Loading...
2014-12138 G (Plans)RMW OF / OhNER TO OBTAIN A CONSTRUCTION PERMIT FROM TfE EMINEERING DEPARTMENT AT LEAST 48 HOLIFIS PRIOR To wowDs IN ThE PUBLIC RIGHT OF WAY. FAILLRE TO 00 SO WILL RESULT IN lAN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS 7W RES1:0EIBLIBITY OF THE7 OWNER TO KNOW WHERE ThE LOCATICIN OF 7W PROPERTY LINE IS. DRAINAGE l NO CONCEMRATED DRADIAGE FLOWS PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS I I•.1 N AWAY FROM STRUCTURES FOR A MINDM OF PERCENT UTILITIES AND BE CONVEYED TO AN APPROVED DRAINAGE FAMITY. ALL SERVING THIS SITE 914LL BE INSTALLED UlliCEAMM. GE NSW ! 7. 1. ALL WORK 91ALL BE DONE IN ACCOROANCE NM THESE PLANS, M STANDARD SPECIFICIlTME FOR PUBLIC wunks CONSTRUCTION DESIGN CONSTRUCTION STANI • •h OF THE7 CITY OF ENCINITAS AND RE SAN DEW AREA REGIONAL STANOARO CRANINSS. F C I• I r 7•-0 'I •I 7/ 7 1 T 1• `/ I •r/• 71 a F• a s •c `a a •r/.• 7 1 1 'C I /•• Fa T I• a 1 I a 1 1 /•. 11 ^7•I° •I ! •7• !• rf a / 1 c ► �• ' v a r rm 1 I / 1 ••I 7 a a •7• / /: 1 71 /• / •'11 F/ I' F / r •! 1.71 I ••1 'I 'r7 '•I'a• 1 I 'I ••I/ I'T' / t 1 f• •C71 /• I •/ 71 `' •4' 'r7I I• •7•' 1•a1 I r1 I I 1 I I• I '•II I • -:ae ►• ► •I 71 ` ^ m ► •'a• 'Fa1 rat • ► 717•. ! /••,I. I I � ►• /r I r► m 77 I •. r I/ '1 I• 1 • -1.• � I• 1 1 71 I U• 7 1 27• ^I 1 7 1 7T C• • I I ► ►• I •7• 7 ►. a ` r 9 71 I '•. 1 • I F 1 /• 1 I Ir I• I . 1 7• / ••/•Im ►I �/ ! ••I I a I•a• 1 I r ••I •r a 1 aa• 1• ••/•Iy m •► r 7 /•a• F7• 1 I ` •' I 1171 1 '• I 1 17• •7• 1 :77 'T / • 71 1 • rI I• F •'I I C• • I 1 ►• ►.. L. •F al '•171 7 7 ► 171 4111 11JR01II I' 17 ! 77• I r7- 1! k•• I I -7- / 7�;E CONTRACTOR SALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVEE POSITIVE LRADIRGE AND PFEVENT PONOI OF WATER HE SHALL CONTROL ,r T •r7I 1 I•I' F L•I ^ 1 I a• I- •/ r / 1 : •r7I 1/• I 111 ^ . • IT / 1 r I 7 I 71 1 1 1 I •/ •F7 1 I•I .. r / I . a : • 7 • •a► a► ► -wig • 1 7► ► r 7/ 7 aa• I• I 7 1 I I•'IT' M. I I /- •II I I 7• 7• 1 •I� ^71 /• 7� 1 1• 7 I ^7 /• r / L II 7 aI •a l 71 I I •71 1 1 •7 , • , `� I 1 ..7• Il I. T 1 a1 / 7 1 a7• I 7 1 '7T I• I I ^• I / ^ I 7• • Jrr 1 •a r'Y 1 •/ •7 / r • . ••I m 1 •r 7 I • •./ 71 / a a 1 r •'7 • I" 71C a•' 1 D 1 1 1 F7• i I �. Y T rr /• • ! 1•'71 I I r I I l' /• 1 / 1• 7•I 1 / / 1 I I 1 / / / / 7 r7 7 I I •: A. SEWERS - LI7 (760) 783 -0155 B. GAS G ELECTRIC - SDGE - - (760) -438 -8200 C. WATER - OMWO - (800) 422 -4133 (DIG ALERT) D. TELEPHONE - SBC BELL - (760) -489 -3411 E. CABLE TV - COX COMMNIC4TMN9 (760)- 806 -9BO9 X -2233 F i/'T •13 r.• I 1 a 1 77• / F r •. •• /• / 1 1 Y' / ••/ / .J x I FfF ` I / I •'a 1 :VISIOtNS)q APPR TED -DATE t_ 9 C: EROSION CONM 1. IN CASE EMEW7MY WORK IS REQUIRED, CONTACT RANDY BBWTT AT (619) 939-250a 24 HOLFIS A DAY. 2. EQUV`MENT AND WORKERS FOR EMERGENCY W1•. .I AVAILABLE 1 DURING I ^, ^I (OCTOSER I TO APRIL NECESSARY 7• STOCKPILED / / OCTOBER r 17 LOCATIONS ► 1 RAPID CONSTRUCTION I 7 •!•' •- EROSION CONTROL WARMS 7 RAIN is 1 1 7 3. DEVICES SHOWN ON PLANS 9MU NOT I 71 OR MODIFIED WITHOUT TIE APPROVAL OF THE ENGINEERING DiSPECTOR. CONTRACTOR ^ I•' EROSION CONTROL DEVICES TO NOWDIG ORDER TO 77-E SATISFACTION I CITY ENOINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 1 CONTRACTOR SHALL INSTALL ADDITIOA14L 7• I I I •.r MEASURES ! 1`71 BY TIE CITY ENGINEER a7. 1 O AN INCOMPLETE SWAG OPERATION OR r• ^77 CIRCLIFISTANCES WICH 6. THE CONTRACTOR SIALL BE RESPUMBLE AND RIALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY 7. ALL EROSION C1 •d •` PROVIDED PER 7W APPROVED SWAG PLAN SHALL BE 1 INCORPORATED ER 1 8. GRADED AREAS AROI THE ••/ •a•1 a• MET CRAIN AWAY FROM r OF SLOPE / F 1 OF EACH WORK DAY. 13. ALL I' ji IRA raj/ I• -a•r7 /'. 1 I 1 7. 17:• / 71 STURWAIER POLLUTION CON1ROL POST CONSTRECEMN BAF/1NP NOTES I. FOR STORW WATER POLLUTION CONTROL PURPOSES, ALL W40FF FFAW ALL IMPERVIOUS SURFACES INCLUDING ROOF DRADIS 91ALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DIS014RGE ONTO RE STREET ANDIOR INTO 7W PUE1LIC Raw oFmRv SYSTEM. PERMIT 2. GRASS AND LAAOSCAPE AREAS DESIGNATED FOR STOW WATER POLLUTION CONTROL SHALL NOT BE MODIFIED N11HUM FROM 3. ALL DiFERVIOLS AREAS W17HLV THE SITE SHALL. DRAIN TO APPROVED E1MP/IMP FAMITIES ANDIOR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GMAMVER PRIOR TO DISCHARGE FROM TIE SnF. ALL IMPERVIOUS AREAS "T SLOPE TOWARD ThE APPROVED OVIDIP FACILITY ANDIOR THE TURFILANDSCAPED AREAS. 4. NO DRAINS FROM BRAIN SHALL I M BE INSTALLED IN / ADEQUATE HARDWARE, 1 DRIVEWAYS 5. 1 1 2% GROSS I• TOWARD THE IMP/BMP OR HAVE ANOTHER APPROVED DRADIAGE SYSTEM THAT IS DESIGNED TO COLLECT RUhCFF AACI DISCHARGE IT TO AN ADEQUATE IMPIBMP. 6. ALL /• a• DFIBMP FACILITIES SHOW ]• l N al ACT BE MOI OR ALTERED WITHOUT A PER41T FRO14 ME CITY. 7. ThE 176TALLATION OF ADDITIONAL DIFERVIOUS SURFACES NOT SHOW ON THIS PLAN MAY REQUIRE 7HAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXIST116 AND PROPOSED TRASH 0, 7, 1 �F az r r r•a 7 7 r rr 1 7• 1, / rr :' . c •11 1 / I' 1 a• 17 T 7 -r /r ~a r /.` Ir I 1F 71 ] 1 I �^ :'T' 1 + 71 I •7 1 C. / 1 I 1 ! 11� •/ I 7• I ! 7 I I !• 7• 'I •' ` ] F Iti^ • :]' r1 � 71 11 'I // ''I I/ I a' 1 1 1 7 F /C `7 I 1 71 1• I••1 ► F.••C •I C •1 ! a 71 11 `7•••' /- I 7 1 Ta1 '/ • -1 71 ► -I • •6I 1 T I I r• •C71 / I T 7 I I T+ I • / •, I • • 1 L?,. _ "T.:a I 1 I 1 \. r7::" a: •' r, 1::71 (: ►. ► :, . 1 •: 1. WATER MAINS, LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO CURRENT OLIVENRAIN MWICIPAL WATER DISTRICT STANCARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER MAINS AND FACILITIES. 2. REVIEW OF THIS PLOW BY OLIVENHAIN MWICIPAL WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCaRACY OF THE LOCATION O, OR THE EXISTENCE OR NON- EXISTENCE OF ANY LNOERGRO,ND UTILITY, PIPE OR S7RUCT1 -WITHIN THE "LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIE$ NHICH MAY AFFECT FINAL DESIGN I.E., LINE CROSSINIi LIME PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHORN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS LNOER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY OLIVE!"IN M VICIPAL (WATER DISTRICT. 4. COMDI3aGIC19 AAp Euf S .,�O Er A,lD /OR ADJUST TO GRACE ANY EXISTING WATER FACILITY (FIE HYDRANT, M=TER6% VALVES VALVE XtS MH1211 i5 AFFEL'iE T BY 7HEI RIM( ECT. ALL AFFECTED WATER FACILITIES MUST MEET CIURRENT OLIVENRAIN MWICIPAL WATER DISTRICT 04ND) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN TREY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNERS EXPENSE. 5. UTILITIES TO MAINTAIN MIND" 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10 -FEET REQUDED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERV CE's7 TO HE CONSTRUCTED CLEAR OF DRIVEWAYS ANT ALL OTTER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF TTE PARCEL THEY ARE SERVING. 8. CALD=ORMNIA'STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABL.E'WATE7R-SYSTE N-S ECT JANUARY 4 2010. IN COAFL14NE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO-LEAD BRASS PARTS. •IA �I'••'T T: IT :j� I-: 1. ..a • ` :! / I I `T r , • •.► 1171 11 PP07ECTION IN ACCORDANCE r •,•,a / MM) STAAI _1 dG •! 1 • ^'9 •TIER 71 I 1''' 7I 1 rF/ •.I . F v ' • • •./ 71 7 1 aa•II. • r` FI 1• / I a 1 ••II /•II F Y • 71 16 / 1•' I I •d4 1 ••II I I ^ / a1 1 I' /• / I l:7• /• 1 71 7 •I r/ -/ / I• C••r71 77 / /:7• BWDRaNENTAL MOTES 1. THE STEEPEST EXISTING SLOPE IN THE GRADED AREA IS N/A (EXCLUDING ANY EXISTING MAN MADE SLOPES). 2. THE MAXIMUM VERTICAL DEPTH OF CUT IS 0.5 FT AND THE MAXIMUM VERTICAL HEIGHT OF FILL IS '0.5 FT 3. A.) AVERAGE DEPTH = VOLUME OF CUT C.F. = 0.5 FT OF CUT AREA OF CUT SF. 3. B.) AVERAGE DEPTH = VOLUME OF FILL CF. 0.5 FT OF FILL A A LL EXISTING* PROPOSED w IMPERVIOUS AREA IMPERVIOUS AREA NET CHANGE 2x740 SF 24,030 SF 290 SF if AREA WITHIN LIMITS OF NOW, EXCLUDING ROOFTOPS. AREA OF WORK - 27,900 SF EXISTING LANDSCAPE AREA - 4,160 SF (14.9 PROPOSED LANDSCAPE AREA - 3870 SF (13.9%) MOTE TO CONTRACTOR: CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN PRIOR TO CONSTRUCTION. DATE 1 I,. CITY OF LSNCINITAS SURVEY CONTROL `POINT ENC -215t PER RECORD OF SURVEY NNWEER 18416. HORIZONAL N/A v ' VERTICAL N/A ELEVATIXN• 250.48' DATUM: NAVDW CONCRETE WASHOUT CONTRACTOR NWr ESTABLISH AND USE AN ADEGUATELY SIZED C949 EM WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STOFWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. r1 ti I a r • 1 7 r I • • •4•' 1•v • I / T h I 6\►►; r,- FOR VEHICLES EGRESS AND INCLUDE USING MATERIAL 17•'1' I't h� •'f . :7 :. � II j1 i • a•�1. - �►'' , F , h. y► .7-. -. • F- 11 Tj•�. I'1 117 ` " /TI :' �'�'. -'T 71 I F'•IPT7 ''ITC' • •/7TH T F'IT. -•T I'r •`T'i - a 1 I I 7 1 F ti. •1 I I I/ 1 •7 f •7 I• :� F ti'•1 7 I r• . a•Y / 7 •�••• / ► / /. jar a• r/ ► / SOIL. PLANT PERWENT VEGETATION AS SOON AS POSSIBLE ONCE El)(CAVATION AND GRADING ACTIVITIES . 1.:' 1 :V_ L_y1(;,►1nr F1T #,i�yl. C,/, a Iv 1� ►71 /•.71 T IF 1 1 , r1 171 I •F 1 7 7T. ^•1 r1 I• /• , ••11 T 1 I• a7 1 21 a• a' 1 I I r 7 ••I 1: 71 r7• •r ••/ lot. ANIMI •/• /1 1 r1 /I /•, 1 1•'1:7• I r F a1 • !a I• ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER AND STCOMORADN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE. FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUDEMEWTS PLEASE CONTACT THE ENGINEERING NEE7RING DEPARTMENT, CITY OF ENCDNITAS AT (760) 633-2770. LWCADLk WASTEWATER :I R SYSTEM APPROVAL VICINITY MAP NITS WILLIAM G. MA K STEVE G, E 26514 DATE: R.C.E. NO. 73620 LWD DISTRICT STRICT ENGINEER SIGNATURE EXPIRES 2 YEARS FROM DATE SIGNED EXP. 12 -31 -16 FI ANNNO & AJI'li NG.. sw�a, ov oa► vill.114MIZ141I 6u"9= mmiq I� REVIEWED BY PL A PREPARE UNDER THEeSUPERVISION Of DATE: R. C; E. N0. 