE 12 6" FILTERRA BYPASS CURB INLET . THROAT OPENING (TYP) FLOWLIN!!LlT1'A' FLOWLINE lLlY'B' 2. NO EXCAVATION AND GRADING ACTIV4TIES ARE ALLOWED DURING WET WEATHER. - PRECAST ELEVATION VIEW V ELEVATION':• TOP SLAB ` - MTGL , /NC. 11A RE1//Er✓EO 7NE GEOTECHN/GL 4-B' CLEAR THROAT 3. DIVERSION DIKES SHALL BE CONS7RUCTED TO CHANNEL RUNOFF AROUND 7HE OPENING CONSTRUCTION SITE CONTRACTOR SHALL PR07ECT CHANNELS AGAINST EROSION /NVES7169)I N R.&W7,BYN&SSCNM/076EOTEtilW/GL, 12" TEE 12"X 6"CONCEN7RIC •;:: INC• DA47W,14AWRY/a ?Xs A *0 AsA LvM F11711NE REDUCER t USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES 011C44,S1N,9 AND REC?�MMEVDATIONS/NA T A. ' 4. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE A07II INC., A4 11,YES GEa1EG�N/CAvzR�sRN�/B/u1y SEC77ON A-A ' • . PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF PAR `W E PRGIIEC7.' NO SCALE . THE NA7URAL GROUND COVER. d0 NOT REMOVE TREES OR SHRUBS AIS,. GRAO/N& 8#41L BE DANE 11 OER OBSERVA7/� I '•' d' STORMWATER / ,�� 4f . . INTERLOCKING FILTERRA UNIT ® STRUCTURE d 4 a' � UNNECESSARILY; THEY HELP DECREASE EROSION. � a'� JOINT (lYP) , Airst- , /NC. ALL GA4WA/6 A1►4�fiBB PER! CASE-IN-PLACE y . .. .. 'A 5. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE /N AF4LOiWc� rNil!/ 17Tt6 tEC9MMENOAr/aNSAA°D DEPRESSED GUTTER a ,.. CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES 6P&dfAC4T/aNS SET AWN /N AF SD/GS R�7.OR AND THROAT OPENING � 6EOTtt%1N/G4L /NY6S7/GAF/ON EA/7/TLFQ' " (BY CONTRACTOR) o I OUTLET PPE EROSION SHALL BE PREVENTED BY PLANTING FAST-GROWING ANNUAL AND 6 INLET PIPE FROM 04 I I- (BY ERSI CorINECT PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. 4X4 FX TERRA ,: .. I "' Z TO sraae bR GBOIfC//N/CJ►G/N(/ESTIG¢jgLLY�R SST V)VA LE I THROAT PROTECTION DEVICE a MAISTBR ^44V #4 DOWEL BARS 0 12' O.C. BY AMERICAST :..6. DO NOT REMOVE - LEAVE i s 6. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND PAFA*AC&D ay: SGHq+?/OT 6E07EG1/N/d!C /MC. TYPE "B" CURB INLET (4.0'X 4.0') TO BE BENT AS NECESSARY BY CONTRACTOR il.,. .. IN PLACE UNTIL SITE IS GRADING ACTIVITIES ARE COMPLETE A PRIOR TO INSTALLATION OF FIELD POURED GUTTER _ "' I V STABILIZED AND FILTERRA , pXWWr/D: /05037 DR7�•: ✓WY#)?Y•/e,ZODS (i lE � .: r I.;.. IS ACTIVATED . . 1 �DF 12"X 6"CONCENTRIC -_u.` � 7. USE AS LITTLE WATER AS POSSIBLE FOR DUST CONTROL. 1�6' S �rO REDUCER 4: = - PERFORATED NYF7TT our ATU 14MI INC ' p PRECAST BOX WALL UNDERDRAIN SYSTEM IS' 6O smucnlRE ON-SITE CONS7RUCTION MATERIAL STORAGE 6295 FBRie/S SG�VAI $4//TE C T # ' IMPORTANT BY AMERICASi EFFLUENT IN 1. STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SAA/ D/�'0• C-4 TVZI .'858) 537-399.9 FILTERRA FLOWLINE MUST (MUST Lowm> "w 16"INLET PIPE FROM BE AT A HIGHER SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE /� cn Df7ENnoN s)�TEM - SECTION VIEW ELEVATION THAN BYPASS CROSS SECTION THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY (~� �`/ 7// a FLOWLINE (DROP INLET DR SEE DETAILS SHT 4 STANDARD FILTERRA THROAT OPENING OTHER) CONTAINMENT FOR ALL FUEL STORED ON-SITE. M•6. (.�N) 40., GE ZD88 09y* A � ��. . A ,QEC✓57•G97/OA(�[PAIC!(S /Z/d✓�ZGy/ b 2. ELIMINATE OR REDUCE POLLUTION OF STORMWA TER FROM STOCKPILES KEPT / ///� �1 �. 1b i �4J\� MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED MODIFICATIONS OF DRAWINGS ARE ONLY PERMITTED ON-SITE STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE __ 7 Jam(�l (7 \11 11 A• BY WRITTEN MEMORIZATION FROM FILTERRA DRAWING AVAILABLE IN TIFF FILE FORMAT. BY WRITTEN AUTHORIZATION FROM FILTERRA AGGREGATE BASE„ ETC. STOCKPILES SHALL BE LOCATED AWAY FROM DATE. 02-27-06 DWG: CGT-4 DATE: 07-07-06 Doc: FLP-2 CONCENTRATED STORMWATER FLOES AND STORMDRA/N INLETS STOCKPILES SHALL SA14V VA4LLIAKONAS, ce- 2287 DATE it REC 7/6W&wl"s a o 2oN f������ B E COVERED OR PROTECTED W7H SOIL STABILIZATION MEASURES AND PROVIDED �B fW14FbWDfl(? FILTERRA® THROAT OPENING �¶��((1jffa ��QaQ�� FILTERRA® TYPICAL FLOWLINE WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES E 6"INLET PIPE " AND GUTTER OR FLUME DETAIL u `a u GTyA&Gzar,sr„",,;,„ AND OULET PIPE RELATIONSHIP 12 INLET PIPE US PAT 8,277,174 US PAT 6,277,274 FROM 8'X4' FROM SITE CWO*C 2W7 by Am kIIA AND 5.589,321 AND 8.589.321 7RAINING FILTERRA 1. CONTRACTORS' EMPLOYEES WINO PERFORM CONSTRUCTION IN 7HE CITY OF �t1� ENCINITAS SHALL BE 7RAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS M '4 `` PLAN STORMWATER POLLUTION CONTROL REQUIREMENTS THESE BMP N07ES SHALL BE 11 AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE NO SCALE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWA TER f i l r e rra® f i It e rra® REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. Activation WASTE MANAGEMENT E SANG UAUTY NOTE/b/SI,YA/MER Filterra Standard Plan Notes 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE A. Activation of the Filterra unit is performed ONLY by the Supplier. Purchaser is AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRIVATE ENGINEER'S N07E TO CONTRACTOR Construction& Installation responsible for Filterra inlet protection and subsequent clean out cost. This process PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS SIR/CY PROHIBITED. THE EXISTENCE AND LOCATIONS OF UTILITY PIPES, CONDUITS, STRUCTURES, POLES, cannot commence until the project site is fully stabilized and cleaned (full R WIRES, OR ANY OTHER FACILITIES SHOWN ON THESE DRAWINGS WERE OBTAINED BY A CONSARUCAON ACCESS landscaping, grass cover, final paving and street sweeping completed), negating the 2. NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMW47ER. SEARCH OF AVAILABLE RECORDS AND ARE INDICATED HEREON WITH THEIR A. Each unit shall be constructed at the locations and elevations according to the sizes chance of construction materials contaminating the Filterra system. Care shall be BERMS /KES SHALL BE PLACES AROUND DUMPS TO DIVERT THE NA 1URAL O ALL ROAD WA YS SHALL BE A MINIMUM OF 24 FEET IN WID TH DURING shown on the approved drawings. An modifications to the elevation or location shall taken during construction not to damage the protective throat and to plates. /D APPROXIMATE LOCATIONS. THE ENGINEER OF WORK MAKES NO GUARANTEES OR CONSTRUCTION AND MAINTAINED FREE AND CLEAR, INCLUDING THE Pn ve Y g g P P P STORM RUNOFF. DUMPSTERS SHALL BE CHECKED FREQUENTLY FOR LEAKS WARRANTIES THAT THE UTILITIES SHOWN COMPRISE ALL UTILITIES IN THE AREA, PARKING OF VEHICLES, IN ACCORDANCE WITH THE UNIFORM FIRE CODE be at the direction of and approved by the Engineer. DUMPSTERS SHALL BE PLACED UNDER A ROOF OR COVER WITH TARPS OR PLAS77C EITHER IN SERVICE OR ABANDONED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR B. Activation includes installation of plant(s)and mulch layers as necessary. SHEETING. VERIFTCAnON OF THE LOCATION OF ALL UTILITIES, WHETHER SHOWN ON THESE AND THE ENCINITAS FIRE DEPARTMENT. B. If the Filterra is stored before installation, the top slab must be placed on the box PLANS OR NOT PRIOR TO START OF CONSTRUCTION AND NOTIFY THE ENGINEER OF using the 2x4 wood provided, to prevent any contamination from the site. All internal 00 J. MANY CONS7RUC77ON MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS; WORK OF ANY DISCREPANCIES THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WI7H fittings supplied if an 0 THE S/7E. AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIL/TIES g PP ( y),must be left in place as per the delivery. VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED Included Maurtetuu><ce VEGETATION CAN BE RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AND/OR ANY ASSOCIATED APPURTENANCES RESULTING DIRECTLY OR INDIRECTLY C. The unit shall be placed on a compacted sub-grade with a minimum 6-inch gravel base N AN APPROPR/A TE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR FROM HIS OPERA TIONS, WHETHER OR NOT SUCH FAC/LIMES ARE SHOWN ON THESE INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE PLANS matching the final grade of the curb line a the area of the unit. 