76610 WILLIAM G. MACK DATE' EXP. 12 -31 -16 LEGEND S.D.R.S.D. - SAN DIEGO REGIONAL STANDARD DRAWINGS PROPERTY BOUNDARY - CENTER LINE EXISTING . CONTOURS -217-- - - EXISTING EASEMENT - EXISTING WATER MAIN d - EXISTING CURB TOP OF CURB - -- - 6" PCC CURB PER SORSO G -1 FG FINISH GRACE LIMIT CE GRIND /OVERLAY HEIGHT MAX 6" PCC C&G PER SORSO G -2 RET WALL RETAINING WALL EXISTING STRIPING EXISTING PROPOSED STRIPING TOP OF GR4TE BLDG APPROXIMATE LIMIT OF AC FH PAVING GRIND & OVERLAY NOD Pi PAVING TYP BIORETENTION/LID AREA PCC MODIFIED SORSO D-25 CURB OUTLET RED 6" PVC STOAMORAIN PVT PROPOSED CONTOURS 217 EX. STREET LIGHT TO BE RELOCATED # NEW STREET LIGHT LOCATION EXISTING TREE NEW TREE CURB RAMP PER PLAN p] TW TOP OF WALL BW BOTTOM OF WALL AC ASPHALT CONCRETE TIC TOP OF CURB FL FLOM -B E FG FINISH GRACE HT HEIGHT MAX MAXIMUM RET WALL RETAINING WALL EX EXISTING TO TOP OF GR4TE BLDG BUILDING FH FIRE HYDRANT NOD MODIFICATION TYP TYPICAL PCC PORTLAND CEMENENT CONCRETE RED PEDESTRIAN PVT PRIVATE EARTHWORK DATA: 50 bkk =YA&t=V4'r1l (CO 50 CUBIC YARDS EMBANKMENT (FILL) 0 CUBIC YARDS DEPORT 11 ESTIMATE !TOES NOT DNCLUOE STRIPPDIGS, UTILITY TRENCH VOLLMES OR ANY OVEREXCAVATION IF REQUIRED BY SITE CONDITIONS CONTRACTOR SHALL SATISFY SELF THAT ESTIMATES ARE CORRECT PRIOR TO COM113CBCVT OF WORK. EARTHWORK QUANTITIES ARE ESTIMATED FOR PERMIT PURPOSES ONLY. SHRINKAGE AGE OAON A T FACTORS). BASIS. ACTUAL QUANTITIES MAY VARY DUE TO DEPTH & QUANTITY OF REMEDIAL GRADING IS SUB\,ECT TO FIELD VERIFICATION BY PROJECT SOILS ENGINEER IN FIELD DURING EXCAVATION APN 259 - 121-33 APN 259 - 121 -14 P it APN259- 121 °15 1:NUNfFA5 BLW -- IEY MAP SCALE: 1" =300' OMIEA/PEAMITiEE SMAMqM API TRC ENCINITAS VILLAGE LLC 105 -133 N. EL CAMD40 REAL 259-121-24 5973 AVENIDA ENCl 0300 ENCINITAS, CA 92024 CARLSBAD, CA 92008 LEGAL DESCRIP ION THAT PORTION OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14 TOMEHIP 13 SOUTH, RANGE 4 NEST, SAN BERNARDI NO METRIDIAN, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCCI9DIMG TO UNITED STATES GOVERNMENT SURVEY DESCIRIZIED AS FOLLOWS BEGDNNDNG AT THE INTERSECTION OF THE WESTERLY LDNE OF THAT CERTAIN 72.00 FOOT WIDE STRIP OF LAND DESCRIBED IN DEED TO THE C1U(TY OF SAN DIEGO, RECORDED MARCH 15 1978 AS FILE/PAGE NO. 78- 102708 OF OFFICIAL RECORO% WITH THE SOUTHERLY LDNE CE SAID SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER, SAID POINT OF INTERSECTION! BEING ALSO THE BEGDNNDNG OF A 35.00 FOOT RADIUS CURVE CONCAVE SODTMrESTEALY AND TANGENT TO THE WESTERLY LINE OF SAID 72.00 FOOT WILE STl THENCE NORTHH IESTERLY ALONG THE ARC OF SAID CURVE TWO" A CENTRAL ANGLE OF 47 *27'12: A DISTANCE OF 26.99 FEET TO A POINT OF REVERSE CLRVARRE WITH A 70.00 FOOT RADIUS CURVE CONCAVE SOUTHERLY; THENCE NORTHERLY, EASTERLY AND SOUTHERLY ALONG THE ARC OF SAID CURVE THROM A CENTRAL ANGLE OF 2745424"1 A DISTANCE OF 335.86 FEET TO A POINT OF REVERSE CURVATURE WITH A 35.00 FOOT RADIUS CURVE CONCAVE SOUTHEASTERLY,' THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUL,H A CENTRAL ANGLE a< 4727'12. A DISTANCE OF 28.99 FEET: THENCE TANGENT TO SAID CURVE ALONG THE NORTHERLY PROLONGATION OF THE EASTERLY LINE OF SAID 72.00 FOOT WIDE STRIP A DISTANCE OF 1.29 FEET TO SAID SOUTHERLY LINE OF SAID SOUTH HALF OF THE NORIHEAST QUARTER OF TIE NORTHEAST QUARTER THENCE WESTERLY ALONG SAID SOUTHERLY LINE A DISTANCE OF 72.01 FEET TO THE POINT OF BEGDNNDNG. O E RS CERTIFICATE IT IS AGREED THAT FIELD CONDITIONS MAY REQUIRE CHANGES TO THESE PLANS. IT IS FURTHER AGREED THAT THE OWNER MEVELOPEW SHALL HAVE A REGISTERED CIVIL ENGINEER MAKE SUCH ORANGES ALTERATIONS OR ADDITIONS TO THESE PLANS WHICH THE CITY ENGINEER DETERMINES ARE NECESSARY FOR AND DESIRABLE FOR THE PROPER COMPLETION OF THE DfMVEWNI I HEREBY CERTIFY THAT A REGISTERED SOILS BNGDNEI7R OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE O< THE COMPACTION AND STABILITY OF THE SITE. `k e PAMELA'AGUIRRQ SR. VICE PRESIDENT ASSET MANAGEMENT I DATE 7'Or` CAY`TWTTAC Vn 1.nrr l l r SOILS EB IMERS CERTIFICATE b Rgf� A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSDNESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY C'ERTDY THAT A SAMPLING AND STUDY OF TIE SOIL CONDITIONS PREVALENT WITHIN THIS�SDE WAS MADE BY ME OR UNDER MY DDECTIDN BETWEEN THE DATES U�°A. - 1._ AND OME COM°LETE COPY OF THE SOILS REPORT Cowl FROM THIS STUDY, WITH MY RECON NDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER FIURTHERMOW I HAVE REVIEWED THESE GRADING PLANS ANC CERTIFY THAT THE RECOMMETDATIgaCS DtCLULED IN THE SOILS REPORT FOR THIS RROEECT HAVE BEEN DNCORFKIR4 IN ITfE� GRADING Z�LA)MS AND SPECIFICATIONS. SIGNM RCE NO-* EXP. MOOME 'RWINING ASSOCIATES, INC. 2527 FIESNO STREET FRESNO, CA 93721 559.6.7021 a 7. I a / 7r r 1• 1 T' Fa' 71 I' .Iv I r 7 / a a• ••I /• ...► ti. 1 a 1 aa• •r •7 •. • il• / •..71 a•.. , 1 • rF1 •..1 • r 1 1, ! rm 1 7 1 7 1 ar •a •, F k 1• 1 •7• I 71 : I 7 1 1 . a I• .•r••m : a 1 ar 1 1 ]• 1 _I I 7 1 I r 1 Ia 1- •r r 1 I• I I r /• 11 1• •I a `71 7• I 7 1 aa' , r•7 I 117 I I 1/ 7 1 I 1 rT+ • 07 1 7 1 7 •I ••.1.7• I' I• :III I I ^1 7 '/ 7 ACTS, ERRORS OR OMISSIONS OF TIE ENGINEER AND HIS /hER AGENTS OR EMPLOYEES ACTING WITHIN THE COURM AND SCOPE OF SUCH AGENCY ANEI EMPLOI AND ARISING OUT OF TIE WORK ER 1• a1 BY ENGREER. WILLlAff G. MACK I' RICE No. 735210 - PASCO LARET SUITER & ASSOCIATES 3tiY s' 535 N. HIGHWAY 101 C No. 73620 SOLANA BEACH CA, 92074 Exp. 12/31/16 PLSA 19436 "tr PASCO CARET SUITER & ASSOCIATES CML ENGINEERING + LAND PLANNING + HAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 1 f 858.259.4812 1 plsaengineering.com WORRIES REVIEW BY- 1 .D I Z1WTl EXPI 2 YEARS AFTER DATE RECOMMENDED .i L) AP ,BY: slit BY: MA ; �H, ER � DATE -716 /(5 BMP STATUS: P' C RUY PROJEM - EW ffiCE&M PRIORITY STORN►WATER TREATMENT FACILITIES TO BE MAINTAINED BY O�LDN ACCORDANCE WITH STORMWATER MAINTENANCE AGREEMENT DOC NO 2e?s.,i_-Uj,,?2, 3DATED :)R GRADING PLAN FOR G 105 -133 Na EL CAM17VO REAL 1213��G S111 PRUIM Pl�6LIC`WORKS DIREcIm DATE: PLANNING CASE N0: 13 -270 SUBC A.P.N. #259- 121 -24 SHEET 1 OF 12 513012015 PLSA 1943G I< EXISTING TO IE RE RAID TO rMF Oki MW EX. STREET LI6�11 ,T0 REMAIN �Ex.--Fw _ To — L Z St. SM7 ME TO BE REMAIN AERLACE0 FER AFFRW EXISTING RISTY b6i- CITY L15T AT LWATMV TO F REMOVED BE M7BVMW BY CITY CIF STREET TREE TO BE REMOVEiEX. PED. RAMP EICRUMS. - ----- --- At- EX­. NATER hpm� -- - - ----- ADJUST TO GRADE BE To CIF Aj A F E j7fJf67RA4D Ir A 0'r L F_-1 AS ,r"w � - , L- - - L I in F TH6 L ITCH EX. R B#FOOEMM EXISTING A A PA 4411 4LK i AREA. NOT A PART (A 3 I r-1111' L A ul L 15, AC GRIND ZMEFSA AEW 12' WIOE�INHTIE TO WIDTH f ... .. ... OVERLAY 7MD'SAN STRIPING TO MATCH ;EBX( SHCPPBf,C1 DBECT101W AR06 ITVI AAD DIFECTI v AAD THE WAY' FAVEMW LEGEAV 07m AW PAVE ENT LEGOV ft- EX1STBvG CRASS N GUTTER TO REMAIN LIMIT LIRE AW 7R4M5IT1OV m STCP FAVOW LEGE B BE y. E v. t�7 �7— — ----- N---- --- Aa L Z EXIS17W BE RMVM' ANITE MEES TO 01ISSM&K STRIPING — --- — — -- — — — — — — — — — — — — — — -- NNi FROT&7 IN RACE TO N4XH EX. ShffPM BC STORM OPAIN CLMFB — — — — — — — EXISTING* PROPOSED Cem Rmwillm APNIV-121-24 PLET TO REMAIN ,STANDARD ADA STALL 14 RELOCATE EXMTBYG___---� 5 ff YPI SU LWT LAE AS �T ."A ITOTAL REZATE EXISTM S7O• L1MIT LRE AS StM FAW3eff LEa M ACID WMAMW- LEMV 72' *N 0 E FfLOCAIE EXISTM ISTOP" SIRI AS P107 0 90;pm SM AS 9M (TWI AAD AEW 12' wmE #mE OWNWX FAW9ENT L STRIPM 70 MATCH EX. APN259L-121-14 36' 36' 11 PROPERTY BOUNDARY APIN'259-121-115 AW259 421-15 CENTER LINE OM FACE OR STRIP11YG_ 2, EXISTING CONTOURS PER PLAN ffyp) � tj "0 EXISTING EASEMENT EXISTING WATER MAIN IN L EXISTING CURB LIMIT OF GRINDIOVERLAY Iff a STOP EXISTING RIPING ST 71 PER PLAN i it APPROXIMATE LIMIT OF PROPOSED PAVING GRIND & OVERLAY v STANDARD PARKZIVG STALL DETAIL PROPOSED HARDSCARE AS ,r"w � - , L- - - L I in F TH6 L ITCH EX. R B#FOOEMM EXISTING A A PA 4411 4LK i AREA. NOT A PART (A 3 I r-1111' L A ul L 15, AC GRIND ZMEFSA AEW 12' WIOE�INHTIE TO WIDTH f ... .. ... OVERLAY 7MD'SAN STRIPING TO MATCH ;EBX( SHCPPBf,C1 DBECT101W AR06 ITVI AAD DIFECTI v AAD THE WAY' FAVEMW LEGEAV 07m AW PAVE ENT LEGOV ft- EX1STBvG CRASS N GUTTER TO REMAIN LIMIT LIRE AW 7R4M5IT1OV m STCP FAVOW LEGE B BE y. E v. t�7 �7— — ----- N---- --- Aa L Z EXIS17W BE RMVM' ANITE MEES TO 01ISSM&K STRIPING — --- — — -- — — — — — — — — — — — — — — -- NNi FROT&7 IN RACE TO N4XH EX. ShffPM BC STORM OPAIN CLMFB — — — — — — — EXISTING* PROPOSED Cem Rmwillm F PLET TO REMAIN ,STANDARD ADA STALL 14 14 ff YPI 4" 1 M mirm �T ."A ITOTAL A;�. LOCATION OF LWEND EX. FS C[M 70 FAWIAG* EX. 66' RCP SO 747 R. DI STR. DI ffyP) 72' AREA TO R914IN S.DP.S.D. SAN DIEGO REGIONAL STANDARD DRAWINGS APN259L-121-14 36' 36' 11 PROPERTY BOUNDARY APIN'259-121-115 AW259 421-15 CENTER LINE OM FACE OR STRIP11YG_ 2, EXISTING CONTOURS PER PLAN ffyp) � tj "0 EXISTING EASEMENT EXISTING WATER MAIN IN L EXISTING CURB LIMIT OF GRINDIOVERLAY Iff a STOP EXISTING RIPING ST 71 PER PLAN i it APPROXIMATE LIMIT OF PROPOSED PAVING GRIND & OVERLAY v STANDARD PARKZIVG STALL DETAIL PROPOSED HARDSCARE SCALE: I "=10' (ADD. REMOVE ANDIOR REPLACE) LIMIT OF REMOVAL EDGE OF 4 A EMEMENM OF RECORD IF C 21 PLOTTABLE EASEMENTS REFERENCED IN SCHEDULE B OF COMMITMENT FOR TITLE INSURANCE PREPARED BY CHICAGO TITLE COMPANY, ORDER NO. 930022900-U50, DATED JULY 18, 2011: L AN EASEMENT TO SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1 FOR FLOOD DRAINAGE 1. CHANNEL RECORDED JUNE 5, 1980 AS INSTRUMENT NO. 80 -181583 OF OFFICIAL RECORD AN EASEMENT TO THE COUNTY OF SAN DIEGO FOR A PUBLIC HIGHWAY RECORDED 4 JUNE 5, 1980 AS INSTRUMENT NO 80-181586 OF OFFICIAL RECORD J� AN EASEMENT TO OLIVENHAIN MUNICIPAL WATER DISTRICT, A PUBLIC CORPORATION FOR PARKING COUNT SUMMARY ENTIRE COMMERCIAL CENTER TYPE OF PARKING STALL EXISTING* PROPOSED STANDARD STALL 684 718 ,STANDARD ADA STALL 14 14 lVAN ACCESSIBLE ADA STALL 15 15 ITOTAL 1 713 747 4" WIDE WHITE STRIPINS (TYP) 45 K, A PIPELINE OR PIPELINES'RECOROED JULY 1, 1980 AS INSTRUMENT NO 80-208195 OF PER GRADING PERMIT NO. 11716-G OFFICIAL RECORD €f 23 AN EASEMENT TO SAN DIEGO GAS & ELECTRIC COMPANY FOR PUBLIC UTILITIES, INGRESS, Jy EGRESS RECORDED JANUARY 5, 1982 AS INSTRUMENT NO 82-001662 OF OFFICIAL RECORD DEMO LMONPLAN SIGNA CIE. & IS TR L PE VG PLAN ANGLED PARE12VG STALL DETAIL f E S �S SCALE. 