'the unit to t placed HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO such that the unit and top slab match the grade of the curb in the area of the unit A- Each correctly installed Filterra(l� unit is to be maintained by the Supplier, or a ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. THE CONTRACTOR, BY ACCEPTING THESE PLANS AND/OR PROCEEDING WITH THE Compact undisturbed sub-grade materials to 95°% of maximum density at +1- 2°% of Supplier approved contractor for a uninirrATm period of 1 year. Zlne cost of this service Q IMPROVEMENTS HEREON, AGREES TO ASSUME SOLE LIABILITY AND HOLD THE optimum moisture. Unsuitable material below sub-grade shall be replaced to the site is to be included in the price of each FilterrI unit- Extended maintenance contracts U 4. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES PLACE TRASH CANS ENGINEER OF WORK HARMLESS FOR ANY DAMAGES RESULTING FROM OR TO THE engineer's approval. are available at extra cost upon request. AND RECYCLING RECEPTACLES AROUND THE SITE EXISTING UTILITIES D. Outlet connections shall be aligned and sealed to meet the approved drawings with B. Annual included maintenance consists of a maximum of(2) scheduled visits. The visits 5. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED "DIG ALERT NOTICE" modifications necessary to meet site conditions and local regulations. are scheduled seasonally; the spring visit aims to clean up after winter loads that may 0 FREQUENTLY FOR LEAKS CON7RACTOR SHALL PROVIDE SECONDARY SECTION 4216 OF THE CALIFORNIA GOVERNMENT CODE REQUIRES THAT A DIG ALERT q' include salts and sands. The fall visit helps the system by removing excessive leaf litter. O W CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORA/N INLETS ON IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE w w E. Once the unit is set,the intemal wooden forms and protective mesh cover must be left � PERVIOUS SURFACES VALID. FOR YOUR DIG ALERT ID. NUMBER, CALL UNDERGROUND SERVICE ALERT AT • MRX' N07E. 8-1-I AT LEAST TWO WORKING DAYS BEFORE YOU DIG. W A W = INSTALL FIBER ROLL intact. Remove only the temporary wooden shipping blocks between the box and top C. Each Included Maintenance visit consists of the following tasks. O 6. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET GU TIER W W W W slab. The top lid should be sealed onto the box section before hacl filling, using anon 6. A LEVEL CONTOUR. Z AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL w W W `.. = W W W shrink grout, butyl rubber or similar waterproof seal. The boards top of he lid and 1. Filterra®unit inspection Q THAT MAY HAVE 7RAVELED AWAY FROM CONSTRUCTION S/7E boards sealed in the unit's throat must NOT be removed, The Supplier lier(Americast or 2- Foreign debris,silt, mulch &trash removal w y SPX' its authorized dealer) will remove these sections at the time of activation. Backtilling 3. Filter media evaluation and recharge as necessary should be performed in a careful manner, bringing the appropriate fill material up in 4. Plant health evaluation and pruning or replacement as necessary S y FIBER ROLL S-�� 6" lifts on all sides. Precast sections shall be set in a manner that will result in a 5. Replacement of mulch FIBER ROLL VERTICAL SPACING VARIES.' T � � � 10 � watertight joint. In all instances, installation of Filterra unit shall conform to ASTM 6. Disposal of all maintenance refuse items � CONSARUCAON MATERIALS 80D/A. MIN. IF SLOPE=4: 1 OR LESS-MAX OF 20 FT w '': specification C891 "Standard Practice for Installation of Underground Precast Utility 7. Maintenance records updated and stored (reports available upon request) 0 IF SLOPE BEMEEN 4.• 1 AND 2. 1-MAX OF 15 FT. ` " W Structures", unless directed otherwise in contract documents. � � PRIOR TO THE DELIVERY OF BUILDING CONSTRUCTION MATERIALS TO THE 4"MIN. IF SL 1 OR GREATER-MAX OF 10 FT D. The beginning and ending date of Supplier's obligation to maintain the installed PROJECT SITE, ALL OF THE FOLLOWING COND177ONS SHALL BE COMPLETED TO - - gr g g PP g THE SATISFACTION OF THE FIRE DEPARIMENL F. Curb and gutter construction (where present) shall ensure that the flow-line of the system shall be determined by the Supplier at the time the system is activated. Owners Filterrao units is at a greater elevation than the flow-line of the bypass structure or must promptly notify the Supplier of any damage to the plant(s), which constitute(s) 1. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE 2 relief(drop inlet, curb cut or similar). Failure to comply with this guideline may cause ( P ) P �• an integral part of the fiioretention technology. Q APPROPRIATE INSPEC77NG DEPARTMENT OR AGENCY. N INSTALL A FIBER ROLL NEAR failure and/or damage to the FilterraI environmental device. 2. AS A MINIMUM 774E FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO 2 0X 2" SLOPE WHERE IT TRANSITIONS ® 0 Z WOOD STAKES oFESSi INTO A STEEPER SLOPE G. Each Filterra unit must receive adequate irrigation to ensure survival of the living DESIGNER: Z Q PROVIDE A PERMANENT ALL WEATHER SURFACE FOR EMERGENCY VEHICLES. system during periods of drier weather. This may be achieved throw a piped system, � MAX 4' SPACING �a "� Y g P Y A P P Y N.H. ' Fy J. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE, AND ACCEPTED BY r gutter flow or through the tree grate.~n Z STUART ENGINEERING DRANM• JR LLI O THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. cW2 IN 27232 m r. EXP. 3-31-11 a 7525 METROPOLITAN DRIVE STE. JOB DATE TYPICAL SECTION FOR FIBER ROLL TYPICAL FIBER ROLL INSTALLA TION SAN DIEGO, CA 92108 (619) 296-1010 11_1P_08 z a NO SCALE 9hc Fob NO SCALE FAX (619) 296-9276EMAIL:SEMstuortengineering.com " NO: C O OF CA�� 343-08-18 z Q� REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE SPECIAL DISTRICT A.N. APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. w w I CIM AW SOILS E GIN �ca SURICY PT 1026 PER CITY OFENpNITAS PLANS PREP ED UNDER SUPERVISION OF RECOMMENDED APPR V D GRAD/NG PLAN NOTES � Of RECORD ja__�x � Z� /AS-SUILT �,V•( _24- LS2f97[0 2.s'LYTY A`ENCINITAS BRASS DISC IN )Hf HORIZONTAL N/A ' DATE I BY: /� BY SEACREST WLLAGE - PHASE II 1 O2 1 - SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE NEST SIDE OF PARKING LOT FAR OfROF BUILDINGS ON THE SOUTH R.C.E. N0.1 27232 211112010 DATE: L // a 211 SAXONY ROAD SIDE OF SAXONY PLACE, 200 FEET NEST OF SAXONY ROAD. VERTICAL N/A DATE: ELEVATION.• 175189 DATUM. NAIAW STUART PEACE EXP. 3-31-11 WORK PROJECT NO. ENCINITAS; CA. 92024 CDP 06-102 SHEET 2 OF 9 (n f\ Fit - - _ _ --- 4 T` -t - I. I - *PAD ON ON HAS BEEN DETERMINED BY SUBIRACANG THE OWNER PROVIDED FLOOR STRUCTURAL �. _K, 1� y - - THE PADV ELEVA ON 7HIS PLAN f �' ! ` = . - _ + - ', <. -� -riET : _ h - FT ELEVA77GN SHOWN. ALL GRADING INFORMA710N SHOWN I ! �- - t -� m _ -,. . -- SEC770N FROM 7HE FINISH FLOOR S g r \ -- - - T - ; m - - - E CONTRACTOR SHALL VER/FY 7HE �^ - - " IS BASED UPON 174E FINISH FLOOR E�VA77ON WHICH SHALL BE HELD. TH kl'.jl I ! \' I _ - ER OF WORK. i / PAD ELEVATION PRIOR TO ANY CONS7RUC770N AND REPORT CHANGES TO 7HE ENGINE FIRE LANE SIGNAGE AND PAIN77NG --- --- - -- BUILDING SET. i _ - FOR FIRE LANE SIGNAGE AND RED CURB PAINTING REFER TO ARCHITECTURAL PLANS /N BU IF t _ - _ _ - -- _ -_ _ GRADING NOTE - - - - - -.- _ _ " I ��� ,o t . ._,._ ;.._ -_ ,_"_, �, � 10 7R1N5'l1TlAP ROCLED� CURB- sp -- PER'G�4 TO G�2 1fl 7RANSIRON FROM ROLLED CURB - - -- - _ - - _ --- ALL THE NARK PROPOSED ON THIS PLAN lS ENTIRELY Wl1H/N 1Hf APPLICANT'S PROPERTY IF ANY r F -:.R "_. ' __. 3 - 4 'r G-4 °'A" FO G-2 R ANCE TO ADJACENT PROPERTIES lS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, OR AT 7HE 5 Qc h I DISTU B MISSION FROM THE ADJACENT - -_ '. : b .,`V h k O LED CURB PER b CURB & GUT R- -- DISCRE7701V OF THE CITY FIELD INSPECTOR, A WRIT7EN LE77ER OF PER JOIN: Y SAi1LUT g - @ 40 WDE ANY SUCH Y _ 0� ��5 h C TYPE A q. _ _EASEMENT TO COUNTY_bF S4N D7EG0 _ _."..._ PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO 774E CITY PRIOR TO THE START OF _ .h ,� 0 0 3k F� RDA¢_ AND PUBLIC UTILITY AND INCIDENTAL - T PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTOR/ZED ,. -ar _ - - 19 - WORK. ANY DISTURBANCE ON 774E ADJACEN - _ - 00 OJECT :- - _'> _ -. _-- _; -- 0• ✓0/N EXIST - REC. QEC$MB€ff 3f1,- }986, c*E-- 86-61 15 - FOR ASTOP-WnRK TO BE ISSUED FOR THE PR -- -®6--9 O.R. - IN WRIANG AND SUBMl77ED TO THE CITY IS GROUNDS � OBTAINED. r :. REQUIRED PERMISSION IS UNTIL 774E EQU y, - -- - BE`M 'liF7TfO1tT � ,,,� - - - "-' ' -" =-- _ L'� - - -- � •� °' --- --- - --- PAVEMENT SEC 710N NO IF. __<_ � I TTY S:. ERM/SSION �E-SECC-IiONI� - - :, CITY OF ENCINITAS RECOMENDED MIN/MUM PAVEMENT SEC770N 4'AC ON 7�BASE PER SOILS REPORT ✓., _ I I , , • , ; ' ' - , , , - - - -- - - - L PAVEMENT DESIGN SHALL BE PERFORMED SUBSEQUENT TOERAVALUE 7ES NGSOF SUBGRADE SOILS DURING ACONSTRUCAON lF FlNAL PAVEMENT DESIGN IS LESS THAN + � ; I � , , , - -,- , , .� < < - • . . . � ;%�/ '%; _ � •6"--- /� - 774E CITY OF ENCINITAS RECOMMENDED MINIMUM CONTRACTOR SHALL PRESENT INFORMATION TO CITY OF c, r r _ ,� V , � i � , h- , , , 7. . - , , ;� �� ! � _ - -- - - ENCINITAS INSPECTOR FOR APPROVAL. >r = - ` 2X N ti'. 15' W10E-EASEMENT TO COUNTY OF SAN.� .85_ A DIEGO FOR _PRIVATE ROAD, WILKWAY AND L ANDS PROPOSED 8 6.53 TW REC. APRIL 14, 1988 FILE NO. 88-172859 OR 838 �B h h ' {l 93$6.7W BUILDING A o I oa ct 4 �3J ?. : , `� FOR PRIVATE UTLITY.INFO. ) =142.00 FG - �- T r 0b SEE BUILDING PLAN S� -- ti 1 .5 h1 197.20 TW rl 2 FIRE LANE SIGNING AND g By 796.53 TW - W SIRI_P-ING-_PER BUILDING ; 192.00 FG e r PLAN a• 196.3 fF=187.50 _ 67 -- ?� 0 x /� ETA/NING WALL PER ' FF= 187. 50 __. I 1 }. 7.20 TW y - 12' 48 3 4 3' 11 i I ! + BUILDING PLAN SEY *Pf 1�_ 86. 8J 6`CURB PER - 19200 FIG v RE . WALL PER o + / I SDRSD G-1 t - I I FOR WALL INFORMATION BLDG PLANS CONC. Q + 5 Q SEE STRUCTURAL N °rte° 6°GANG. CURB THIS SET (SHIS. 6-9)PLANS c'-n SDRSD G-1 s , II I' i ll I f FOR DEEPENED AC PWT PER N07F ABOVE ! ! o JOIN ExisT, _. `v 3 BUILDING FOO77NG ! p } ! + ry s SEE STRUCTURAL PLANS EXISTING L EI CH TA G - . SECAUN A-A o --- - NO SCALE I - - NOTE -_R€7A/N/NG WALL - } x ' \ +_ + NA EEN/NG BUILDING C AO + + L.P. ll �� PER LA ESCAPE PLANS + �g _ + + I - V, @4 4 +" _-- --- 07_.: - i IN BUILDING PLAN SET (FF- 197. 34) I I , PROPOSED 184.33 r.- X81 P P 01 19720 TW 3' 75' 6' S' 11' 5' 6' BUILDING IF 1g1• - �j / 192.00 FG 1'SAWCUT ,�'I, r + I �o So GUT S/W S/W �" BMP ° LA%VDSCAPf PRE ; 1 g 48` 6°CONC. BMP 7R7MNT. o cs + a 150 TREATMENT AREA 19 CURB y ( + w ,6"CURB PER .: .. ` +: -' �0 - �e�'. 1 b SDRSD °° - FF=187.50 II �, SD SD 1" LANDSCAPE PRE + 5 _-- CONC. I a I TREATMENT AREA I + + 4 a96b 7W PWT. ao S g - /i DWARF KARO BUFFER PLAN77NG PLANS i = 50- _ + ++ . `� 1��C� 1, 19b.81 JOIN EXIST SOD BUFFER PER PER LANDSCAPE 't875p @b LANDSCAPE PLAN �q,. X41; SIDEWALK TYPE PER j ; ( t7 - SID 11P PER ` lf' X01" p EG ^� 1'�� 1 LANDSCAPE PLANS LANDSCAPE PLANS 1 1 I 4 1 r 7 l ; .�• 1+ + p - v a 'b1 $ECnQN B B , NO SCALE + 1 5 777r4N5Y1PON f , : .•- . __:... - 1 BAND •°.'-•; TO 0 CU � _;.: -- ". . ... 1 �r . :: : _ - 1. '- :� . � �R`1'' A FG-. -t _ _ _ i A : : 47ETA/N/NG WALL PER - <: _ 9& fiA + +" - - - -_ - 3 J. S' R, A' } \ t. + _- _ - - - 1 SAWCUT 1 BAND l,\ EWS7 S1W BUILDING PLAN SEA 3 .- 1:1 y S ::, TO MAYN , 181` .+ 1 . (G • : : --- ((�y + .+ + } =- FF 187. 50 � . �.. :.. ... ..: - o , _. _ -:-;� o_-. � : �: + ,�... q- .. -_ ` 80/lED culze � e o0 y.� ' JOIN EXIST. ;: h + + 1 ry 9.-- + 3. q CfiCRE7E WALK,-MATERIAf AND SDRSD G-4 co AC. PV1NT �n_ - - - �- SPECIRCA77ONS PER LANDSCAPE - o IN TG - ._ , ,; - - 5 . . - - . - + PLANS IN BUILDING'SE7{TYP.) i ,° 1$52 � \ " /// _ SEAT IYALL PER 1� I - G . J4 -- = - ..._ LANDSCAPE PRE , „ . __ �. : EXISTING 5 7RANSl7)ON . LANDSCAPE PLANS = _= 7$:,: 0 3 - -' - -- - _ TREA7-MENT_AREA _ - h : : " 1 - BUILDING TO a _ - RErA/VIG WALL PER .. . 1 SECAON C C BU LDl G Q CURB > _ ., ` n . _ l ;,- <, r : BUILDING PLAN SET '.4 h cs ,� 82� - '�. q NO SCALE U I�DSCAPE PRE q1 ' 4' '•8 _. - ; _ w� 5'SIDEWALK TAR A s�• 1• 98:a 2 '�°� � FF 197.34 , l / ^----. -*, I -�, 0 - _ -�- `"I• ;� 9 + + + .- . TB� D . + _ �. �:,_ u` 198 ;}��. + + . 197-_ . g --- j-=;, + + ": . ; + + + <s 196 . 9 RETAINING WALL = - 1 + 795 ': • � c4 -- . . �. <�- - �' ... - _ _- ` - _ - PER STRUCTURAL OW s� .-•;•� - PLANS TkUO XIL7frKA PTS r i ? . _, :y- _ �y + + + 01W PROPOSED D FDR�{A1P' t r -.-.-�-'8�'__- y�� - 92191 ' gg , w F I -- ---- = BUILDING 24 ACCESS O PURPL�VJ 7D e� .= CURB PER _ -- 143 1 { - : 0 )PER /M�1rJJT,ENA A&$fE ` DRSD G 1 RETA/N/NG WALL -- 187.82 BUILDING PLAN SET r 6"GONG. CURB (TIP.) Au aI JAN EX/ST. CONCRETE WALK MA IFR/AL AND O r w► D�7S� G { al0/N EXIST. CURB SPECIRCA77ONS PER LANDSCAPE 1 F h �, ;, FT=187.50 (PER G-1) �p ! _ - Q EC ! ' PLANS IN BUILDING SET (TIP.) �� q hh b 87 ) i ? Atvs �9 SAWCUr �0 h N 00=L 3Xl'- MATCH EXIST. GRADES ® BUILDING O AC PVMT. PER N07E ABOVE EXISTING GARDEN I I FOR WALL INFORMA7701V J GRADES ® BUILDING JaN EXIST NOZES• SEE STRUCTURAL PLANS 79 THICOURT BUILDING I AO 6*CURB AND GUTTER PER G-2 O ( ) Cn�ALE S SET SH7S 6-9 CONCRETE SWALE PER DETAIL ON SHEET N (FF= 187. 92) 2 MODIFIED WITH 1% SIDE SLOPES _ t 1 , i a ���ppp///itn z DESIGNER.' z Q V y N.H. �- 20 10 0 20 40 * E p. 3231311 STUART ENGINEERING ORANN OR w o 7525 ME7ROPOUTAN DRIVE S7E, 306 DA 7F.- `5y ?`P SAN DIEGO, CA 92108 (619) 296-1010 11-12-06 - - SCALE /N FEET �OF CAUE� FAX (619) 296-9276EMAIL:SE@stuGrtengineering.com FJOB No.: O O 343-08-18 w REVISIONS APPROVED DATE R FE NC JS DATE BENCH MARK SCALE SPECIAL DUMCT APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. W As -BUILT •1 - -1/ QESflQK'suRYEYPT. Iwo Po? PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP ED WY CONTROL NET M _ ^ ^ // GRADING PLAN LOC471M* 2.5'CIrY OF ENCINITAS BRASS DISC IN 174E HORIZONTAL 1 = 20' DATE + BY: -m. .A 1d� BY: - 41.1 SEACREST WLLAGE - PHASE # 1021 I - G Q Ln SOV7HNEST CORNER OF A DRAINAGE INLET BOX AT THE NEST WE OF PARING LOT FOR OFFICE BUILDINGS ON THE SOUTH � 27232 � N SSE OF SAXONY PUCE 200 FEET NEST OF SAXONY ROAD N/A R.C.E. NO.