1"=10' rq -/ SCALE: 1 "=20' r SCALE. 1"=20 4 MBXMT CD No. 0 rn GRAPHIC SCALE 1"=20' GRAPHIC SCALE 1"=20' Lu Exp. 12/3 /16 PASCO LARET SUITER & ASSOCIATES ILL YAM ' CK dA TE CTv1\1 CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING R.C.E. NO. 73620 0 20 40 60 0 20 40 60 OF C 535 North Highway 101, Ste A, Solana Beach, CA 92075 EXP, 12131116 1 - ph 858.259.8212 1 Ex 858.259.4812 plsaengineering.com DESIGNED BY DRAWN Y CHECKED BY REVISIONS APPROVED DATE REFERENCES DATE BENCIALARK SCALE PLANNING & BUILDING TRG WGM ENGINEORING DIVISION APPROVALS C= OF ENCINffAS PUBLIC WORKS DF_PAR17vfF1*rr DRAWING NO. 1A.1 CC 777CITY OF ENCINITAS SURVEY CONTROL POINT EW-28, PER RECORD OF SURVEY MMER 18416. REVIEWED BY. PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED _�G?0 APP DEMOLITION AND SIGNAGE & STRIPING PLAN FOP. HORIZONAL I "=10'_ I I " qv� DATE. �Ak BY. — AA By.. 12138--G 61A15 R. C 17662�O MASrH' Al �,6' �/,, E. NO. GLENN PRUIM 105 -133 N. EL CAA41NO REAL ELEVATICAt 250.48' OARM NAVD88 VERTICAL _NIA DATE. WILLIAM G. MACK III" PUBLIC WORKS DIRECTOR EXP. 12-31-16 DATE -7/ 4./ 15 DATE. --7Zf /-1;- -270 SUBC A.P.N. #259-121-24 PLANNING CASE NO. 13 = 2 OF 12l 513012015 PLEA 19,e CID %A 0 a .. m� ,- - 1 ­0'1�4� �.Ql��mWvlmrl frlL ellq." �1, �_, , IN25m I - - � I - __ - -1 � I _" - - - - - " � , ",i- --z t) JE R 212.14 FR07RT IN RACE , --I I I SOPM CBM DFFOVEN30 I EX. SW arum -- - --------------- _u I I 1 1 ASBMT ----------------------- ic I " LP 214.67 BN 215-FO C.D m aM Btff No. 73620 N 2,19 GRAPHIC SCALE I' =10' Exp. 12/31/16 rn AP --121-14 52 it LP 21463 Y 77 72' AFFROX LOrAT10V OF CIVIL WALIA4M —MACK GRADING PLAN -EK. 660 REP SD 0 10 20 30LJFCAI P.C.E. NO. 73620 EXP. 12131116 36' SCALE., 1 "=10' CHECKED BY DESIGNED BY DRAWN BY777- W M REVISIONS APPROVED DATE REFERENCES A DATE BENCHMARK SCALE PLANNING & BUILDING Nam i TRG I G ENGINEEWJNG DIVISION APPROVALS MY OF ENCINUAS PUBLIC WORM DEP"llyffiW DRAWING NO. 177 CI DF ENCINITAS SURVEY CONTROL P01NT PLANS PREPARED UNDER THE SUPERVISI,0N OF RECOMMENDED j00 APPROV GRADING PLAN FOR: ENC-2a PER RECD OF SURVEY AUMBER 19415. HORIZONAL 1"=20' REVIEWED BY: DATE:,�/,?//<7 B Y: 6Y.*7__iv;f T_- 1 9 12138--Cy MA9"W 1 QS -133 N. EL CAAHNO REAL A41'k-1191 141d P.C.E. NO.'�3T20 GLENN PRUIM VERTICAL NIA PUBLIC WORKS DIRECTOR ELEVATIM 250.48' DATUM N4VD88 DATE: WIL&iAM G' 'mACK EXP. 12-31-16 DATE: T" A.P.N. #259-121-24 SHEET 3 DA TE. 3:1 �Ilr I PLANNING CASE NO: 13-270 SUBC OF 12 61912015 PLSA 19436 00 FIBER ROLLS PU CONSTRUCTION LEAVING THE U i GRAPHIC SCALE LET — INSTALL FIBER ROLLS PER SC -5 TO _ PREVENT CONSTRUCTION MATERIALS FRON LEAVING THE SITE (TYP) IM END D 4 _ 12115 GRAVEL BAGS 00000000000 FIBER ROLLS A RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG DETAIL NOT TO SCALE HYOROSEED NOTES 1. HYDROSEEDING SHAL BE APPLIED TO ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AREA: A. THREE FEET OR MORE IN HEIGHT IN FILL AREAS B. FIVE FEET OR MORE IN HEIGHT IN CUT AREAS UNLESS SLOPE IS NOT SUBJECT TO EROSION OLE TO THE EROSION RESISTANT CHARACTER OF THE MATERIAL AS APPROVED BY THE CITY ENGINEER. 2. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 3. HYDROSEEDING MIX SHALL CONSIST OF ALL THE FOLLOWING: A. SEED MIX SHALL CONSIST OF NO LESS THAN 1. 20 LBS PER ACRE OF ROSE CLOVER 2. 20 LBS PER ACRE OF ZO#RO FESCUE 3. 3 LBS PER ACE OF E SCHOOL CIA CALIFORNICA 4. 4 LBS PER ACRE OF ACHILLEA MILLEFOLIA 5. 3 LBS PER AG,PE OF ALYSSUM (CARPET OF SNOW) 6. 112 LB PER ACE OF OIMOFR'HOLECA 7. ITEMS G D.E AND F OF THIS SUCTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. B. ITEM A OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYROSEEDING. 9. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN Lffi ED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. 10. NOWPHYTO -TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. B. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2,000 LBS PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WREN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PlYCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. C. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE 16 -20-0. WHITH 15% SULFUR APPLIED AT THE RATE OF 500 LBS PER ACRE. 4. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: A. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF' 1. TRACK WALKING SLOPES STEEPER THAN 6:1. 2. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEM 1 ABOVE. B. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: 1. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED 80. 2. THE ADDITION OF SOIL AMENDMENTa PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDE VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL SECURITY RELEASED. ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WOW PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP-WOW TO BE ISSUED FOR THE PROJECT UVTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL. MEASURES (E.G. BONED FIBER MATRIX VEGETATIVE COVER JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BFP (MUST ALSO BE FOLLOWED TO ENSUE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER GUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. DCIA MEANS STORM RiNVOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS SUCH AS ROOF, ROOF DRAIN DRIVEWAY, AND STREET. DESILTING BASIN NOTE: 81ORETENTION BASINS SHALL BE EXCAVATED AND USED AS PESILTING BASINS DURING CONSMUCT10N. 711E SILT SHALL Sr COHPLETELY REMOVED ANA 114E DIORET04TION BA51A15 COMPL PIED ONCE F INAL 31 TE STABS L I ZAT ION 15 AW (EVED, PRIOR TO OCCUPANCY AND /01Z FINI}L. AS BiJII.T No. 73620 J" W m PASCO LARET SUITER - ` 6 Exp. 12/3i/i6 , & ASSOCIATES �D EROSION CONTROL PLAN q� � Q CIVIL ENGINEERING North + LAND PLANNING a LAND , SURVEYING 92075 L AM G. MACK -DAVE S'T CIVIY- R:C.E. NO. 73620 OF CALIF 535 PT®rth &Highway 101, Ste A, Solana Beach, �A 92OD75 EXP. 12131116 SCALE: I"=20' ph 858.259.8212 1 4'z 858.259.4812 1 plsaengineering.com REVISIONS APPROVED DATE REFERENCES DATE BEN��I� SCALE PLANNING & BU ILDIN nESWsM o er oaYRG BY CHECKED _BY__- ENGWEERING DIVISION APPROVALS CITY OF ENCRUrAS PUBLIC WORKS DEPARTMENT DRAWING NO. as - gUs' -T CITY EPCINITAB SURVEY CONTROL PoINr PLANS PREPARED UNDER THE SUPERVISION OF RECOMMENDED O APP CONTROL PLAN FOR: 6 ENC -2d PER RECORD OF SURVEY AU49ER 18415. REVIEWED BY: HORIZONAL I"=20' f s DATE: BY: ii/1 • AA BY. 12138 -G �,i ._ R.C.E. NO. 3620 MASIH MAHER GLENN PRUIM 1 ®5 -133 N. EL CAARNO REAL PUBLIC WORKS DIRECTOR VERTICAL N/A EXP. 12 -31 -16 ELEVATIOt 250.48` DATUM NAVD88 ATE.' WILLIAM G. MACK DATE. 71&11 S DATE: % �� PLANNING CASE NO: 13 -270 SUBC A.P.N. #259 - 121 -24 SHEET 4 OF 12 513012015 PLEA 1943C• 7 _S O / APN 2b9-- 72a_.. RE10CATE fYLSITING STOP W1.1f LINE AS IOWN AM) NNW 'Wt)P" FS 21 FS 21 .r._1 2169 i•cT ci I1 COUNIC7E- RESOLu7'GNj 2011 -45 cD BAN"' tit I/ STORM DRAW N't_Er EX STORM GRAIN CUR€1 INtF 7 LN= 214.67 APN 259 - -- 121 -14 JAMES APE ARCHITECT' 4403 MANCHESTER AVE. SUITE 201 ENCINITAS, CA 92024 t'- - -2.6' MAX Hi PEI' WALL PER SORSU ( Vii BLOCK WALL PAINTED TANI Iii MATCH EX SHOPPINC CENTER iMPR!? +VIM -N7S APN 259 -- 121 -15 CONNECT TO EXISTING DRIP IRRIGATION AREA LOCATED TO THE EAST OF THE NEW DRIP AREA SHOWN ON THE PLANS. VERIFY LOCATION IN THE FIELD PRIOR TO START OF PROJECT, PIPF R 7F QPM PIPF RIJF GPM 3/4" 0-8 314" (SCH. 40 IPS PLASTIC PIPE) 0-8 TRANSFORMER 1" 8-12 1" (SCH.40IPS PLASTIC PIPE) &12 1 1/4" 12 -22 1 114" (SCH. 40 IPS PLASTIC PIPE) 12 -22 1 112" 22-30 1 1/2" (SCH. 40 IPS PLASTIC PIPE) 22 -30 2" 3050 2" (PVC CLASS 315 IPS PLASTIC PIPE) 30-55 2 1/2" 50 -70 2 1/2" (PVC CLASS 315 IPS PLASTIC PIPE) 55-70 3" 70 -110 3" (PVC CLASS 315 IPS PLASTIC PIPE) 70 -100 r 1 t SCALE 1" = 20 -0" 0' 10' 20' 40' 60' PRESSURE CALCULATION DECLARATION OF RESPONSIBLE CHARGE. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF DRAWINGS AND SPECIRCA77ONS BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. 