+ DATE: 2/ 120 10 DATE: --� 211 SAXONY ROAD � Ln VERTICAL STUART PEACE ELEYATiAK 175189 QflIUAL. NAWBB EXP. 3-31-11 WORK PROJECT NO. ENCINITAS CA. 92024 CDP 06-102 SHEET 3 OF 9 Un � v Ot x Pm GC [7 SR01 rZT, :i - -1 �N TZT ix I > 4 7 j DO, E t E Aller �v ------ If (31 v _�A TC IT T U ij 71- _j T 3 4 TrIv, 6 n 7t- C,7 zo v v , E, Mzwk r To OuNry DIEGO- F Ll Row am DONAWWT NOZE Ur r OR WAA�AhD PUBLIC UTLIWY-OAND INODENTAL A, FOR STORM wATER POLLU77ON CONTROL PURPOSES, ALL 86--6-16159 0.R. K\ RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO Jv iZ yr- AREAS PRIOR TO COLLEC77ON AND x GRASS AND LANDSCAPE C DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNA TED POLLU77ON CONTROL SHALL FOR STORM WA 7ER IX NOT BE MODIFIED WTHOUT A PERMIT FROM THE CITY CRt zj! U "YPE k-4 C.P. -T I- v v I. if Wal 8186 )F Re --ff1)k-t:-A.V_?dENT TO-"COUNTY SAN DEW )76? PRI VA IF ROAA. WALKWA Y AND LAN0k,49' (SEE AIPVT PLANt-SWT fO211-,2II`---_ RFC filft FILE NO. 86-112859 Ok X APRk%, 14, 1 L 1. SAO FOR WALL OWRNN 10.0- 6"`P�4 2.0% MIN. H t t 554J'- 12 PVC 0 1.OX f HATCH INDICATES BUP LANDSCAPE 7REA TMEN T AREA TO BE PRI VA 7EL Y MAINTAINED AND NOT TO BE MODIFIED W774OUT A PERMIT FROM THE CITY (TYPICAL). SEE SRIB FOR WALL SUBDRAIN pm7m Sjw&jQff& 10.00' 6 P VC @ 2 OZ MIN. y SEC77ON B-B ON SHEET 3 FOR DETAILS 10"Pw 0 1.OX 1246 f" `718300 IE CURB INLE n!FE A CURB INLE 100 17 CLEANOUT POI --?Eff-56RSD 162 92 IF 12- D-J FF= 187.50 PRE-DRILLED 18ZLV7C STUB FOR WALL SUBDRAIN (AS NECESSARY) `­_1E 1565'- 6"PVC 0 2.OZ MIN. FAUIL FILTER FOR B#1P FURMSE WyPOSSIL L 'SIL FL 7R TO K#AWTAIAIED I M41111107ZAAC 196.84 TG C 0. -PER Sbi-103 A6 DOG. 371D 34 It FCP 48CI AWD AD4 TED (WALL 11-92'- 6"PVC 0 1.OX _X1 S TIN G LDCH TA G A WT SE MO,01 FIED WAIW C9Y tWIT I . 450,FING. IT MANIFOLD/HEADER R.D. 6" TO DUAL. J" BUILDING 69.48 MANIFOLD-CURB FACE Ox 1j.Z6tI"0PtV 0 1.OX 12'PtV 0 1. OUTLET & S1W II I , S7LWTOR-VZL IDRAIN UNDERDRAIN PER D-27, 4-Pvc 0 ix Am. (TYP.) C_ SIZE ON SIZE -PW 07 MZUI,[� (FF= 19 7 34) CROSS SECTION SU L_j -`14 10.00'- 6 102. 185.24 1E -12. 9'- 60 1.ox _ '18707 TG ---185.20 IE LATERAL LINES A/ 196.74 TG T 1,184'-60PVC 0 l.DZ7-- I� .. . i t OFING. _k 194.95 IE 0 1.0/. 9.71'- 6mPVC 0 1.OX III II D 22.5° F`ING. t_ 2250JI + j IE ---4-85.12 IE F - . : 'PIC 0 1.OX lE 6" T4 45 6 _0Q6 DEWYM SMM DETAL I TG + 25.5l'-6"PVC 0 1.0z F WEE- IT LANDSCAPE PRE 194.71 IF + IN Note:This is a typical cross section only. see structures,Section 2,or installation,Section 5,of the Drainage Handbook for specific 7REA TWEN T AREA 6*PVC 1.OX 184.70 IE lOw .5° PING.+ F7NG. installation guidelines. 1.0% R,62 JE 9Xr,- 60PVC 0 1.OX H 12 C, 19-96' A H lfrlt I_it _ - ioma. I I I __ (RU PVM T PVMT)+ `ZAS*AREA) W PVC 0 1.Ox 194.52 1E �4!fw�o C 0 J.ox Ar ", i EAAR 194.50 2Jl'- 6"PVC @ 1.0% F, 450FING 103 (AEERER QUIRED FB 4 FILTER FABRIC , 189.80 1E) Z + 1,84.19 IE rj + + + 1.5X S 20 10 0__ 20 40 A ;4*PVC 0 1X MIN. (TW.) if w U --�-R.D. CONNECT (TYPSI) + CLASS I OR 11 MA IAL) 15. TREEING(CtCkSS I OR 11 MATER r, PLACED AND SON SUITABLE -4-MIN `OPI2'-24.PIPE 'MIN IUCI -PIPE FOR UNDERGROUND ACCCRDANC WITH FOUNDATION =6 80 SCAU IN V_, T ItSTM W321 IN PIPE 7ONE --DEIDM& 51ISTSMTSEE + f7lifa SHEET IT I BACIRFILLREQUIRED AROUND 60 DIAMETER FITTINGS DETAILS 77#S 0 AND INCLUDING 36-HOPE PIPE MINIMUM HU'l-EXPNI(RIGIDPVMT) 12 FORUPT 24'EOFAD THROUGH 60 HOPE PIPE 1j.68'-6"FPW & 1.OX 18'T 8 6. IT MAXIMUM FILL HEIGHT LIMITED TO FFT ON'ER FITTINGS FOR STANDARD INS DNA ATIONS CONTACT 40.56'-8'PW 0 8% REPRESENTATIVE WHEN MAXIMUM FILLHEGHTS EXCEED�FT FOR INSTALLUAVI IN CONEDERATIONS 00 181505 FS �_Ti- T_- T + + 7 IF Pw TL WIPE 0 - - I I g� - A"' Nt AM -103 _T_Oble 1: Filters Quick Sizing Tabi -::v 12'P �111tive_p Ic AP ix W A (T)IP 0.2 in/hr Uniform Intensity Approach) < 17-,f-7J IE�- (Western Zone. 1.jx 40Pw 0 ix 77 IF C Recommended Commercial 1_87.57_70 0 + IT:IIE- f05.14%TE F I Wailable r-Itterms Box Sizes Contributing Drainage Area(acres) outlet pipe ++ `f7: CD + A.9 + (feet) wtwre C 0.81 ? 1 0 -K 4X4 up to 0,22 7- 44� - 4-SER-35 PVC C) + C 0 �\j 3x8 or ft 1096 If 3 0.23 to 0-33 C SDR-35 PVC A 18.117 IL < 4" SDR-35 K 41 or 6.5x4 0,23 to 0,35 28.71'-6*PvWC 0 v V11M.,` 1 0 w TWO ZRA WITS FO 1 ox 26.99'- Cn I IT 71 -12'PVC 0 1.OX - ----- 0 4x8 or W 4I36 to GA4 4" SDR-35 PVC 0N 111VIN PO. P r -5J' J 750'-12"PVC 0 J5.8X 13.9J'-120PVC 0 1.OX MAIN TA RT-, "GC; I::- \7 Standard Sx6 ID 0,45 to 0,49 4"SDR-35 PVC 03 16.71'-6NPVC 0 1,OX T .......... *PW 0 1. 16.55'-6vPVC 0 1.0% -6*PVC 0 1. 0 17J9'-12"PVC 0 1.0Z 24.59' AMC- 2D10- ! I ; I T r W or fts 0,50 to OIGS 4"SDR-35 PVC #Fi MO MALL NOT B 6.98'-60PVC 0 1.0% EXISTING GARDEN z4t-- Cl) z -- 5x10 or 10x6 0.66 to 0.82 6" SDR-35 PVC WI CITY f ri 110 COUR T BUILDING 6xl2orIII24 4183 to 0-98 VI SDR-35 WC 0 IT III , Ai I , 1\4 T ,I) OFESS/ DESIGNER. z < N.H. fl� II-_ No. 272 2 DRAWN: Lij :�:! Exp. 3-3 -11 STUART ENGINEERING IR L.LJ 0 7525 METYOPOLITAN DRIVE STE. 308 DA 7E., SAN DIEGO, CA 92108 (619) 296-1010 7--OF FAX (619) 296-9276EMAIL:SE@stuortengineering.com JOB NO 1:1-12-08 C) 0 343-08-18 z LLJ GNED By 1 DRAR Q�Er) BY APPROVALS CA-17Y C:>F EENCANITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. Li L GO REFERENCEJ DATE BENCH MARK SCALE SPECIAL DISTRICT E=F= REVISIONS APPROVED DATE I JR I AS -541ILT 129ft DESM770N.,SURPEY PT 11026 FLcR aTY OF E74CIN17AS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPRpv D r\ A STORM DRAIN PLAN � SURVEY CON7ROL NET)IM BY. J_ ) SEACREST WLLAGE - PHASE # < d) LOCA 770111 25'OTY OF DVaNITAS BRASS DISC IN THE HORIZONTAL 1 20' DATE BY: 1021 1 - C S0U7HNEST CORNER OF A DRAINAGE INLET BOX AT THE NEST F D N SIDE OF PARKING LOT FOR OMCE BUILDINGS ON 7HE SOUTH NIA R.C.E. NO., 272.32 SAXONY PLACE 200 FEET NEST OF SAX1VY ROAD. DATE: 2-1111 zal DATE: Z�/ C 211 SUONY ROAD L0 SIDE VERTICAL STUART PEACE Exp. WORK PROJECT NO. IIENaNma CA. 92024 CDP 06-102 SHEET 4 OF 9 Cf) r-IIIIII. ELEVA 770N. 175189 DATUM. NA W88 1 Cyr — -- -_ ONS7RUC770N ENTRANCE TO - EROSION CON L OF GRAVEL BAGS 174E WORK _AREA SHALL BE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PAM FERRIS AT 760-632-0081 (PHONE NUMBER), 3 ROWS TT _ - OR FIBER ROLL: I - - 24 HOURS A DAY. I ov - --- - — _ _ -- - -- _ ; DETAIL sr>EEr 2 rm —_ --T — — — = - - ( )- - - _ -- -- - - A °v�° Bar n€r S -- ,�/ _.. _LOCATION ,SAS BE __ - 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 77MES DURING \� / DETERMINED BY CQNTRACI 7HE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON - - _ - _._ - T LOCA77ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY �- ._ _ - =--- -- ."- =- - - -- - — - - - -_: BASED UPON PHASING. Sl7E ON OCTOBER 1 AT CONVENIENT s'1^ 4 : DEVICES WHEN RAIN IS IMMINENT SEC110N B B � �- .; b PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. Lo— %�`' CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 774E rRADT1 SA77SFAC77ON OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY M TANCES _ ,..,, _� . . _ THE CITY ENGINEER DUE TO AN INCOMPLE7£ GRADING OPERATION OR UNFORESEEN CIRCU S r. ,a 7C - - - - - WHICH MAY ARISE- t i - 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU77ONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHEN IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. - 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE a i \ ` L .� � INCORPORATED HEREON. �_ v 'CONSTRUCTION ENTRANCE 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT ED 774E CONCLUSION OF EACH WORK DAY. a i it i 1 I { I x PER DETAIL THIS SHEET r, I i - - - - 9. ALL REMOVABLE P��CT'VE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY N DAY RAIN l FORECAST EXCEEDS FORTY PERCENT ILT AND OTHER DEBRIS 3H L BE REMOVED AFTER EACH RAINFALL. z T 0 ri GRAVEL BAGS AROUND AREA DRAINS r 10. SHOULD GERMINA77ON OF HYDRO-SEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED I SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED WI7H PUNCHED NO SCALE c 71 20 10 0 20 40 STRAW INSTALLED IN ACCORDANCE WITH SEC77ON 35.023 OF THE EROSION AND SEDIMENT CON7ROL INLET PROTECTION PER I HANDBOOK OF THE STATE OF CALIFORNIA DEPARTMENT OF CONSERVA770N. DETAIL THIS SHEET TYP. II ( ) I SCALE IN FEET HYDRO-SEED R/W CL RI'f' SILT FENCE OR FIBER ROLL PER DETAIL SHEET 2 (T1R) II \\ -`ALL STORM DRAIN INLETS SHALL 1. HYDRO-SEEDING SHALL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO 5' 3 3 5' BE PROTECTED FROM VER77CAL) OR STEEPER WHEN THEY ARE: fi - II l II II - S!LTIDEBRIS DURING ) A. THREE N HEIGHT l CONSTRUCTION (TYP. AREAS. REE FEET OR MORE N FILL A ! B. 5 FEET OR MORE IN HEIGHT IN CUT AREAS, UNLESS SLOPE IS NOT SUBJECT TO EROSION DUE 2 BAGS TO 7HE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY 7HE CITY ENGINEER. HIGH u : 11 ----- II �o " o 1 1 i F O I I I 2. IRRIGATION SHALL MAINTAIN 774E MOISTURE LEVEL OF 174E SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDRO-SEEDED GROWTH. I I i J. HYDRO-SEEDING MIX SHALL CONSIST OF ALL 7HE FOLLOWING: v I A. SEED MIX SHALL CONSIST OF NO LESS THAN. . X "' } I ` 'i 2 BAGS -- - _ f HIGH Y \ _ _-- --- _ _,- , l _ -J x A 20 LBS PER ACRE OF ROSE CLOVER - , - - ! ' I - BS PER ACRE OF E�SCHOOL CALIFORNICA o' o 4 _ , J J RE OF ACHILLEA MILLEFOLIA II Y C 3 LB E. 3 LBS. PER ACRE OF ALYSSUM (CARPET OF SNOW) Kf _ - j I --�� _ . _ =�J-- °~ - " 7 �� '1 F. 112 LB. PER ACRE OF DIMORPHOLECA G ITEMS C, D, E, AND F OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS GRAVEL BAGS AROUND INLETS ® SUMP - IS NOT VISIBLE FROM E1774ER A PUBLIC NO SCALE STREET OR RESIDEN77AL S7RUC7URES.ED //(� W IS � VI _ H. ITEM A OF THIS SUBSEC7ION MUST BE INOCULATED W77H A NI7ROGEN FIXING BACTERIA AND APPLIED DRY EI7HER BY DRILLING OR BROADCAS77NG BEFORE HYDRO-SEEDING. ALL SEED MATERIALS SHALL BE 7RANSPOR7ED TO THE JOB-SITE IN UNOPENED L l� CER77FICA77ON TAG ATTACHED OR PRINTED ON SAID CONTAINERS AGRICULTURE STRIP w CALIFORNIA D FLEXIBLE RUBBER I - 4 ABOVE GRADE f =.- - ALE TS SHALL _ ✓. NON PHYTO TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDRO SEED p - -- 11LL STORM DRAIN CONSTRUO7WN ,ENTRANCE T-0 : : _ - BE PROTE7E6-'F_ROM - - - SLURRY AT THE DISCRE77ON OF THE CONTRACTOR. 7HE WORK. AREA SHALL BE SILTIMMS'DURING- 4 -INSTALLED ER DETAIL THIS _ _ __ B. TYPE 1 MULCH APPLIED AT 774E RA IF OF NO LESS 7HAN 2,000 LBS. PER ACRE. TYPE 6 MULCH PGA Sp' J - - CON57RUC77QN (TYP.) _ �F Po MAN SHEET OR, _,7HER AS j 4_ STRAW MAY BE SUBS711UIED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN O _y _ - - - - --- _ ( ) 5J �0 APPROVEd: BY THE EOW. 4 _, -_N -- --- : STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50 :: s`.;e°°ee e LOCATION HALL BE '1. ; _ _ _ - X OF THE SIRAW INTO THE SOIL. WD TH -- _ - OF ROAD N r - DEIERMIN BY CONTRACTOR ' _. `_..-. � ��� �-_ _ _ i;____ ��, °`,°. _- - - BASED UP N PHASING Q - -- `� n - - -- -- - - PHOSPHATE SULFA 16-20- W77H 15% SULFUR APPLIED NATIVE 0 1971 - _ C. FER77LIZER CONSIS77NG OF AMMONIUM TE, 0, - _ — - -- _ _ _ - AT THE RATE OF 500 LBS PER ACRE. FILTER FABRIC M/N 195`19b COARSE AGGRRGATE >- - V 193 = 4. AREAS TO BE HYDRO-SEEDED SHALL BE PREPARED PRIOR TO HYDRO-SEEDING BY* 114" TO 3" - ._ _ A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF CD ---- - - - e —�O A. TRACK WALKING SLOPES STEEPER 7HAN 6: 1. IN COURSE (HICK 1Y� r0 Jo AGGREGATE w , f B. RIPPING AREAS THAT WILL NOT BREAK UP USING 17EM "A" ABOVE. 6°M CO N ° - E� l B FOR PLANANG BY ; p. s,:: a; 1 ;:„s„r;;, ; „„ I VNLEt PROTECTION PER CONDITIONING THE SOIL SO THAT IT IS SUITABLE =.rx°=°� x~.-x.,~# -x- x x.x'x'x°{ FLIER FABRIC Dt'T*L THIS SHEET (TYP.) JS,� 'v A. ADJUS77NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT NATIVE z WOODEN STAKE, SATURA7ED SEED BED. I Q j ! ! 2' - 5' B. THE ADD177ON OF SOIL AMENDMENTS PH ADJUSTMENT, LEACHING OR COVERING (n WOODEN STAKE 25 FILTER FABRIC SALINE SOILS TO PROVIDE VIABLE COND177ONS FOR GROWTH STABILIZED CONSTRUCTION ENTRANCE EXIT Q-, #=I 2.5 FILTER FABRIC 5. HYDRO-SEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH NO SCALE N ! I / TOP OF FLOW UN77L 774E PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE FLOW // // SLOPE HYDRO-SEEDING IS THE PERMANENT LANDSCAPING, UN77L 7HE PROJECT IS ��O COMPLETED AND ALL SECURITY RELEASED. � x�/ / / /� /�. TOE OF SLOPE 6"X6" TRENCH 6”X6” TRENCH ��� K17H TAMPED WITH TAMPED BACKFILL BACKFILL ��/� U` z 4 .q v�F DESIGNER: — Q N.H. � � TYPICAL SECTION FOR SIL T FENCE TYPICAL SECTION FOR SIL T FENCE ce No. 27232 � DRAWN: LL I J * Exp. 3-31-11 * STUART ENGINEERING JR L,J O NO SCALE NO SCALE �y �P z 7525 METROPOLITAN DRIVE S7E Da7E of CA��F SAN DIEGO, CA 92108 (619) 296-1010 11-12-08 (-( n FAX (619) 296-9276 EMAIL:SE@stuortengineering.com JOB NO.: V O 343-08-18 z 41' 177 4 REVISIONS APPROVED DATE R FER NC S DATE BENCH MARK SCALE SPECIAL DISTRICT A.N. P. APPROVALS CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING N0. w w S B /L ?,�,° - -/ DESCRP7 70N•SURVEY PT. 11026 PER OTYOFENaN1TAS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APP EROSIO N CaV7Ra PLAN ~ � SURVEY CONTROL NETNORK LOCA770N.• 2.5°CITY OF ENCINITAS BRASS DISC IN 7HE HORIZONTAL 1"= 20° DATE ; ° �/� BY: BY: �` SEACREST VILLAGE - PHASE Il 10211 - G Q Lo SOUTHNEST CORNER OF A DRAINAGE INLET BOX AT TH£ NEST IF SIDE OF PARKING LOT FOR OMCE BUILDINGS ON THE SOUTH G� R.C.E. NO.: 27232 Z/11/Z v 0 Z /I 211 SAXONY ROAD SID£ OF SAXONY PLACE, 200 FEET NEST OF SAXONY ROAD. VERTICAL N/A DATE: DATE: EIEYADON: 175.189 DAMM.,. NAVDBB STUART PEACE EXP. 3-31-11 WORK PROJECT NO. ENCINITAS, CA. 92024 CDP 06-102 SHEET 5 OF 9 (� EXISTING T 1IPORAi Y SI 01RINCx GENERAL OTES GRADE LAGGING 11. WHERE NO TAT#fir DETAILS ARE SHOM OR NOTED FOR ANY PART OF THE SHAL SAME . is PER WOW THE DETAILS USED #. �!= THE A$ FOR OTHER SIMILAR PLAN PROVIDED THAT PRIOR APPROVAL 18 OBTAINED FROM THE ENGINEER. LU - i 2. T14E DESIGN 16 BASED ON T14E 2001 CALIFORNIA BUILDING CEDE AND T14E STATE OF ry CALIFORNIA TRENCHING 4 SHORING MA# IAL JANUARY # PAG B 10-# TO 10-42 K- 2 SACK MIX GALTRANS SHORING DESIGN GUIDE IS USED AS A RESOURCE REFERENCE. �#MUM BETWEEN SURCHARGE OF 215 PSF WAS BEEN USED IN THIS ENSIGN TO AOMW FOR NOWAY.. EXCAVATION AND TRAFFIC LOADING. DRILL EQUIPMENT, CRANES, STOCKPILING, ETC SHALL BE SET LING AGG , TYP. I EMBEDMENT BACK A MINIMUM OF TEN FEET FROM THE BACK OF LAGGING. `a,., • 1 f F y LEEAN 1! ELEVATION PER S2HEDULE NOT A PERMANENT T T1 L G tCR POSED WALL A 3. TEMPORARY IN A CON T PART OF THE MEANS AND METHOD O F S - PER NOTES ELEMENT OF THE WALL. IT 18 GENERALLY UNDETOOD THAT THE WALL FOUNDATION I 3 I• AND STRUCTURAL SYSTEM, WHEN IN PLACE, ARE DESIGNED TO SUPPORT RETAINED # II BOTTOM OF EARTH AND SURCHARGE LOAD$ IN ADDITION TO ALL OTHER APPLICABLE BUILDING FOOTING LOADS PRESCRIBED BY THE BUILDING CODE. (� IT-i V $O CRITERIA lu I y 1. ILGE HN#CAL REPORT BY: HELENSCHMIDT GEOTECH 0 �, SBAD, CA �. ® 33 t a NUMB r A,w , $ 1 _ 2 PROJECT NUMBER. D! a 3. REPORT DATED= JANUARY I8, - LE E � I AL A�rY 2. d RETE 6144 � RIM yq. 1 2 ADDENDB: JULY 10, 2W5 - - - PER NOTES •. - _. ,. - SW-1 - -t SOLDIER BEAM L 41 SO PARAMETERS. ACTIVE PRESSURE: 40 PCF PER PLAN IF a PASSIVE PRESSURE: 350 PCF d �I MAX PASSIVE: 3500 PCF u:I - � vTRUCTURAL STEEL I. STRUCTURAL STEEL SHALL COMPLY WITH ASTM A'392 (FY=5 I). ® 2. MATERS IALS AND r F MA1 � ##F' L G�LY WITH AISC "SPECIFICATION FOR T1 Dlvrt, FABRICATION Ate cT11 OF STRUCTURAL DEL FOR sUIt..D ,V T.W. a 19'1.21 ADJACENT T t` I O A �r 01 RING FLAN CAISSON PER SCHED. . GONC TE T.W.