3/31/15 JAMES P. BEN T77, CA. R.L.A. 13058 DATE MY REGIYRA 77ON EXPIRES 09/30/14 JPBLA, INC. 4403 MANCHESTER AVE. SU17E 201, ENCINITAS, CA 92024 7601479 -0644 l AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGA77ON PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULA77ONS. 1 HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA77ON AND THE LANDSCAPE DESIGN MANUAL. I CER77FY THAT THE PLAN IMPLEMENTS THOSE REGULA77ONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORGOING IS TRUE AND CORRECT. 3/31/15 JAMES P. B N ET77, CA. R.L.A. 13058 DA 7E MY REQ67RA 77ON EXPIRES 09130114 JPBLA, INC. 4403 MANCHESTER AVE. SU17E 201, ENCINITAS, CA 92024 LANDSCAPE AREA CALCS FOR TOTAL PROPERTY IRRIGATION NOTES: 1. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD' STATIC WATER PRESSURE BE LESS THAN 65 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL WIRING STUBOUTS PRIOR TO CONSTRUCTION. 3. MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. 4. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE APPROPRIATE, AND SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS. 5. REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE. 6 VALVE CALL OUT: CONTROLLER STATION aNUMBER VALVE VALVE DISCHARGE INSTALLATION NOTES: 1, ALL LANDSCAPE AND IRRIGATION SHALL BE DEVELOPED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE THE CITY OF ENCINITAS. 2. IF ANY HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED OR REPLACED IN KIND WITH EQUIVALENT SIZE PER THE APPROVED PLANS. 5. TREES AND SHRUBS SHALL BE LOCATED AND MAINTAINED TO PRESERVE A CLEAR ZONE OF AT LEAST TEN FEET FROM FIRE HYDRANTS, OVERHEAD UTILITY WIRES, STREET LIGHT LUMINARIES AND ABOVE GROUND UTILITY STRUCTURES SUCH AS TRANSFORMER ENCLOSURES. 6. TREES SHALL BE PLANTED AT LEAST FIVE FEET FROM ANY UNDERGROUND UTILITY SUCH AS SEWER, GAS, ELECTRIC AND TELEPHONE. RIPARIAN- TREE SPECIES SHALL BE PLANTED AT LEAST 30 FEET FROM CITY SEWER, WATER AND DRAINUNES. 7. PROVIDE ROOT BARRIERS FOR TEN FEET TO BOTH SIDES OF ALL STREET TREES WITH IN FIVE FEET OF ANY HARDSCAPE PAVING. TOTAL PROPERTY AREA r ENSTING LANDS09 AREA = 114,591.1 SQ. FT., 14.4% OF TOTAL PROPERTY AREA PROPOSED LANDSCAPE AREA = 114,24&1 SQ. FT., 14.3% OF TOTAL PROPERTY AREA 0 = 27,900 SQ. FT., = 4,160 SQ. FT., 14.9% OF TOTAL AREA OF WORK = 3870 SO. FT., 139'% OF TOTAL AREA OF WORK IRRIGATION LEGEND ELEVATION 0' x .433 = 0 PSI REMOTE CONTROL VALVE 4 A -4 MAXIMUM DEMAND 22.0 GF ELEVATION 217 PSI LOSSES WATER METER 1.6 BACKFLOW PREVENTER /STRAINER 11.0 GATE VALVE 1.0 MAIN LINE 1,2 CONTROL VALVE 3.0 1-1/4-LATERAL LINE 0.2, 1" LATERAL LINE 0.3 3/4" LATERAL LINE 1.3 10% FITTING LOSS 2,4 PRESSURE REQUIRED 0 HEAD 35.0 TOTAL SYSTEM LOSSES 57.0 ELEVATION CHANGE +/- 4 -0' 0.0 STATIC PRESSURE AVAILABLE 70.0 RESIDUAL WATER PRESSURE +/- 13.0 PSI MINIMUM PRESSURE REQUIRED M POC = 65.0 PSI DECLARATION OF RESPONSIBLE CHARGE. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF DRAWINGS AND SPECIRCA77ONS BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. 3/31/15 JAMES P. BEN T77, CA. R.L.A. 13058 DATE MY REGIYRA 77ON EXPIRES 09/30/14 JPBLA, INC. 4403 MANCHESTER AVE. SU17E 201, ENCINITAS, CA 92024 7601479 -0644 l AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGA77ON PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULA77ONS. 1 HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA77ON AND THE LANDSCAPE DESIGN MANUAL. I CER77FY THAT THE PLAN IMPLEMENTS THOSE REGULA77ONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORGOING IS TRUE AND CORRECT. 3/31/15 JAMES P. B N ET77, CA. R.L.A. 13058 DA 7E MY REQ67RA 77ON EXPIRES 09130114 JPBLA, INC. 4403 MANCHESTER AVE. SU17E 201, ENCINITAS, CA 92024 LANDSCAPE AREA CALCS FOR TOTAL PROPERTY IRRIGATION NOTES: 1. CONTRACTOR SHALL VERIFY STATIC WATER PRESSURE AT POINT OF CONNECTION PRIOR TO INSTALLING IRRIGATION SYSTEM. SHOULD' STATIC WATER PRESSURE BE LESS THAN 65 PSI, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PRECEDING WITH INSTALLATION. 2. CONTRACTOR SHALL VERIFY LOCATIONS OF AUTOMATIC CONTROLLERS EXISTING MAINS, LATERALS, SLEEVES AND CONTROL WIRING STUBOUTS PRIOR TO CONSTRUCTION. 3. MAINLINE AND EQUIPMENT ARE SHOWN DIAGRAMMATICALLY. 4. CONTRACTOR SHALL SAVE EXISTING IRRIGATION LATERAL LINES WHERE APPROPRIATE, AND SHALL PRESSURE TEST THESE LINES PER THE SPECIFICATIONS. 5. REMOTE CONTROL VALVES SHALL BE LOCATED IN NON TURF AREAS UNLESS NOTED OTHERWISE. 6 VALVE CALL OUT: CONTROLLER STATION aNUMBER VALVE VALVE DISCHARGE INSTALLATION NOTES: 1, ALL LANDSCAPE AND IRRIGATION SHALL BE DEVELOPED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE THE CITY OF ENCINITAS. 2. IF ANY HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS IS DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED OR REPLACED IN KIND WITH EQUIVALENT SIZE PER THE APPROVED PLANS. 5. TREES AND SHRUBS SHALL BE LOCATED AND MAINTAINED TO PRESERVE A CLEAR ZONE OF AT LEAST TEN FEET FROM FIRE HYDRANTS, OVERHEAD UTILITY WIRES, STREET LIGHT LUMINARIES AND ABOVE GROUND UTILITY STRUCTURES SUCH AS TRANSFORMER ENCLOSURES. 6. TREES SHALL BE PLANTED AT LEAST FIVE FEET FROM ANY UNDERGROUND UTILITY SUCH AS SEWER, GAS, ELECTRIC AND TELEPHONE. RIPARIAN- TREE SPECIES SHALL BE PLANTED AT LEAST 30 FEET FROM CITY SEWER, WATER AND DRAINUNES. 7. PROVIDE ROOT BARRIERS FOR TEN FEET TO BOTH SIDES OF ALL STREET TREES WITH IN FIVE FEET OF ANY HARDSCAPE PAVING. TOTAL PROPERTY AREA r ENSTING LANDS09 AREA = 114,591.1 SQ. FT., 14.4% OF TOTAL PROPERTY AREA PROPOSED LANDSCAPE AREA = 114,24&1 SQ. FT., 14.3% OF TOTAL PROPERTY AREA 0 = 27,900 SQ. FT., = 4,160 SQ. FT., 14.9% OF TOTAL AREA OF WORK = 3870 SO. FT., 139'% OF TOTAL AREA OF WORK IRRIGATION LEGEND SYMBOL 1 /A1,/31 1/2 _ F DESCRIPtI� MANUFACTURER/MODEL RAO PSI 1/4 1/3 1/2 F DETAIL 1 IZ2 ROTOR HUNTER / PRO - PRS- 40 -12 -CV W/ MP0800SR 6' -12' 40 0.16 - -- 0.32 -0.63 1 f SHT. 6 4 5 6 ROTOR C) HUNTER / PRO- PRS- 40 -12 -CV W/ MP1000 8' -15' 40 0.13 - -- 0.37 0.75 1 / SHT. 6 O ® O ROTOR HUNTER / PRO - PRS- 40 -12 -CV W/ MP2000 13' -21' 40 0.40 - -- 0.74 1.47 1 / SHT. 6 10 11 ROTOR HUNTER / PRO- PRS- 40 -12 -CV W/ MP3000 22' -30' 40 0.86 - -- 1.82 3.64 1 j SHT. 6 Q ROTOR HUNTER / PRO- PRS- 40 -12 -CV W/ MP3500 31' -35' 40 1.28 - -- 2.86 - -- I / SHT. 6 • HUNTER / RZWS- 18 -25 -CV TREE BUBBLER N/A 30 - -- - -- - -- 0.25 K / SHT. 6 DRIPPER LINE 18" NETAFIM / TLCV6 -1810 N/A 7 -70 0.61 E & L / SHT. 6 SPACING SYMBOL DESCRIPTION MANUFACTURER/MODEL REMARKS DETAIL 1" EX. WATER METER VERIFY SIZE IN FIELD EX, 2" BACKFLOW PREVENTOR REDUCED PRESSURE BACKFLOW PREVENTION DEVICE FIELD VERIFY - ® EX. AUTOMATIC CONTROLLER - FIELD VERIFY - QUICK COUPLER VALVE HUNTER / HQ- 33DLRC 3/4" SIZE IN VALVE BOX M / SHT. 6 ® BALL VALVE KING BROG. B.T.U. INLINE SIZE\ BLOCKED TRUE UNION G / SHT. 6 VALVE BOX CARSON 1320 B -13 OR EQUAL SEE SPEC. ® REMOTE CONTROL VALVE HUNTER /PGV - XXXG -FS SERIES SIZE AS SHOWN A / SHT. 6 DRIP REMOTE CONTROL VALVE HUNTER /PGV - XXXG -FS SERIES SIZE AS SHOWN B / SHT. 6 ® DRIP PRESSURE REGULATOR NETIFIM / PRV- 075HF35V2K INSTALL PER DETAIL DRIP SCREEN FILTER NETIFIM / TF075918 -100CV INSTALL PER DETAIL ■ DRIP LATERAL END FLUSH NETIFIM It TLFV -1 INSTALL PER DETAIL D / SHT. 6 ® DRIPAATERAL CONNECTION NETAFIM /11L050MA, MTP FITTINGS FOR CONNECTION BETWEEN PVC LATERAL HEADER LINES AND DRIP TUBING CONTROL WIRE -14 GAUGE PAIGE / #14 GAUGE SEE SPEC. F / SHT. L -6 • _ . MAINLINE (PVC PIPE) SCH 40 FOR 1 -1/;' AND SMALLER 1 "- 1 1/2" = SCH 40. 2 " -2 1/2 "+ _ CLASS 315 FOR 2 AND LARGER CLASS 315, SEE SPECS`. LATERAL LINE (PVC PIPE) CLASS 200 PVC SEE SPECS. _ _ = SLEEVE (PVC PIPE) SCH.80 PVC SLEEVE @ VEHICULAR PAVING 2 X OUTSIDE DIA. OF PIPE TO BE SLEEVED SCH. 40 PVC SLEEVE @ ELSEWHERE 760/479 -0644 FAX 760/479 -0645 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE 9LANN43(--1 t>£PA7�- VMEN"r ENGIWEelzlwG Di %j%sm 1 APPRDgALt5 CITY ®F ENCINITAS `?u5LLC; L009K5 DEPARTMEL3 DRAWING NO. 4/21/15 DESCRIPTION: COY OFpou���s LA 'PR E� ARED UNDER SUPERVISION OF RECOMMENDED APPRO ED IRRIGATION PLAN FOR: AS- Z5 CoN titnL t�DINT ft.1G -2� HORIZONTAL 1 " =10' DATE :4/22 15 CUL DE SAC RECONFIGURAMON�ENCINRAS CA BY: BY - 12138® l _ 1" =10' NDSCAPE ARCHITECT R.L.A. NO.: 3058 MASIH- PA1+ER. 6LxniN R.uIN 105-133 NORTH EL CAMINO REAL, ENCINITAS, CA RECORD FROM: ROS lB4lto VERTICAL 09130/1.6 DATE: 7��/ IS DATE: % /l APN 259 - 121 -24 ELEVATION: DATUM: Nq S$ JAMES P. BENEDETTI EXP. PLANNING CASE N0: 13 -270 SUBC SHEET 5 OF 12 0110 \KtVt(Li- U0 -Z3 ®1 U R W O �t- O �I- O (0 (D z m a- D W Q z W I-- T ry Q W Q U U) m z z �I 1 8 1 O 1" IN GROUNDCOVER) 6 2 ® 20 REMOTE CONTROL VALVE (SEE SPECS) _— 2 g O PVC FEMALE ADAPTER 111! 