= FOUNDATION FCC (f'c - PER NOTE$) 1. CONCRETE WORK $HALL CONFORM TO THE "REG UIREMENTS FOR RE ED RETAINING WALL #9'I,Ox --= OR 3-SACK SOIL SLURRY CONCRETE" (ACI 318) AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR PER PLAN (WHERE OCCURS) m' 2' 4' e' I ' BUILDINGS' (ACI 301), LATEST APPROVED EDITIONS WITH MODIFICATIONS AS NOTED IN (N.T.$.) SCALE: 1/8 • P-0' THESE DRAWINGS AND SP'ECFICATIONS. T.W. = 192.51 2. CONTINUOUS INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REWIRED FOR ALL F CONCRETE RETAINING WALL L: 190.01 CONCRETE). � fis PSI OR GRATER (NOT REQUIRED FOR LEAN t MR RPLAN n, TYPICAL gANTL,EVER SEGTIQN 1L .. 3. CONCRETE STRENGTH$: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE SOLDIER EsEAi1 ARE MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATE$ SHOWN ARE T# r i; SLOPE CUT TO PER PLAN FACILITATE WALL MAXIMUM 61ZE (INCHES) AND THE SLUMP SAO 1,%1N 1$ THE MAXIMUM (INCHES). LOCAL INSTALLATION - TEMPORARY SWORi1 G SOLDIER BEAM SCHEDULE 5. CSI ITEM OF CONSTRUCTION STRENGTH AC<AWZGATE SLUMP DEEPENED RETAINED EXCAVATION FOR EXTENTS OF MASS SOLDIER BEAM CUT LENGTH EMBED. LENGTH TOTAL LENGTH CAISSON m EMBEDMENT PRESSURE ------------------------------------- ----------------------- FOOTOR EXCAVATION BEAM MANIC. SIZE ( FT. ) ( FT. ) l FT. ) l IN. ) ELEVATION A. CAISSON 2,500 PSI 1 4 TREATED 3x12 -' Al THRU � Wl(ox3l 1.0' 13' 20'-0" 24" 19 LAGGINCs 0.0' p TIMBER 1. ALL LUMBER $HALL BE DOUGLAS FrR/LARCH (NORTH) AND SHALL BE GRADE MARKED BI THRU W16x3I 7.0' 13' 20'-I?J" 24" 190.0' o d 02 OR BETTER. LAGGING 1$ TO BE PRE TREATED. EXCAVATION CRO OTlON CN,.T.5 _ _ , � GI TWIG G3 WISX46 10.0' 16' 26'-0" 24" 181.0' rx�l � l C_•ST# ZTt2i PROC e --1-SOLDIER BEAM 1. SOLDIER BEAM CONSTRUCTION: a / PER PLAN 1.1 LAY-OUT AND DRILL THE HOLE DIAMETER AND DEPTH AS INDICATED IN THE r 4 i� DRAWINGS. E.L. = ' 1.2 PLACE THE SOLDIER BEAM APPROXIMATELY IN THE CENTER OF THE HOLE. 191.0 ± U 1 1.3 PLACE STRUCTURAL CONCRETE PER NOTES FROM THE BOTTOM OF THE HOLE TO Cl CZ C3 } THE BOTTOM' OF THE PROPOSED EXCAVATION. . SOLDIER BEAM ZLEAN 2 SACK MIX 1.4 PLACE LEAN CONCRETE (1 SACK MIX) FROM THE BOTTOM OF THE PROPOSED E•L. = E.L. _ - - - _ PER SCHED. CONCRET r BETWEEN EXCAVATION TO EXISTING GRADE. 191,01 + 19�.,?�' ± EXCAVATION AND SOLDIER BEAM B EXSTG. GRADE I, - LAGGING, TYP. 2. LAGGING PLACEMENT: Al' Q PER SGHED. Bl B2 SOLDIER BEAM BEYOND ? _ 2.1 INSTALL LAGGING AND BACICFILL IN 4' MAXIMUM INCREMENTS. c� PER SCHED. - - 2.2 PRIOR TO EXCAVATING THE NEXT INCREMENT OF CUT, THE LAGGING MUST BE -� 1 - -- -- - - - - I - -- I 1 1 I COMPLETELY INSTALLED INSURING BEARI BETWEEN THE GUT SOIL ¢ I ap , TYPICAL LAGGING PETAIL � � EXSTG. GRADE I I EXSTG. GRADE } 10 - LAGGING, BY COMPACTING SAND BEHIND THE LAGGING.check �" 1 1 1 WOOD LADING 2.3 GAPS BETWEEN LAGGING NOT TO EXCEED 11/2 MAXIMUM, PACK GAPS WITH 2 BEYOND 1 BEYOND I CQ ± 1 } @. } I' II I II II SACK SLURRY MIX. � I PER DETAIL Underground Service Alert I 1 I WOOD LAGGING I 1 1 WOOD LAGGING I, I L, L, I LI I 1 11 I II' I ll' I 1 I 3. EXCAVATION MONITORING: C!} -I; PER DETAIL _I' I 7 I PER DETAIL fail TOLL FRET: (J- r r j j I I 3.1 THE TOPS OF THE SOLDIER BEAMS SHOULD BE SURVEYED PRIOR TO I I � ON CAISSON 1°800 EXCAVATION AND THAT THE TAPS OF THE SOLDIER BEAMS SHOULD BE ^ 1 1 1 I I PER SGHED. 422-4133 SURVEYED ON A WEEKLY BASIS UNTIL THE FOUNDATION 1$ COMPLETE CONC. CAISSON CONC. CAIS$QN ! INFORM SHORING ENGINEER IF ANY TIP DISPLACEMENT EXCEEDS i/2". Q I 1 1 PER c1CHED. 1 1 1 PER SCHED, 1 I I WORKING DAYS BEFORE YOU DIG a NOTE : TWO WQ 1 I I „_1= „_1- „.1= l _r _I_ ALL EXCAVATIONS FOR DRILLED PIERS MUST BE INSPECTED BY A REPRESENTATIVE OF HELENSCHMIDT GEOTECHNICAL, INC. PRIOR TO 4 q , I ELEVATION /° PLACEMENT OF STEEL REINFORCEMENT AND CONCRETE. g" DACE: 07-2-209 � (( L VAT I OI`� ° A ELEVATION ° C � ALL EXCAVATIONS MADE FOR INSTALLATION OF TEMPORARY SHORING M Kom. 08-10-2009 Q MUST BE CONTINUOUSLY INSPECTED BY A REPRESENTATIVE OF = C+ TA►°�T$ eT 0131}34_ �) -. PROFESSIONAL ENGINEERS DESM Olt AJ. 0' 2' 4' 8' I6' 0' 2' 4' 8' I' 0' 2' 4' 8' 16' 14ELENSCHMIDT GEOTECHNICAL, INC. -- � PER GEOTECHNICAL ENGINEER'S REVIEW THE CUT ENDS OF THE =� �stic�>i �` ,> =MOM tea,a caLr�A oxA'Im ®r' A.J. Q SCALE: t/s" r-m' SCALE: vs" = i -rv' SCALE: v8" = r-m° TIMBER LAGGING NEED TO BE "TREATED WITH AS SUITABLE ""A of C A�l �"� ' ° D°�" D R.H.F..110 11 PRESERVATIVE TO PREVENT ROT". J REVISIONS approved date references date BENCH MMK SCALE SPECIAL L TRCT � AJ APMOVALS C 1TY C? E N5 j,-j T'A engineering services d e a r t m e n t PLAN CHECK CORRECTIONS 8- 10-09 DESCRIPTION: SURVEY PT./1026 PER CITY OF ENCINITAS plans prepared under supervision of recommended appM%,_ drOW In no.a�i SURVEY CONTROL NETWORK TEMPORARY SNORING PLAM 9 W S ' �UlL " 7 02 09 /� I / / /OCL ATION: 2.5 CITY OF ENCINITAS BRASS DISC IN THE horizontal N.T.S. R date �� by. by: SEA LREST VILLAGE - PHA SE I/ �0211-G �Sc\� SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE 18269 SIDE OF PARKING LOT FOR OFFICE BUILDINGS ON THE SOUTH r.c.e. no. date: 2-111/ ZO 0 D 291 SAXONY ROAD SIDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY RD. vertical N.T.S. and Flores date: -? 1 ELEVATION:175.189 DATUM: NAVD88 Engineer of Work exp. 6-JO- work project no. ENCINITAS, C.A. 92024 cdp sheet 6 of Ll� � 'ENERAL NOTES REINFORCIN-Cm STEEL RONFORCED CONCRETE THE FOLLOWING GENERAL NOTES ARE A SUMMARY OF THE SPECIFICATIONS FOR THE CONVENIENCE OF THE I. ALL CONCRETE WORK SHALL STRUCTURAL TO THE "REQUIREMENTS FOR REINFORCED CONCRETE" OV D CONTRACTOR. REFER TO THE SPECIFICATIONS AND ALL OTHER CONTRACT DOCUMENTS FOR ALL L DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 1 OF AMERICAN CONCRETE AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BIIILDtNGS" IACI 30U, LATEST APPROVED INSTITUTE" 318 UNLESS OTHERWISE NOTED. REINFORCING STEEL DETAILING, BENDING AND PLACING SHALL BE EDITIONS, WITH MODIFICATIONS AS NOTED IN THE DRAWINGS, SPECIFICATIONS, AND TITLE 24. REQUIREMENTS. IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", (SENERA� LATEST EDITION. 2. ALL REINFORCING DETAILING SHALL CONFORM TO THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND NOTIFY THE ARCHITECT 2. WELDING OF REINFORCING STEEL, IF PERMITTED BY THE STRUCTURAL ENGINEER, SHALL BE IN ACCORDANCE OF STANDARD PRACTICE"LATEST EDITION. IMMEDIATELY OF ANY DISCREPANCIES FOUND. WITH THE "STRUCTURAL WELDING CODE - REINFORCING STEEL" OF THE AMERICAN WELDING SOCIETY, AWS 3. CONTINUOUS INSPECTION BY AN APPROVED INSPECTOR IS REQUIRED FOR ALL STRUCTURAL REINFORCED 2. SPECIFIC CODES AND DETAILS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES AND THE TYP. 01-4, AND SHALL BE PERFORMED BY WELDERS QUALIFIED UNDER THE PROCEDURES CONTAINED THEREIN. CONCRETE WORK. DETAILS ON 5-3 IN CASE OF CONFLICT. NOTIFY ENGINEER FOR CLARIFICATION. 3. ALL REINFORCING STEEL SHOT' DRAWINGS SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER AND THE 4. CONCRETE STRENGTHS: THE CONCRETE STRENGTHS SHOWN IN THE FOLLOWING TABLE ARE MINIMUM 3. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK, THE DETAILS USED ARCHITECT PRIOR TO FABRICATION. COMPRESSIVE STRENGTH AT 28 DAYS, THE AGGREGATES SHOWN ARE THE MAXIMUM SIZE (INCHES) AND THE SHALL BE THE SAME AS FOR OTHER SIMILAR WORK, PRVIDED THAT PRIOR APPROVAL IS OBTAINED FROM \� 4. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 FOR N0.4 AND LARGER, OTHERNISE SLUMP SHOWN IS THE MAXIMUM (INCHES). THE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE THE ARCHITECT OR ENGINEER. VVV GRADE 40. WELDED REINFORCING WHERE ROPORTIONAL AS REQUIRED IN G.C.R. TITLE 24, SECTION 1905A. ERE PERMITTED SHALL CONFORM TO A5TM 106, OR A VERIFIED AND 2 FOR EITHER METHOD A, B, OR G. 4. THE DESIGN 15 BASED ON TITLE 24, CODE OF REGULATIONS (G.C.R.) 2001 EDITION. APPROVED EQUIVALENT. ITEM OF CONSTRICTION (145 P.C.F. AVG,) STRENGTH AGGREGATE SLUMP 5. NEITHER THE OWNER NOR THE ARCHITECT WILL ENFORCE SAFETY MEASURES OR REGULATIONS. THE 5. WALLS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. A. FOUNDATION SYSTEM 3000 PSI 1112u 411 CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORNG AND \` 6. SPACER TIES: PROVIDE A MINIMUM OF "3 TIES AT 24 INCHES IN ALL BEAMS AND FOOTINGS. B. RETAINING WALLS 3 000 PSI in 4" BRACING, AND SHALL BE 50LELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL V SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. V 1. SPLICE CONTINUOUS REINFORCING 48 DIAMETERS IN ACCORDANCE WITH THE TYPICAL DETAILS 11, 12 ON 5, ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 FOR NO. 4 AND LARGER, OTHERWISE v SHEET 5-3, STAGGER SPLICE ALL REINFORCING. GRADE 40. FOUNDA MONS: 8. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF "BAR SUPPORT 6. MINIMUM PROTECTIVE CONCRETE COVERAGE OF REINFORCING: 1. THE ALLOWABLE SOIL BEARING PRESSURE FOR PROPERLY COMPACTED FILL -- 3000 PSF FOR SPECIFICATION" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). A. ON EARTH SIDE WHEN PLACED AGAINST EARTH...........................3 IN. CONTINUOUS FOOTINGS. FOOTINGS SHALL EXTEND A MINIMUM DEPTH OF 24" BELOW LOWEST ADJACENT B. ON EARTH SIDE WHEN FORMED........................ ......... 2 IN. SUBGRADE AND INTO COMPETENT FORMATIONAL MATERIAL, AND/ OR EWGINEERED FILL SOILS DERIVED ............ ......... S. ALL REINFORCING STEEL AND OTHER EMBEDDED ITEMS SHALL BE SECURELY HELD IN POSITION AND C. EXTERIOR WALL STEEL ABOVE GRADE FROM THE FORMATIONAL MATERIAL SHALL BE INSPECTED PRIOR TO PLACING CONCRETE AND OR GROUT. C.I. 05 E SMALLER...................................-....................... 1 1/2 IN. 2. AN EXPLORATION OF THE SOILS UNDERLYING TH15 SITE WAS MADE BY HELENSCHMIDT GEOTECHNICAL, INC. G.2. Vo d LARGER ......... ............................................ 2 IN. 1) "GEOTECHNICAL INVESTIGATION FOR SEACREST VILLAGE MASTER PLAN", 211 AND 345 SAXONY RD. 10. NO FIELD BENDING OF REINFORCEMENT WILL BE PERMITTED UNLESS APPROVED BY THE ENGINEER. D. INTERIOR WALL STEEL AND SUPPORTED SLABS............................. 3/4 IN. ENCINITAS CALIFORNIA, DATED JANUARY 18, 2006 1. WALLS SHALL BE DOWELED FROM SUPPORTS WITH BARS OF THE SAME SIZE AND SPACING. a. "UPDATED SEISMIC CRITERIA AND GEOTECHNICAL RECOMMENDATION' DATED APRIL 23, 2009 b. "SEISMIC LATERAL EARTH PRESSURES FOR RETAINING WALLS" DATED JULY 10, 2009 � � �� 8. REFER TO THE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS OF PIPES, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE INFORMATION CONTAINED BEFORE COMMENCING ANY SPECOAL DUCTS, VENTS AND SIMILAR OPENINGS. SPECIAL INSPECTION BY SPECIAL INSPECTORS SATISFACTORY TO THE BUILDING OFFICIAL 16 REQ UI RED F OR TH E 9. REINFORC IN G, A NCHO R BOL TS AND A LL OT HER EMBEDDED ITEMS SH ALL BE SE CU REL Y H ELD IN POSITION 3. FOOTING ELEVATIONS SHOWN ARE FOR INFORMATION PURPOSES ONLY AND ARE ASSUMED TO BE IN FOLLOWING TYPES OF WORK IN CONFORMANCE WITH THE "CALIFORNIA BUILDING CODE" AND SHALL BE INSPECTED PRIOR TO PLACING CONCRETE. SUITABLE BEARING MATERIALS. THE ACTUAL ADEQUACY OF THE BEARING MATERIAL SHALL BE DETERMINED BY A REPRESENTATIVE OF HELENSCHMfDT GEOTECHNICALi INC. PRIOR TO PLACING OF 1. CONCRETE - SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: 10. CHAMFER: 3/4" ON ALL EXPOSED CORNERS. REINFORCING OR POURING OF CONCRETE, AND FOOTING ELEVATIONS SHALL BE ADJUSTED, OR OTHER A. CONCRETE DESIGN STRENGTH AS SPECIFIED PER REINFORCED CONCRETE NOTE 04 REMEDIAL ACTION TAKEN, AS DIRECTED BY THIS REPRESENTATIVE AND APPROVED BY THE STRUCTURAL B. CONCRETE PLACEMENT: DURING THE TAKING OF TEST SPECIMENS AND PLACING OF REINFORCED 11, ALL ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACING CONCRETE. ENGINEER, CONCRETE AND PNEUMATICALLY PLACED CONCRETE. G. BOLTS INSTALLED IN CONCRETE: SPECIAL INSPECTION 15 REQUIRED PRIOR AND DURING THE 12. NO FIELD BENDING OF REINFORCEMENT WILL BE PERMITTED UNLESS APPROVED BY THE ENGINEER. 4. ALL ANCHORS AND DOWELS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR FOUNDATION INSPECTION. INSTALLATION OF THE BOLTS AND PLACING OF THE CONCRETE AROUND SUCH BOLTS. D. REINFORCING STEEL: DURING THE PLACING OF REINFORCING STEEL FOR ALL CONCRETE. DESIGN GRPTEMA 2. WELDING - SPECIAL INSPECTION 15 REQUIRED FOR THE FOLLOWING: I. "CALIFORNIA CODE fCxtILATlONS" A. DURING ALL STRUCTURAL WELDING REINFORCING STEEL. TITLE 24, 2001 EDITION AND STANDARDS REFERENCED THEREIN. 3. GRADING EXCAVATIONS ,(4+Ip FILLING PER SEC, 1101A.413 2. DESIGN LOADS: A. LIVE LOADS S� �@��` 9� Rgg'D BY S.EMO� 47021 OF THE CAW RAMPS. ................................................................. 100 PSF (REDUCIBLE) -- B. 1. THE DESIGN PROFESSIONAL RESPONSIBLE FOR THE STRUCTURAL DESIGN SHALL SUBMIT A STATEMENT IN TOP OF WALL EQUIVALENT FLUID PRESSURE (IN PCF) WRITING TO THE CITY OF ENCINITAS, STATING THAT DURING THE CONSTRICTION OF THIS STRUCTURE, SITE RESTRICTION VISIT$ HAVE BEEN PERFORMED TO OBSERVE GENERAL COMPLIANCE WITH THE APPROVED STRUCTURAL LEVEL BA,CKFILL SLOPING GROUND * 2:1 (H:V) PLANS, SPECIFICATIONS AND CHANGE ORDERS. FURTHER, THE STATEMENT SHALL, IN DETAIL, NOTE HOW ANY DEFICIENCIES HAVE BEEN CORRECTED. FREE TO DEFLECT 40 2. AT A MINIMUM, ALL T14E STRUCTURES REQUIRE SITE OBSERVATIONS BEFORE THE FOLLOWING HAS BEEN C. ALLOWABLE PASSIVE RESISTANCEJEQUIVALENT FLUID WEIGHT (PCF) STARTED: A. PRIOR OF POURING T14E INITIAL FOOTINGS AND RETAINING WALLS. GROUND CONDITIONS PROPERLY GGI IPACTED FILL B. DURING THE START OF ERECTION OF THE ROUGH STRUCTURE. LEVEL GROUND 35i DESCENDING SLOPING 100 Q GROUND (2:1) D. ALLOWABLE FRICTION COEFFICIENTS �C3 GROUND CONDITIONS PROPERLY COMPACTED FILL '°\ BASE FRICTION AND 05 PASSIVE RESISTANCE CXD .u#lfiXliNitlHNiryMry � �, 5 s t� �+ - C T `Bi 08113 (� +�wr�Feeemu�wt �N�ir art er R H ' .f- " F er M H. (� 13lAF1CfDBAL urea p�ssr RMS. r @ r �14i1ipFlM1tN1 Ntt refer n s dote REVISIONS aT2proved date BENC:M MAtdC ,ALE SPEC1AL L?Il 'f AFPVAi,,., T W= eN IT engineering services department , drowing no. ;>. AS - SU/LZ DE PTION: SURVEY PT.JI016 PER CITY OF €NCINITAS plans prepared under supervision of recommended app d COVER SHEET W/ NO TES (yd I[ CONTROL NETWORK Ro . on d . Hares dote 1 702 R9 b)r by: SEA CRES T 11/L L A CE !- PHASE 17 � OL CATI.ON: 2.5" CITY OF ENCtidiTAS BRASS DISC IN THE horizontal SOUT14WEST CORNER OF A DRAINAGE INLET BOX AT THE SIDE OF PARKING LOT FOR OFFICE BUILDINGS ON THE SOUTH r.c.e. no. SIDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY RD. vertical aymond Flores 1&269 date: Z/I 1 / 10 dote: 2 1" a 211 SAXONY ROAD O ELEVATION:175.189 AD TUM: NAVD88 Engineer of Work exp. 6-30-11 work project no. ENCINI TAS, CA. 92024 cdp 06- I O2 Sheet 7 of 9 E T/ WALL - T/ WALL 1 - -3 S!-3 195.86 196.53 T/ WALL T/ WALL T/ WALL T/ WALL 19'1.2ID 191tT? 191.21 F1N151-I GRADE ,4� 192.E �, B 5 ELEVATION (UPPER LEVEL MALI_) (NOT TO eCALE) T/ WALL F1N1SN ALT 193.51 T/ WALL T/ WALL 189.55 189.55 A A�3 13 T/ WALL T/ WALL 191.21 191.20 T/ WALL T/ WALT T/ WALL T/ WALL T/ WALL T/ WALL T/ WALL 193.2(71 193.20 1W.20 192.51 192.50 192.50 192.50 FINISH GRADE g4� 9 ®� ad ELEVATION - r -0 r - I I rl r (NOT TO SCALE) I1— ELEVATION (LOWER LEVEL ALL) (NOT TO eCALE) ! �y - - -3 IJ r \ N LEi - -„r, ►- -"r �"' � �' . ...- "�:�,,,, ` - - f . \ it \� � �� ,F_`—;:---�--t— -- --------- . - 141 4 1 t _ i w. t ' t __.-. t ems- �,- _ ,.. �� ?� — _ — — _ �...______ .___ ! _ -.-_- Y f t t a _ - - 12 0 AO r LANDNIS FG QZ TEL TW -- 1 r-96 FG CQ 18186 PG . - — - - - -- FOUNDATION PLAN SCALE 4 =Ir-0a — — _ FOUN DQ`1 O PLAN SCALE )s°-r m NORTH S . 2 F� \1,f11Y11NlalyaA,lift NORTH i IPP -- - FLO S L T . , _ w - PROPESeioNwL N tN 10 R.#t,F $EN.6 t1 s FAXFAX` DE GA C,14411rDt�" saw f0�[1$AL vr, � 7 GA1� �$� 7Efl Bh `� REVISIONS approved - date refer nce date NCH , K E SPECIAL DISTRICT ` - r i' ap KCAL M. .` A 1 3d �i'"1t' gLNCW 'A engineering services deportment ctrc wrn np. fL tfI-j DESCRIPTION: SURVEY PT. 1026 PER CITY OF ENCINfTAS ASu T plans prepared under supervision of recommended o per _ cPLpAN7AND PROFILE �/ 77 SURVEY CONTROL NETWORK on d Flores date ! 7102109 b y; by. SEA I I C ES ! �L L A GL — PHASE-A SE J1 LOCATION: 2.5° CITY OF ENCFNITAS BRASS DISC IN THE hcsri�onta! SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE 102n—G Q) SIDE OF PARKING LOT FOR OFFICE BUILDINGS ON THE SOUTH r.c.e. no. ! 16269 date: Z O date: 211 SAXONY ROAD q N. SIDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY RD. vertical ayrnond Flores e: J ELEVATION:175.189 DATUM: NAVD88 Engineer Work exp. 6-30-11 work project no. ENCINITAS, OA. 92024 cdp 06- I O2 Sheet 8 Of 9 t� CUT TOP OF BLOCK PROVIDE CLEAN-OUT AT FOR SLOPE ALL CELLS FOR GROUTIW4 LIFT GREATER THAN 4'-0" MINIMUM STRAIGHT TENSION LAP SPLICES TENSION DEVELOPMENT 11/20 FOR GRADE 60 BARS FOR GRADE 60 BARS f'c = f'c = 3000 P BAR BOTTOM TOP BARS NOTE: 30 BAR BOTTOM BARS TOP BARS SIZE SIZE A B A REINFO IWs TO MATCH SIZE t "6 N w3 11 22 22 28 B i9 SPACING OF FOOTING RE1NF. MIN. 04 22 22 22 26 04 11 22 HO B �►J T O 2x 6"MIN. YP. "5 28 36 36 41 25 33 AS NRY &L-8 D % 33 43 43 56 ���tl� � 01 1 29 38 _ RISE Ron 01 48 63 63 81 "8 33 43 NOTE: SAWCUT BRICK OR CMU AS REQUIRED SCALE: NTS 08 55 12 12 93 05 38 50 PROVIDE OPEN END BLOCKS AT CMU WALLS. 3" "'9 62 SI 81 105 48 63 FILL W/ POLYSULPHIDE SEALANT EACH SIDE, CLR. IL d) U M0 10 0 91 131 '�i 60 11 SEE SPECIFICATIONS. � d) � 0t1 18 l01 101 131 V Zx W (U LAP SPLICES SHALL BE CLASS B SPLICES, 1�g 1 \V` g _ V "18 _ TT - Q RISE 0 ; (2) TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF (U BARS SHALL BE SPACED A MINIMUM OF 4 BAR SEE ARCH. — - I 30" CONCRETE CAST BELOW THE REINFORCMENT. MULTIPLE HORIZONTAL VKEYOLD JOINT r 1'-6" LU X - 0 DIAMETERS ON CENTER TO USE THE BARS 1N A SINGLE VERTICAL PLANE SUCH AS HORIZONTAL BARS Q TABULATED DEV'ELOP'MENT LENGTHS. STOP EVERY OTHER FULL HEIGHT MIN. IN WALLS TIES ARE NOT TOP BARS. 14QR1Z REINF. AS 5HQ1^IN I - NOTE: TYP. l3) BARS SHALL BE SPACED A MINIMUM OF 3 BAR DIAMETERS ON CENTER (2) FOR DEFINITION OF LAP' BARS SEE 12 1 2-VERTICAL REINF. BARS 2-04 CONT. I IN ORDER TO USE THE TABULATED SPLICE LENGTHS. SHALL BE SAME SIZE PER PLASTER { WATER- SLOPE TO BE I PERT. TO 2 MIN. HORIZ. RET. WALL SCHED. USE FINISH BY j� PROOFING 10 EXCEPT WHERE SHOWN OTHERWISE. 2-S MIN. OTHERS TYP. ' ` GRAVEL PER DETAIL _ PLAN _ - 2-04x18"o!c I -' MAX. I ► s" C.M.U: RENFO M BAR SPUC ES EINF RION BAR EMBEDMENT NOTES �r " 1. PROVIDE JOINTS AT INTERVALS NOT TO EXCEED 24 FEET "Y" BAR to 2 CLR EXCEPT AS NOTED. "X" BARS PER FTG 12"c.M. -� DRAIN Ifs STEPPED VERT. CONTROL JONT P � . - SCALE: NITS Al MASONRY � � M � "4 18"o!c , 3- 05 CONT. 30 �+G Q _ PROVIDE PEDESTRIAN FENCE - I POSTS POCKETS a 614" o% 3" RR BARS CONT. Z s CLR ^ rVili SLEEVE ASREQ'D. RETAINING WALL SCHEDULE 4 CONT. SEE ARCH. --- i TT - B 12" KEY II _ tlHx WALL "t" FOOT tlXN NYx xztl x x x�x st BAR ZZ "B" LN, TYPE KEY D BARS BARS BARS 540 p4M 4'-0" A - x 3'-I" 1'-5" "5 32" - - 04 18" 3- 2-04 GOVT, TYPE A-I 9 2 -1 SEE ARCH. --iTi I 5'-0" A - 3'-0" 3'-8" 1'-5" 05 l6" - - 04 418° 4- "5 �r ?C I I X 2-04 CONT. i 6'-ON A 5" 1'-6" 41-0x 11-511 S an - - 04010° 4- 05 }- —WATERP'RQOFiNG I j PER ARCH. 1'-3N A-1 1011 2'-9" 6'-0" 11-5" 05 16" 05 24" - 04 • 18" 5- 05 co 1 2.04 9 48" I 17" BARS 61-2" B 511 11-6" 3'-I0" 11-5" "5 IS *" M6 is an - 04 0 18" 4- S 2-04 CONT. I ,n o/c CONT. 8" C.M.U. „ �I _ " " _ " S PLASTER - - WATERPROOFING 1 0 B 6 2 & 5 �9 1 6 "S 0 24 *5 s 16 - # * 18 6- "5 TT _ FINISH BY PER ARCH L. IS 16" o% 2° CLR. 8'-0" B 1'-3" 3'-0" 1"-0" !''-6" S * 16" 05 a 8" - 04 6 18" 1- 05 SEE ARCH. ---I I OTHERS TYP. I 2-04 CONT. N x 1 x x x x EQUIV G1 NT. OR APPROVED I I 1 `� fsRAVEL PER DETAIL 10_ EQUIVALENT. INSTALL PER = �[ 10 -0 C I -0 314" 1 -0 1 -6 "5 0 24 "5 6 8 05 6 24 04 * 18 1- "I'o 2-04 a MANUFACURER'S GUIDELINES. DAMAGE `' -1 MAX " ©rc NX" BARS 2-04 ® 32" 1 12" C.M.U. fi'-0" C 1'-3" 4'-0" 1'-4" 1'-6" 05 sib" 05 a 8" 05 016" "5 4o 12" 1- % CAUSED DURING BACKFILL PLACEMENT MUST BE REPAIRED BY 0 03 " o/c CONT. I }p 12'-0" C 1'-6" 4'-8' 8'-0" !1_611 05 an 06 8" +S i611 12" a_ % 2- 4 GONT. , 8 C.M.U. I { PER DETAIL 1C7 THE CONTRACTOR PLASTER { WATER- ? l6" o/c 2" CLR. cn PLASTER X FINISH BY i PROOFING 10 I FINISH BY I CLR. 11-0" MIN. -q OTHERS TYP. I {�—GRAV'EL PER DETAIL I OTHERS TYP. I "X" BARS NOTES: ¢-- FINISH GRADE x " I 1. ALL C.M.U. WALLS $HALL BE SOLID GROUT AND WITH SPECIAL INSPECTION @; 2-04*18"o/c 8 C.M.U. 0 Y BARS I Cp ON 2- 4 CONT. "Y" BARS SEE C.M.U. C . NOTES FOR ADDITIONAL INFORMATION. � MAX. j { 2" CLR. 12' C.M.U. -4 2-04 016" x �I WATERPROOFING PER ARCH. 0 I 0 I 16 C.M.U. 2. REFER TO ARCHITECTURAL AND CIVIL DRAWING FOR FOLLOWING: � { N x 2- 4632o/c I 2- 4a8 O RETAINING WALL--,,, 3/4" WASHED WASHED GRAVEL z i X BARS I 12 CLR. o/c CONT, { WATERPROOFING MATERIAL AND DRAINAGE REQUIREMENTS. PAR PLAN SURROUNDED BY MARAFI 140N FILTER z I DRAIN PER 10 ") _ RAIN PER 10 i I CLR. 10 CC J CJ FABRIC OR APPROVED EQUIVALENT. 12 _ �, 4 18"o/c ��� _ IN LAP IN FILTER FABRIC MINIMUM. 0 g i { 3- 05 CONT. n i I 04 X18" o/c DRAIN PER 40# SCHEDULE 40 PVC OR SDR 23.5 - z 0 X18 o/c FIN1F�t-I GRADE PERFORATED P1 (PERFORATIONS a _ T a '— cONT. Q �-- =.= 3- 05 CONT. C.M.U. MT RETAINNIG ALL SCHEDULE AND DUML DOWN) TO SUITABLE OUTLET. 2% FALL - _ MINIMUM 0i • RR BARS CONT. _ v CLR 04 1w IS"o/c °_,. BAR ZZ 8NQ/c BARS "5 X12" o/c RR BARS � Q �^ 12"0 SLEEVE AS REQ'D. KEY CONT. u. BAR Z " CONT. EQ. 04 CONT. _ KE l2 � SLEEVE SPACED 2" MIN. 51 12" ""- AS REQ'D. KEY 12"m SLEEVE BI 12" 1-04 CONT. 3" 1-04 CONT. 1t N AS REQ'D. x N Bl CLR 12" 612" orc NOTE: INSTALLATION OF THE RETAINING WALL DRAINAGE SYSTEM SHOULD BAR ZZ p, B BE PERFORMED UNDER THE DIRECT OBSERVATION OF HELENSCHMIDT TYPE A TYPE B "511 GEOTECHNIGAL, INC. PIPE INVERT ELEVATIONS SHOULD BE VERIFED BY THE CONTRACTOR PRIOR TO ENCASEMENT IN WASHED ROCKS. TYPE C R RA \\YYNN11111111}(bl)il1((IJl / �1 "'� - IaClC3Rfi®fik7AtAL HIY®Ihl&�R® DIEWN B'F = .HLF ,. sRAwa eY" M.H. X BIICTU�AL WMED Or a€x: cures — N OP pp { iram By. 3... 1,\1 N.REVISIONS raved date ree Fes date CH MMK SCAB SPECIAL DISTRICT m.. AM OVALS engineering services department drawing no. PP M.H. Ff CS�� �' hN���IT�I.'4 e � AS 84111-7 DES IPTi : SURVEY PT,#1026 PER CITY OF ENCIN-IITAS N.TS plans prepared under supervision of recommended Opp r DETAILS SURVEY CONTROL NETWORK and Flores date 1 7102109 by. by: SEA CREST I- VILLAGE — PHA C`E ff '0 -G O IflCATION: 2.5" CITY OF ENGINITAS BRASS DISC IN THE horizontal J l� J J SOUTHWEST CORNER OF A DRAINAGE INLET BOX AT THE 18269 SIDE OF PARKING LOT FOR OFFICE BUILDINGS ON THE SOUTH r.c.e. no. date: I 0 2 I 1 SAXON Y ROAD SPDE OF SAXONY PLACE, 200 FEET WEST OF SAXONY RD. vertical � date: oymond . F oree 6_30_1 t ENCINI TAS CA. 92024 � F�UATIQN:175.i89 DATUM: NAV{)88 Engineer of Work exp. work project no. cdp 0�— IO2 sheet 9 of 9