16 i I I °III- ' ' ' ' ' ° ' �_ 40 SCH. 80 UNION �I I 1 CU. FT. PEA GRAVEL 3 10 ° ' 13 6O IRRIGATION WATER MAINLINE 1 11 14 3 _ -- 2 70 BRICK SUPPORTS ® — 5 I — — °— III °I I 11 °III° 16 8 PLASTIC VALVE BOX O (12" LID) ® �•O • o��• • •o�r 8 • • 4 �p�7 4 O 8 HEAT BRAND "RCV" ONTO UD •O °0 • 5 �� O � 7 FLOW .. O CONTROL WIRES* BUNDLE AND TAPE (W/ 4 MIN. EXTRA WIRE) 3 15 a �0 CONTROL VALVE lO DRIP LATERAL END FLUSH VALVE 50 PVC NON - PRESSURE LATERAL BUN SO FINISH GRADE (FLUSH IN TURF O (W% 4 MIN!REXTRA WIRE) AND TAPE g 2 PVC MALE ADAPTER O ROUND PIT VALVE BOX © 1" ABOVE FINISH GRADE 1" IN GROUNDCOVER) f0 CONTROL VALVE O REMOTE CONTROL VALVE O 0 PVC MAINLINE (SEE OEMALEPADAP. it SCH. 80 PVC 3 O NIPPLE (TYP.) O 0 O • • ®: O � (� OO ® 11 . ® O �3 SOLENOID O 1 CU. FT. MIN. PEA GRAVEL SUMP 12 PIPE /}�/ �CT��J, ® �• O 0 10 O� ® TECHUNE DISC FILTER 4O BRICK SUPPORTS O4 SCH. 80 UNION (SEE SPECS) 13 SOLENOID 1 CU. FT. PEA GRAVEL O O O ®((lT9 0 O Q • 00 • O 0 O ®� 0 0 0 (� •0 �5 PVC SCH 40 TEE (SSS) OR ELL (SS) ON MAINLINE NOTE, SOIL AROUND VALVE BOX TO SAME DENSITY AS 50 14 PVC PRESSURE PIPE O 0 O�l�`/0 O O O� © UNDISTURBED /COMPACTED SUBGRADE COMPACT UNDISTURBED ADJACENT SOIL. © 4 • ® �Q O ®� ® 0 0 IRRIGATION WATER MAINLINE PVC SCH 40 TEE (SSS) OR ELL (SS) 15 ~ �7 UNDISTURBED /COMPACTED SUBGRADE VALVE BOXES SHALL BE GROUPED TOGETHER WHERE ON MAINLINE O BRICK SUPPORTS 16 UNDISTURBED /COMPACTED SUBGRADE n ' �8 PVC SCH 40 MALE ADAPTER POSSIBLE VALVE BOX SHALL BE 12` MINIMUM FROM ALL PAVED ® `PLASTIC VALVE BOX i7 WIRES BUNDLED UNDER MAINLINE TYP. Q PVC LATERAL TO SPRINKLERS AREAS, WALKS, OR BUILDINGS. HEAT BRAND "RCV" ONTO LID PVC LATERAL FROM RCV REMOTE CONTROL VALVE N.T.S. B DRIP REMOTE CONTROL ASSEMBLY N.T.S. C - N.T.S. D DRIP LATERAL END FLUSH 6 1 O 1 v 2 12` TYPICAL SPACING 1 1 2 2 11 4 �� 8 ® ° d. 7 AO © $ 0 90 1 rl 1 i 006000oU600U0U0 0 0 0 3 5 1 11 _4 . 4 4 ,i I © 1 - BALL VALVE 7 - PVC SCH 40 FEMALE ADAPTER (TYP.) 6 3 2 - PVC SCH. 80 UNION 5 TYP. 70 4 3 -PVC SCH 40 45 DEGREE ELL (SXS) 8 - FINISH GRADE IN TURF, 1" IN G.C. Q - POP -UP SPRAY HEAD SP ACING SP 3 (TYPICAL) 9 - 1 CU. FT. (MIN.) PEA ®- SWING JOINT ASSEMBLY (1 SCH 80 1 O TECHUNE EMITTER TUBING O f SUB- SURFACE, PRESSURE 1 NON- PRESSURE (2 4 - VALVE BOX GRAVEL SUMP NIPPLE AND 3 SCH. 40 ST. ELLS) COMPENSATING TUBING LATERAL LINE PIPING 7 6" MIN. SEPARATION 5 -SHORT PVC SCH. 80 10 - COMPACTED SUBGRADE ®- ANGLE WALL VARY WITH HEIGHT OF 2 O TECHUNE TUBING ELBOW O EMSSION POINT 2 PRESSURE MAINLINE PIPING 8 18" MIN. BELOW FINISH GRADE NIPPLE (LENGTH AS REQ'D) 11 - BRICK OR CONCRETE SUPPORTS ON COMPACTED POP -UP BODY ®- PVC SCH 40 TEE (SST) OF ELL (ST) SCH 40SSURE 30 POLYETHYLENE TUBING O PVC PIPING & FITTINGS 3 CONTROL WIRES 9 30" BELOW FINISH GRADE (�') SUBGRADE ®- PVC LINE 40 START CONNECTION (SEE DETAIL) 4 SCH. 40 PVC SLEEVING 10 6" MIN. SEPARATION 6 - PVC PRESSURE PIPE (TYP.) 12 - 18" MIN. DEPTH ®° 2" MAX. FROM CURBS, WALKS, ETC. Q TECHLINE 3/4" MALE ADAPTER 0 LINE FLUSHING VALVE IN SUMP (TWICE THE O.D. OF THE MAIN OR LATERAL LINE) 11 HARDSCAPE PAVING ®- AT FINISH GRADE IN TURF AREAS, 1" 5 PVC TEE (SxSxT) BOX OFF OF PVC FOOTER (SEE DETAIL) 5 MIN, OF 12" BELOW 12 FINISH GRADE IN SHRUB AREAS, BELOW GRADE WITHIN 60 SOURCE (TO HEADER) 6 FINISH GRADING MIN. OF 18 BELOW 13 SEE IRRIGATION SPECIFICATIONS 24" OF A VEHICLE OR PEDESTRIAN USE AREA © PVC LATERAL HEADER OR FOOTER EMISSION POINT SPACING: (SEE PLANS & LEGEND) FINISH GRADING FOR BACKFILL AND COMPACTION ®— 12" MIN. DEPTH 7D FINISH GRADE REQUIREMENTS NOTE: N.T.S. CHECK VALVES SHALL INSTALLED AS REQUIRED TO CONTROLS OW HEAD DRAINAGE. TECHLINE /SUB - SURFACE F TRENCHING N.T.S. G BALL VALVE N.T.S. N - N.T.S. I POP -UP HEAD N.T.S ,J START CONNECTION N.T.S. DE'CLARA77ON OF RESPONSIBLE CHARGE ° I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF PVC SUPPLY HEADER 3/4" QUICK BRAND LID EDGE OF WALK, FACE I AM FAMILIAR W/774 THE REQUIREMENTS FOR LANDSCAPE AND WORK FOR THIS PROJECT THAT l HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN —TOP OF SLOPE COUPLING VALVE "QC" OF CURB, FENCE OR MOW BAND IRR1GA77ON PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS l HAVE PREPARED SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE TURF LEVEL THIS PLAN IN COMPLIANCE WITH THOSE REGULATION AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. LINE FLUSHING VALVE ASSEMBLY 6" M1N. LANDSCAPE DESIGN MANUAL. l CERTIFY THAT THE PLAN IMPLEMENTS 7HOSE REGULA7IONS TO PROVIDE EFFICIENT USE I UNDERSTAND THAT THE CHECK OF DRAWINGS AND SPECIFICAl10NS Q1 MULCH 1 °0�, '1 TechLIne LATERAL TUBING I AX I OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN P.4�d1� °� O2 FINISH GRADE 2 ie ugyu VuuIAUIWVVi dVAI 3 PVC EXHAUST HEADER TOE OF SLOPE I GROUND FORGOING IS TR AND CO ECT. �f L &4�� t�3 GRATED CAP 4 COVER -I I Mi l—d 3/31/15 Q/ 3/31/15 LETTER I i —III— I I 1 -1 I JAMES P. B N ET77, CA. R.L.A. fJO58 / JAMES P. BEN TTI, CA. R.L.A. 7/3058 ®HUNTER 0.25 or 0.50 GPM PCB BUBBLER 5 TAINLESS DATE MY REQG IRA77ON EXPIRES 09/30/14 DATE MY REGIYRA T/ON EXPIRES 09130114 (OPTIONAL) STEEL CLAMP JPBLA, INC. JPBLA, INC. 6 4402 MANCHESTER AVE SU17E 201, ENCINITAS, CA 92024 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 ®HUNTER HCV CHECK VALVE PVC SCHEDULE 80 PEA GRAVEL, 7601479 -0644 760/479 -0644 (OPTIONAL) 7 NIPPLE (LENGTH AS 6" DEPTH ©PATENTED STRATA ROOT SYSTEM REQD.) OHUNTER SWING JOINT COMMON BRICK (OPTIONAL) PVC SCHEDULE ®LATERAL TEE OR ELL /PIPE 40 STREET ELL PVC SCHEDULE --� �--- PVC PIPELINE 9OROOT INTRUSION BARRIER $ 40 90 ELL (SXT) #4 REBAR, 24" CONVENTI ❑NAL OR TEE (SXSXT) LONG NOTE: INSTALL HUNTER SPACING ON TOP 2/3 PVC SCHEDULE 40 STREET ELL PVC SCHEDULE 80 FILTER FABRIC SLEEVE- OF SLOPE REMOTE CONTROL VALVE NOTE: NIPPLE, 6" LONG $ENEDErrr'°' JRZWS- SLEEVE ASSEMBLY WITH DISC FILTER AND PRV 1. ALL QUICK COUPLING VALVES MUST HAVE NON- POTABLE Q �o C ❑NVENTI ❑NAL SPACING LOCKING PURPLE THERMOPLASTIC RUBBER COVERS s ` JAMES P. �ENEDETTI LANDSCAPE ARCHITECT PLUS 25% ON BOTTOM 1/3 OF SLOPE NOTE+ 2. QUICK COUPLER VALVES SHALL BE OF A TYPE APPROVED FOR RECYCLED WATER USE. 3. APPLY TEFLON TAPE TO ALL THREADED CONNECTIONS. - 9i30ils 4403 MANCHESTER AVE. SUITE 201 ALIGN TechLlne LATERALS PARRALLEL TO THE CONTOURS OF THE SLID E ENCINITAS, CA 92024 760/479-0644 FAX 760/479 -0645 3/31/15 K L M TREE BUBBLER N.T.S. TECHLINE SLOPE FEED LAYOUT QUICK COUPLER N.T.S. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLANNIWCx DEPA1?ZMEN Ewalw✓ezm zIV1sICN PmPR•ov4t's CITY ®F= ENCINITAS PUbLLC. LJ®RKS DEPARTMENT DRAWING NO, DESCRIPTION: svRvt^t _cnY of Et`1c Inns Co,J�T1lol. ?01!11 -r EWX HORIZONTAL 1"=10' PLA PR PARED UNDER SUPERVISION OF \ " DATE : A/22/15 RECOMMENDED BY. /� � APPRO ID BY. IRRIGATION DETAILS FOR: ENCIMTAS VILLAGE CUL DE SAC RECONFMRA110N ENCINITAS, CA 12138 -G VERTICAL 1 " =10' R.L.A. NO.: 3058 NDSCAPE ARCHITECT JAMES P. BENEDETTI EXP. 09 30 16 "AcSiH• MAIIci_ DATE: 7 /G/ I S CL.ENN PRun.l DATE: 6 /s 105 -133 NORTH EL CAMINO APN 259 - REAL, ENCINITAS, CA 121 -24 RECORD FROM: P-05 1841 u SHEET 6 OF 12 ELEVATION: 014$' DATUM: Av PLANNING CASE NO: 13 -270 SUBC 3115 \REVEG- 05 -25 -10 5 O I 0 u a 1 (n f W U Q APN 259 - 121-24 r d / JJ RtLOCA JL. EXIS 7/VC_- ti '( ST'7 LIMIT LINE AS SHOWN AIDD NEW STOP" PAVEMENT I EGENO a Fs gs7.sp tTi 2;r 3` S 217817 (FS 716 81,1 ( _= 4t i a i E# 3€L7 f1 ^H 1D BF RE O4 ICI / r 1'3 241t`T E80 F 2 t FS 2117 ..; 6 Tu21;4 r5 2f6.s� t l7✓ LIMIT Of PUBF11C RIGH i CF- WAY - TO BE tlac.ATFD PER C17Y COUNT i° PESOLGPON 2011-45 C7 c, 6. � I I f BANK ` FS 21745J 4 U 21713-7) C FE -g 06, - TG' 2 1727 T2f .58 s. Ae rr27 .. - s 216. Fc 21652 NEW STORM DRAIN 216.71) . 216.18, { L Z JANUARY rri TC15.9. W �.. 7W 2'9..57 C FLi\215.45 4.49 OW 217.03' t t f �. 11-_ JULY 5.86 STORM DRAIN 5.61 ._ - -. 1 CT6CCP 1 P9^L9Y EC 218._41 f _.(FS L17q y-. TC s ?17.80 _7C 2 ?7.3 '3 17.3e). (As z,zu )' l i 611. PCC CURE' Wl 7' CURB CATS 7C 2,c".8$ TG 21634 , �(FS 2x6.3 T (F'S 215.84) `2T 298 � -- NEW Si"1dM Dr1'AIIV ::HEFT: NF FS 20.CV CUR, FhNi L7. TG 21 75 t "C 2t5.f FS [1 .2 EX. STORM €?RA ,'v'. APN 25?- 121 - -14 -Y I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGA77ON PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA77ON AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS 7HOSE REGULA77ONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM 7HAT THE FORGOING IS 77?UE AND CORRECT. 3/31/15 JAMES A B N ETTI, CA. R.L.A. #3058 DATE MY R 77?A77ON EXPIRES 09130114 ✓PBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 HYDROZONE MAP TIC 215 FL 215. �I dal �i 12 RFLOCAIEA XStt'G „Sti}P Stf';�" r9S ar�0Vl�'q r REMAI r i F_ FXIS77NG TREE TO PE REM ff K4'IA I�z TERS 21 14EI f R rte - ,r' I - MA rCR EX. a (Tr 217.78 \ as �( FS 21747 U t!rz i � .ials� t y 0+ N)}, < srr c INRiCA ^N 70Y T RFI#A'I", ki 8 l i YfRE F.' _d 1EO TO 21-5'. FS 215. e ®ems ®r. Z1Z �n SOME 1" ® 20-0" LJ VVVV W 1W 20' 4W 60' 07 7rc 11�.'Tt t ( 1a (FS 219.59) ,._..f, ,.. _ IMATCH Nil a; I Lk/ RN( At A PARKING t A:. A. NOT A P,4fZT \ 1 \ t ) 1 4 t i i v � CU r5 i NEC SOILS MANAGEMENT REPORT !Tt a *�1 SOIL ANALYSIS The texture of the soil is classified as clayey sand. The small clay particles of the soil causes it to consolidate and compact, resulting in a moderate to slow soil infiltration rate. Additional factors such as, compaction due to site grading, may further slow the actual soil infiltration rate. The soil is strongly alkaline at 9.1 on the pH scale, which, if not amended, could cause a broad range of plants to show symptoms of alkalinity, including chlorosis. The total soluble salts is safely low at 2.60 dS /m (measured by the ECe). The sodium level of the soil is 10.7 me /liter. The or anic cunt nt of the soil is low at 0. o the total sam le b d wei ht. q g e 5 f p y ry g RECOMMENDED SOIL AMENDMENTS Apply in Lbs per acre Nitrogen = 70 Manganese = 20 Zinc = 0 Potassium (K20) = 250 Boron = 1 Iron = 0 Sulfur = 0 Phosphorous (P205) = 70 Copper = 0 All planting areas shall be finished with a 2 inch layer of shredded bark mulch. Landscape contractor shall provide a sample to the landscape architect for approval. REFER TO LANDSCAPE SPECIFICATIONS SECT. 108, D, 2 NOTE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AGRONOMIC SOILS REPORT AFTER FINISHED GRADING AND PRIOR TO ANY PLANT INSTALLATION. LEGEND SEE LANDSCAPE SPECIFICATIONS. HYDROZONE ONE: MP ROTATORS, LOW PLANT WATER USE (711 SF, 22% OF TOTAL LANDSCAPE AREA) HYDROZONE TWO: DRIP, LOW PLANT WATER USE (3,105 SF, 78% OF TOTAL LANDSCAPE AREA) NOTES: 1. ANY SLOPE OVER 25% WILL BE IRRIGATED WITH A PRECIPITATION RATE OF .75 INCHES PER HOUSE OR LESS- TO PREVENT RUNOFF AND EROSION. JAMES P. BENEDETTI 2. IRRIGATION PIPING AND IRRIGATION DEVICES SHALL BE INSTALLED BELOW GRADE IF THEY ARE WITHIN so N �ANDS�APE ARCHITECT 24 INCHES OF AN IMPERMEABLE SURFACE UNLESS THE IMPERMEABLE SURFACE DESIGN CAN BE 4403 MANCHESTER AVE. SUITE 201 CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. ENCINITAS, CA 92024 760/479 -0644 FAX 760/479 -0645 REVISIONS APPROVED DATE REFERENCES 3115 \REVEG- 05 -25 -10 DATE BENCH MARK SCALE DESCRIPTION: CITY OF F_W -0t-T SURVEY GON?ROI. VOIIVT I"c.1.1C-Z'6 HORIZONTAL 1"=10' RECORD FROM: Roy 16'11 In VERTICAL r� nur.fs._7ei ..e. ... -"..._ .. A..e. nn MV31 %J en MONTHLY AVERAGE REFERENCE EVAPOTRANSPIRATION INCHES PER MONTH INCHES PER DAY MONTH J r r n G16.�U j f W 216.50 Es JANUARY f I J rl W �.. 7W 2'9..57 3.42 �C� 4.49 OW 217.03' t t f �. 11-_ JULY 5.86 STORM DRAIN 5.61 2.6' MAX Hi R T WALL PER SORSU. 4.49 t CUR9 ,NL_7 t 111 214,& 3.42 CMU BLOCK tAALL PAINTF0 TAN T4 MATCH t tf DECEMBER 1.83 EX. SHOPPING C NIER IHPRO'IEMEAiTS Alt i ) 18.5 OCTOBER 4.5 APN 259 -121- 1� 1 1.5 DECEMBER 1 i t t t t i t 4 2 3 i i 4 t i t { i r � n I T1 7NSFORMER , �n SOME 1" ® 20-0" LJ VVVV W 1W 20' 4W 60' 07 7rc 11�.'Tt t ( 1a (FS 219.59) ,._..f, ,.. _ IMATCH Nil a; I Lk/ RN( At A PARKING t A:. A. NOT A P,4fZT \ 1 \ t ) 1 4 t i i v � CU r5 i NEC SOILS MANAGEMENT REPORT !Tt a *�1 SOIL ANALYSIS The texture of the soil is classified as clayey sand. The small clay particles of the soil causes it to consolidate and compact, resulting in a moderate to slow soil infiltration rate. Additional factors such as, compaction due to site grading, may further slow the actual soil infiltration rate. The soil is strongly alkaline at 9.1 on the pH scale, which, if not amended, could cause a broad range of plants to show symptoms of alkalinity, including chlorosis. The total soluble salts is safely low at 2.60 dS /m (measured by the ECe). The sodium level of the soil is 10.7 me /liter. The or anic cunt nt of the soil is low at 0. o the total sam le b d wei ht. q g e 5 f p y ry g RECOMMENDED SOIL AMENDMENTS Apply in Lbs per acre Nitrogen = 70 Manganese = 20 Zinc = 0 Potassium (K20) = 250 Boron = 1 Iron = 0 Sulfur = 0 Phosphorous (P205) = 70 Copper = 0 All planting areas shall be finished with a 2 inch layer of shredded bark mulch. Landscape contractor shall provide a sample to the landscape architect for approval. REFER TO LANDSCAPE SPECIFICATIONS SECT. 108, D, 2 NOTE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AGRONOMIC SOILS REPORT AFTER FINISHED GRADING AND PRIOR TO ANY PLANT INSTALLATION. LEGEND SEE LANDSCAPE SPECIFICATIONS. HYDROZONE ONE: MP ROTATORS, LOW PLANT WATER USE (711 SF, 22% OF TOTAL LANDSCAPE AREA) HYDROZONE TWO: DRIP, LOW PLANT WATER USE (3,105 SF, 78% OF TOTAL LANDSCAPE AREA) NOTES: 1. ANY SLOPE OVER 25% WILL BE IRRIGATED WITH A PRECIPITATION RATE OF .75 INCHES PER HOUSE OR LESS- TO PREVENT RUNOFF AND EROSION. JAMES P. BENEDETTI 2. IRRIGATION PIPING AND IRRIGATION DEVICES SHALL BE INSTALLED BELOW GRADE IF THEY ARE WITHIN so N �ANDS�APE ARCHITECT 24 INCHES OF AN IMPERMEABLE SURFACE UNLESS THE IMPERMEABLE SURFACE DESIGN CAN BE 4403 MANCHESTER AVE. SUITE 201 CONSTRUCTED TO CAUSE WATER TO DRAIN ENTIRELY INTO A LANDSCAPE AREA. ENCINITAS, CA 92024 760/479 -0644 FAX 760/479 -0645 REVISIONS APPROVED DATE REFERENCES 3115 \REVEG- 05 -25 -10 DATE BENCH MARK SCALE DESCRIPTION: CITY OF F_W -0t-T SURVEY GON?ROI. VOIIVT I"c.1.1C-Z'6 HORIZONTAL 1"=10' RECORD FROM: Roy 16'11 In VERTICAL r� nur.fs._7ei ..e. ... -"..._ .. A..e. nn MV31 %J en MONTHLY AVERAGE REFERENCE EVAPOTRANSPIRATION INCHES PER MONTH INCHES PER DAY MONTH ETo JANUARY 1.83 FEBRUARY 2,20 MARCH 3.42 APRIL 4.49 MAY 5.25 JUNE 5.67 JULY 5.86 AUGUST 5.61 SEPTEMBER 4.49 OCTOBER 3.42 NOVEMEBER 2.36 DECEMBER 1.83 MONTH ETo JANUARY 0.06 FEBRUARY 0.08 MARCH 0.11 APRIL 0.15 MAY 0.17 JUNE 0.19 JULY 0.19 AUGUST 0.18 SEPTEMBER 0.15 OCTOBER 0.11 NOVEMEBER 0.08 DECEMBER 0.06 ANNUAL ETO: 42.9 DATA SOURCE: THE CITY OF ENCINITAS MATURE LANDSCAPE IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAYS A WEEK MONTH MINUTES DRIP MINUTES ROTORS JANUARY 3 9 FEBFRUARY 3.5 12 MARCH 4.5 14.5 APRIL 5 16 MAY 6.5 21 JUNE 6.5 21 JULY 6.5 20 AUGUST 6.5 20 SEPTEMBER 5.5 18.5 OCTOBER 4.5 14.5 NOVEMEBER 1 1.5 DECEMBER 1 1.5 WATER USE CALCULATIONS 6 MONTH ESTABLISHMENT IRRIGATION SCHEDULE DAILY RUN TIMES 3 -5 DAYS A WEEK MONTH MINUTES DRIP MINUTES ROTORS JANUARY 5 9.5 FEBRUARY 7 12.5 MARCH 8 15 APRIL 8 16.5 MAY 15 21.5 JUNE 15 21.5 JULY 15 20.5 AUGUST 15 20.5 SEPTEMBER 9 19 OCTOBER 7 15 NOVEMEBER 2 2 DECEMBER 2 2 NOTES: 1. THERE IS AN EXISTING ET CONTROLLER FOR THIS PROJECT AND THE CONTRACTOR VERIFY LOCATION AND STATION NUMBERS PRIOR TO START OF CONSTRUCTION. THIS INFORMATION IS PROVIDED FOR REFERENCE ONLY. 2. NO OVERHEAD IRRIGATION SHALL BE USED BETWEEN THE HOURS OF 8:00 AM AND 6: 00 PM DECLARA77ON OF RESPONSIBLE CHARGE. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER 7HE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT 7HE CHECK OF DRAWINGS AND SPECIRCA77ONS BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. i(- 3/31 /15 JAMES P. BEN T77, CA. R.L.A. #3058 DA IF MY RER A77ON EXPIRES 09130114 ✓PBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 This calculation assumes that Hydrozone 1 is planted with low water use plants with a Plant Factor (PF) of 0.3 and utilizes a spray system with an IE of 0.70 (70 %). It assumes that Hydrozone 2 is planted with low water use plants with a pf of 0.5 and and utilizes a drip irrigation system with an ie of 0.8 (80 %). There are no Special Landscape Areas (SLA). MAXIMUM APPLIED WATER ALLOWANCE (MAWA) MAWA = (ETo) (0.62) [ .7 x LA + 0.3 x SLA] MAWA = (42.9) (0.62) [ .7 x 3,817 + 0.3 x 01 MAWA = 71,067.2 gal / yr ESTIMATED TOTAL WATER USE (ETWU) OF ETWU = (Eto) (0.62) [ (PF x HA) / IE + SLA] HYDROZONE PLANT WATER USE TYPE PLANT FACTOR IRRIGATION METHOD IRRIGATION EFFICIENCY SQUARE FEET PF X AREA PERCENT TOTAL LA 1 LOW 0.3 ROTOR 0.7 711 213.3 19% 2 LOW 0.5 DRIP 0.8 3.105 1,552.5 81% Hydrozone 1 ETWU = (ETo) (0.62) [ (PF x HA) ! IE + SLA] ETWU = (42.9) (0.62) [ (.3 X 711 10.70 )+ 0] ETWU = 8,104.8 gal. / yr Hydrozone 2 ETWU = (ETo) (0.62) [ (PF x HA) / IE + SLA] ETWU = (42.9) (0.62) [ (.5 X 3,105 10.80)+ 01 ETWU = 51,616.7 gal. ! yr Total project ETWU 59,721.5 The ETWU (59,721.5 gal I yr) is less than the MAWA (71,067.2 gal ! yr) Percent = MAWA - ETWU x 100 = 71,067.2 gal - 59,721.5 gal x 100 = 15.9% MAWA 71,067.2 gal the annual water savings is 15.9% (11,345.7 gallons per year) �NGINEERIIJG) D\VI� PLANS ` PREPARED UNDER SUPERVISION OF RECOMMENDED �1J DATE 4/22/15 1^ • ,/1/� a� - BY: BY LADSCAPE ARCHITECT R.L.A. NO.: 3058 ASIR HAHEft. 09/30/16 DATE: 7/ G/ I S DA MES P. BENEDETTI EXP. IoM AFPIZDVA Ls CITY ®F= ENCINITAS 90115L.11✓ WORKS DEPARTM IRRIGATION WATER CONSERVATION CALCULATIONS FOR: ENCINITAS VILLAGE CUL DE SAC RECONFIGURATION ENCINITAS, CA 105 -133 NORTH EL CAMINO REAL, ENCINITAS, CA APN 259- 121 -24 PLANNING CASE NO: 13 -270 SUBC a M • U Z m n 7) Ld Q z U7 < 9/30/16 W .- 3/31/15 = C) Q DRAWING NO. w 12138 -G Z SHEET 7 OF 12 g DECLARATION OF RESPONSIBLE CHARGE.- I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 6703 OF 7HE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE-CHECK OF DRAWINGS AND SPECIFICATIONS BY THE CITY F SAN DIEGO COUNTY DEPARTMENT Y MEN OF ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. 3/31/15 JAMES P. BEN TT, CA. R.L.A. J3058 DATE MY REGI RATION EXPIRES 09/30/14 JPBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 IRRIGATION 02810 -11 SECTION 02810 IRRIGATION PART 1 - GENERAL 1.01 GENERAL CONDITIONS, A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1.02 SCOPE, A. THE WORK INCLUDES ALL SERVIU ES, LABOR, MATERIALS, TRANSPORTATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED, THE GENERAL CONDITIONS AND DIVISION 1 APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. 1. RELATED WORK, (A) LANDSCAPING SECTION (02900) 1.03 SUBMITTALS, A., SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, MANUFACTURER'S BROCHURES, MAINTENANCE MANUALS, GUARANTEES AND OPERATING INSTRUCTIONS. 1.04 GUARANTEE, A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE - AT THE CONCLUSION OF THE MAINTENANCE PERIOD - ON COMPLETE WATER IRRIGATION SYSTEM, INCLUDING NONSETTLING OF THE BACKFILL IN TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS AND /OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.05 OBSERVATION, A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS REQUIRED AND /OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND /OR OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE TIME SUCH INSPECTION AND /OR DIRECTION IS REQUIRED. B. OBSERVATION WILL BE REQUIRED FOR THE FOLLOWING PARTS OF THE WORK, 1. UPON INSTALLATION AND TESTING OF MAIN LINES AND LATERAL LINESj WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO PRESSURE TESTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 2. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, BACKFLOW PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND CEINTR13L VALVES AND WIRES, 3. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE PRESENCE OF THE ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND - ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO COVER. 4. FINAL OBSERVATION AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE WORK, 1.06 TESTING, ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF 125 PSI FOR A PERIOD OF FOUR HOURS. ALL TESTING SHALT_ BE IN THE PRESENCE OF THE ARCHITECT, APPROVAL SHALL BE RECEIVED BEFORE BACKFILLING ANY TRENCH, DO NOT COVER AIVY LINES UNTIL THEY HAVE BEEN OBSERVED AND APPROVED. 1.07 RECORD DRAWINGS, A. BEFORE FINAL ACCEPTANCE OF WORK, THE CONTRACTOR SHALL PROVIDE A RECORD SET OF DRAWINGS SHOWING THE SPRINKLER SYSTEM WORK. 1. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF - INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE: S❑ INDICATED ON THE RECORD DRAWINGS. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE SHOWN ON THE RECORD DRAWINGS. 3. ALL REMOTE CONTROL VALVES, SHUT -OFF VALVES, QUICK COUPLER VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS, DIMENSIONS SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST ONE -HALF FOOT, 4. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS, A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE SECURED TO THE INSIDE OF THE COVER. 5. IMMEDIATELY UPON INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. 1.08 GENERAL REQUIREMENTS, A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS, NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE CONTRARY IS GRANTED BY THE DISTRICT. B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. D. LANDSCAPE HEADERS AND MOWING STRIPS SHALL BE IN PLACE BEFORE INSTALLATION OF SPRINKLER SYSTEM, E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY ALL DIMENSIONS. F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE LOCATIONS OF ALL INSTALLATIONS. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. H. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PIPING OF DISSIMILAR METAL MATERIALS. I. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS FOR CONNECTION. J. PERMISSION TO SHUT OFF ANY EXISTING IN -USE WATER LINES MUST BE OBTAINED 48 HOURS IN ADVANCE, IN WRITING FROM THE OWNER. THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS TO THE EXACT LENGTH OF TIME OF EACH SHUT -OFF. K. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. PART 2 - PRODUCTS 2.01 MATERIALS, A. PIPING, PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS OTHERWISE NOTED. 1. PVC PRESSURE MAINLINE PIPE FITTINGS, ALL BURIED PRIVATE PIPING IN THE RECLAIMED WATER SYSTEM SHALL BE INSTALLED WITH WARNING TAPE IDENTIFYING IT AS RECLAIMED WATER WITH THE EXCEPTION OF INTERMITTENT PRESSURE LINES. INTERMITTENT PRESSURE LINES (LINES ON THE DOWNSTREAM SIDE OF A CONTROLLER VALVE THAT WILL NOT BE SUBJECT TO CONSTANT PRESSURE) MAY BE EXCEPTED AS LONG AS IT IS APPARENT, DUE TO LINE SIZE AND LOCATION AS DETERMINED SOLELY BY THE DISTRICT ENGINEER OR INSPECTOR, THAT THE LINES ARE PART OF A RECLAIMED WATER SPRINKLER IRRIGATION SYSTEM. STENCILED PIPE, AS SPECIFIED BELOW, WILL BE ACCEPTED IN CONJUNCTION WITH WARNING TAPE. (A) PRESSURE MAINLINE PIPING FOR SIZES 2'AND LARGER SHALL BE PVC CLASS 315, AND SHALL BE PURPLE, (B) PIPE SHALL BE MADE FROM AN NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO ASTM RESIN SPECIFICATIONS 'D1784'. ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS- 22 -70, WITH AN APPROPRIATE STANDARD DIMENSION (S.D.R,) - (SOLVENT WELD PIPE). (C) PRESSURE MAINLINE PIPING FOR SIZES 1 -1/2' AND SMALLER SHALL BE PVC SCHEDULE 40 WITH SOLVENT WELDED JOINTS, AND SHALL BE PURPLE, (D) PIPE SHALL BE MADE FROM NSF APPROVED TYPE 1, GRADE 1, PVC COMPOUND CONFORMING TO THE ASTM RESIN SPECIFICATIONS 'D1785', ALL PIPE MUST MEET REQUIREMENTS AS SET FORTH IN FEDERAL SPECIFICATIONS PS- 21 -70, (E) PVC SOLVENT -WELD FITTINGS SHALL BE SCHEDULE 40, 1 -2, 11 -1 NSF APPROVED CONFORMING TO ASTM TEST PROCEDURE D2466. (F) SOLVENT CEMENT AND PRIMER FOR PVC SOLVENT WELD PIPE AND FITTINGS SHALL WELD -ON' P -70 PRIMER & 711 MEDIUM SET GRAY CEMENT, OR APPROVED SUBSTITUTION, (G) ALL PVC PIPE MUST BEAR THE FOLLOWING MARKINGS. 1. MANUFACTURER'S NAME 2. NOMINAL PIPE SIZE 3. SCHEDULE OR CLASS 4. PRESSURE RATING IN P.S.I. 5. NSF (NATIONAL SANITATION FOUNDATION) APPROVAL 6. DATE OF EXTRUSION (H) ALL FITTINGS SHALL BEAR THE MANUFACTURER'S NAME OF TRADEMARK, MATERIAL DESIGNATION, SIZE, APPLICABLE I.P.S. SCHEDULE AND NSF SEAL OF APPROVAL. A.C.P., 4' AND ABOVE, SHALL HAVE THE WORDS 'RECLAIMED WATER' STENCILED IN 2 -INCH GREEN LETTERS ON BOTH SIDES OF THE PIPE IN AT LEAST THREE PLACES IN A 13 -FOOT SECTION OF PIPE (TOTAL OF SIX PLACES PER SECTION OF PIPE). ALL PIPE SHALL HAVE STENCILING APPEARING ON BOTH SIDES OF THE PIPE WITH THE MARKING 'RECLAIMED WATER' IN 5/8' LETTERS REPEATED EVERY 12 INCHES. 2. PVC NON- PRESSURE LATERAL LINE PIPING (A) NON - PRESSURE BURIED LATERAL LINE PIPING SHALL BE PVC SCHEDULE 40 WITH SOLVENT -WELD JOINTS, AND SHALL BE PURPLE. (B) PIPE SHALL BE MADE FROM NSF APPROVED, TYPE 1, GRADE 11 PVC COMPOUND CONFORMING TO ASTM SPECIFICATIONS 'D1784', ALL PIPE MUST MEET REQUIREMENTS SET FORTH IN FEDERAL SPECIFICATION PS -22 -70 WITH AN APPROPRIATE STANDARD DIMENSION RATIO, (C) EXCEPT AS NOTED IN PARAGRAPHS (A) AND (B) OF SECTION 2.0l.A.1(A) AND (B), ALL REQUIREMENTS FOR NON- PRESSURE LATERAL LINE PIPE AND FITTINGS SHALL BE THE SAME AS FOR SOLVENT -WELD PRESSURE MAINLINE PIPE AND FITTINGS AS SET FORTH IN SECTION 2.0I.A,1 OF THESE SPECIFICATIONS, (PRIMER NOT REQUIRED). ALL UNSIZED END RUN LATER LINES SHALL BE J' PIPE. 3. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% RED BRASS. B. FITTINGS AND CONNECTIONS, 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS, TYPE II, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED WITH FOLLOWING INFORMATION, NOMINAL PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 2. BRASS PIPE FITTINGS AND CONNECTIONS, STANDARD 125 POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. C. AUTOMATIC CONTROL WIRE, 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INCH NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, COLOR CODE WIRES TO EACH VALVE, COMMON WIRE SHALL BE WHITE, D. AUTOMATIC CONTROLLER, 1. CONTROLLER SHALL BE PROTECTED IN PLACE, E. CONTROL VALVES, 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL STEM AND SHALL BE OPERABLE MANUALLY WITHOUT ELECTRICITY, F. VALVE BOX, 1. FOR REMOTE CONTROL VALVES 9 -1/2' X 16' X 11' RECTANGULAR BOX MANUFACTURED BY CARSON INDUSTRIES #14129 -12B WITH PURPLE BOLT DOWN COVER OR APPROVED EQUAL. 2. FOR BALL VALVE, 10' X 10'1/4' ROUND, CARSON INDUSTRIES #910 -12B WITH PURPLE BOLT COVER OR APPROVED EQUAL. EXTENSION SLEEVE TO BE PVC -6' MINIMUM SIZE. G. ANTI -DRAIN EXCESS FLOW VALVES, 1. ANTI -DRAIN EXCESS FLOW VALVES SHALL BE MAINTENANCE FREE AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS STEEL AND NEOPRENE INTERNAL PARTS, VALVES SHALL BE ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY AFTER RVC SHUT -OFF. VALVES SHALL HAVE A FEMALE IPS THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS THE RISER. THE ANTI -DRAIN VALVES SHALL BE VALCON #ADV- X.S. OR APPROVED EQUAL. H. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR APPROVED EQUAL, I. QUICK COUPLER ASSEMBLY, 1. NON- POTABLE QUICK COUPLER VALVE, (A) QUICK COUPLER VALVE SHALL BE 1' SIZE, LOCKING CAP, RUBBER COVER WITH NON- POTABLE WARNING LABEL WITH ACME THREAD TYPE. (B) QUICK COUPLER KEY SHALL BE OF BRASS /BRONZE WITH A HOSE BIB ASSEMBLY. J. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING - LOADED AND SWING CHECK, K. BALL VALVES, 1. PRODUCT, 1' - 2' SIZE (KING BROS. LO- TORQUE BALL VALVE MODELS LT. 1000 -T THRU LT.2000 -T) 2' - 4' SIZE (KING BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CALIFORNIA, 91384 PHONE, (800)541 -2672 OR (805)257 -3262, L. CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. M. BACKFILL SHALL BE CLEAN FILL SOIL, N. CONTRACTOR SHALL PROVIDE TO THE OWNER, 1. TWO (2) CONTROL VALVE KEYS. 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF SPRINKLER HEAD, 3. ONE (1) 48' TEE WRENCH FOR OPERATING GATE VALVES. 4. SIX (6) QUICK COUPLER KEYS AND SIX (6) HOSE BIB ASSEMBLIES. PART 3 - EXECUTION 3.01 GENERAL REQUIREMENTS, A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF THE ARCHITECT BEFORE INSTALLATIONS. B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. C. LOCATE LINES, VALVES AND OTHER UNDERGROUND UTILITIES AND RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING TRENCHES. 3.02 INSTALLATION OF IRRIGATION SYSTEM, A. EXCAVATION AND BACKFILLING OF TRENCHES, 1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE WITH SUFFICIENT ROOM FOR PIPE FITTINGS, TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A HYDROSTATIC TEST AS SPECIFIED. 2. DEPTH OF TRENCH, POLYVINYL CHLORIDE PRESSURE LINE 30' MINIMUM (3 IN. OR LARGER) POLYVINYL CHLORIDE PRESSURE LINE 18' MINIMUM (2 1/2 IN, AND SMALLER) POLYVINYL CHLORIDE NON- PRESSURE LINE 12' MINIMUM 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD, (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL ON OPPOSITE SIDE. 4. SUBSOIL SHALT_ BE FREE OF ALL ROCKS OVER ONE (1) INCH IN DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL WHERE SO INDICATED ON DETAIL. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND MATERIALS. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL 90% COMPACTION HAS BEEN ACHEIVED. 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS, B. INSTALLATION OF POLYVINYL CHLORIDE PIPE, 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL LOAD AT ANY POINT. 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT AND REJOINED WITH A COUPLING. 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP -EDGED OBJECTS. 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR EQUAL, BEFORE WELDING SOLVENT IS APPLIED. WELDED JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET BEFORE MOVING OR HANDLING, ALL FIELD CUTS SHALL BE BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND GLUING TOGETHER. 6. PIPE SHALL BE NAKED FROM SIDE -TO -SIDE OF S TRENCH BOTTOM TO ALLOW FOR EXPANSION AND CONTRACTION. 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR INSPECTION DURING TESTING. 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND CURING. 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. 10. PLASTIC TO PLASTIC JOINTS, SOLVENT -WELD, USING SOLVENT RECOMMENDED BY PIPE MANUFACTURER ONLY, It. SOLVENT -WELD JOINTS, ASSEMBLE PER MANUFACTURER'S RECOMMENDATION. 12. THRUST BLOCK SHALL BE INSTALLED AS PER CITY STANDARDS. C. INSTALLATION OF BRASS ,PIPE, 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT NO PIPING WITH METALLIC WHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO MOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES, CAULKING IS NOT PERMITTED. D. REMOTE CONTROL WIRING, 1. DIRECT BURIAL CONTROL WIRE SIZES, AS SHOWN AND SPECIFIED HEREIN BEFORE, 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 -FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON TRENCHES WHEREVER POSSIBLE. 4. CONTROL WIRE SPLICES, ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS, (1) STRIP OFF MINIMUM OF 2 -1/2 INCHES OF INSULATION FROM EACH WIRE. (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPDXY RESIN. (4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL TAPE. 5. NUMBERING AND TAGGING, IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH NUMBER OF CONNECTED VALVE. E, REMOTE CONTROL VALVES, 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX. G. VALVE BOX, 11 INSTALL VALVE'BOXES AS SHOWN ON DETAIL. INSTALL NO MORE THAN ONE VALVE PER BOX, STENCIL VALVE NUMBER AND CONTROLLER LETTER ON UNDERSIDE OF VALVE BOX LID, H. SPRINKLER HEADS, 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT t,NY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO SO. I. QUICK COUPLER ASSEMBLY, 1. INSTALL ALL QUICK COUPLERS AS INDICATED ON DRAWINGS AND AS DIRECTED. SET ALL VALVES PLUMB AND TRUE TO FINISH GRADE AND A MAXIMUM OF 12 INCHES FROM PAVING, WALKS, HEADERS OR CURBS, AND AS SHOWN ON PLANS AND AS DIRECTED, J. BALL VALVES, 1. INSTALL WHERE SHOWN AS DETAILED. K. BACKFLOW PREVENTER, 1. BACKFLOW PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORD WITH MANUFACTURER'S SPECIFICATIONS, LOCATED AND AS DIRECTED ON DRAWINGS, AND SHALL CONFORM TO ALL APPLICABLE CODE AND ORDINANCE REQUIREMENTS. 2. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE BY THE ARCHITECT. L. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. M. INSTALLATION OF ANTI -DRAIN VALVES, ANTI -DRAIN VALVES SHALL BE INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI -DRAIN DEVICES N. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND CURBS IN SHRUB PLANTING AREAS. INSTALL QUICK COUPLES VALVES NO FURTHER AND 170', APART. 0. SLEEVING, 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WIRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL BE INSTALLED AT A MINIMUM DEPTH OF 30' BELOW FINISH GRADE. 2. IRRIGATION LINES UNDER OTHER ASPHALT CONCRETE OR PORTLAND CONCRETE IMPROVEMENTS (OTHER THAN ROADS) SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES AT A MINIMUM DEPTH OF 18' BELOW FINISHED GRADE. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A MINIMUM OF TWO (2) TIMES THE SIZE OF THE LINE IT SERVES, 4. CONTROLLER WIRES LOCATED UNDER STREETS OR OTHER PERMANENT IMPROVEMENTS SHALL BE INSTALLED IN SEPARATE PVC SLEEVES AND (CORRESPONDING TO TYPE AND DEPTH AS SPECIFIED IN 0-1, AND 0 -2, ABOVE. 3.03 CLEAN -UP, A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEEP AND CLEAN ALL SIDEWALKS, ASPHALT, AND CONCRETE AREAS ADJACENT TO THE PLANTINGS. x1x[x1x1w* xxixlw*w I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULA7TONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULA77ON AND THE LANDSCAPE DESIGN MANUAL. I CERTIFY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORGOING IS 7RUE AND CORRECT 3/31/15 JAMES P. B N ET77, CA. R.L.A. 7f3058 DATE MY REQ& IRA TION EXPIRES 09/30/14 JPBLA, INC. 4403 MANCHESTER AVE. SU17F 201, ENCINITAS, CA 92024 7601479 -0644 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLO W1061 DEPAR -7Tq -T EIJGWEGRWC, I)I\16100 APP2ovA•L% CITY OF ENCINITAS ?U?)UC_. W09-14S DEPARTMENT DRAWING NO. DESCRIPTION: _CM( OP 6NUW TA5 Sd2VEY CO"71LOL bIWT f-M -t� HORIZONTAL 1"=10' VERTICAL 1 " =10' PLANS Ij EP$RED UNDER SUPERVISION OF �l !, DATE : 4/22Z15 ` 3058 LA DSCAPE ARCHITECT R.L.A. NO.: � 09Z30/16 MES P. BENEDETTI EXP. RECOMMENDED APPROV D M . BY. MA5114 HAAI+�(L BY' GLemp ??-UIH DATE: rZ� DATE: /� IRRIGATION SPECIFICATIONS FOR: ENCINITAS VILLAGE CUL DE SAC RECONFIGURATION ENCINITAS, CA 105 -133 NORTH EL CAMINO REAL ENCINITAS CA , APN 259 - 121 -24 PLANNING CASE NO: 13 -270 SUBC 12138 -� - RECORD FROM:_IZ05 1 *04ILP ELEVATION: 250.ati' DATUM- NAVD88 SHEET 8 OF 12 3115 \REVEG- 05 -25 -10 COP 0 Qo O n u U Z I- C) L,J H C) ry Q Lv q Q C� Ln Z APN 1211-- �r r RE GCA7 . M fS$,%!c - r, -rrr� r, ,` f�,.- Y,•" / r' J� {`P JAI A J SHOWN t t EX. fJEt a ,� �•._�, r. A� . r REL u, A 7r EXISTING— RAM F `7tY o v' f / STEP L7f7;i LINE AS \ mgt i sei SNOWN ADD NEW "STOP" n Ep, Wjip PAVEMEN" LEGEND MA Oil EXI . --- En1SOAt8 E BE REMfvs, `k 7 t, - MATCr?_E.X _ _. 7C 218.30 rv, WATER #E *ER.S f MP,TGy EX.`t t r' z FS e17.8 —rr- z, , AN (FS 2?68t� -a Y ___ ... ---- _ w _�.� .__ -__. �, hs `r � < -+ i � ! (FS 218 f(J ) i X TO 8E RELOC . 1 7 5^ • :.> -rn.. ,t?. 1 ;= i7 . c3:. i t I rl • nn ... • ^. -1t \,,,,:. -,__• sj'. ��. 3, ,.' .._�- __ �. -.. t ° 111 �f w f z i- %I> tr S 7C 218.4 6 , , 0 fi i� ' 217. 0 I !� l "r °., (FS 21791) X..,t.fdv 3R t t -- OEirr'E r0 R N� °`... °, I � y1 %: t I r,��.. t S 21 <N �i ; E,�j STING ADA PARKING � C€ t' �' - iSING:", i7r G ,"ts',+t,,,'tGn : ON 1 ! CP c}- F' '-' : 1 i.I RIT C)t I'UBLin RfOHT- f_WAY— - t J B(;,v, 7� I�, 1A 1 aA. NOT A FART C� i f`0 BF VACATED PER CfTY OOUiNCJl j i� � 1 ftE5f}1.U77Ott 2CI7P ?5 � S 1.73 • ;.°S :4'6 z UtiTFQLE i, c nt:.R x ' ..,. ,- TC 3'7.85 T, rE i. CA7EJ t r i ITS 2r 7,35) 2 21 O PANK i`F 21Z37) i t• { 2J 98 - - - --- rC 2 1 27 r X t - 4 I n m°h Pte" �`• i i f ;' C 2:7. 7 �}t, BR v// ?may q E. I J.:'x ?1 6' PCC FS 216. ._7 .7' I CURE CUTS v el I 1 n r f I {/ • ,• 3 Y ".'�.' , ♦ 2!634 �FJ G1 4' it `�', 11 NEW STORM DPAIN INLET-- FS r 4), R; _' its - -= .__2t;__ :. {F3 21 2 ��w 0M0U! , 'RtACEMENT EG' 2£fi.7t i �`�f ' \ rD _ —� _ iPR& -M AN�RE7°OCATE ro aA e t sl< •� j >_ f 7£618, FROM Dt2IiAEaG OVER Ptzt A.. ) C 215,59 NEW " 3Y, OPAiN Nh'i + >\ a Z I FS 2fg VP CURS INLET 7G 2t ; s i � � „% ES 215T}9 I rri Tc I a TC 215, n 6' pCG Ur, -, BN!/ ri CUR 3 Cu 75,x' FL t215 'r\ 5 215.22 j .: ..- TL E > �� `. ! _ F71 EC � STREET -L19HT 5LL FL ,934.6/7 Y i EX STORM DRAW- .. t F _ � ( rrp i t 8Y CURB INLE2 (FULL •c� 4 BUSHY, � ! r [ d K 7W 219.57 LP= 214,67 1 I INDIAN HAWTHORN d W r sS 2£5.46 c EW 217,03 12 " -15" 12 " -15" LOW (FULL AND WV 25 -I2�- € GOOD COLOR I ! -1 STORM BRAIN BET WAti 1 F $AX r E R SDRSG. 28CVU 1 r a a JR3 IY £? BLOCK WALL PAINTED TAN TO MATCH i Lr=214.63 ` EX, SHOPPING pri fYr,vVLSENTS to GROUND .1, i ! t fi g g q g 11 �t Yr 2>�JC- "F�i`t5 .� aCOVEM SUCH AS: I U CAREX DIVULSA ! 1 t V O.C. 800— 12" 8 "— 12" LOW i t i P M NOTE° 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM TO THE CITY OF ENCINITAS LANDSCAPE ORDINANCE AND ALL OTHER APPLICABLE CITY AND REGIONAL STANDARDS FOR LANDSCAPE INSTALLATION AND MAINTENANCE. 2. TREES PLANTED WITHIN 10 FEET OF WALKS, CURBS OR PAVING SHALL BE PLANTED WITH A ROOT BARRIER (BIO— BARRIER). 3. ALL PLANTING AREAS SHALL BE FINISHED WITH A 2 INCH LAYER OF SHREDDED BARK MULCH. PROVIDE SAMPLE TO CITY AND LANDSCAPE ARCHITECT FOR APPROVAL, 4. IF ANY EXISTING HARDSCAPE OR LANDSCAPE INDICATED ON THE APPROVED PLANS ARE DAMAGED OR REMOVED DURING DEMOLITION OR CONSTRUCTION, IT SHALL BE REPAIRED AND /OR REPLACED IN KIND AND EQUIVALENT SIZE PER THE APPROVED PLANS BY THE OWNER /PERMITTEE. 5. ALL LANDSCAPE MATERIALS SHALL BE PERMANENTLY MAINTAINED IN A GROWING AND HEALTHY CONDITION AT ALL TIMES, INCLUDING TRIMMING AS APPROPRIATE TO MAINTAIN APPROVED LANDSCAPE MATERIALS. NOTES 1. SEE GRADING AND DRAINAGE PLAN FOR CONTOURS AND SLOPES. 2, ALL LANDSCAPE AREAS SHALL HAVE A 6' CURB BETWEEN PARKING AREAS AND LANDSCAPE AREAS. MAMITENANCE NOTE. THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE CONTINUAL MAINTENANCE OF ALL LANDSCAPED AREAS ON SITE AND THE PUBLIC RIGHT —OF —WAY. ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS AND DEBRIS. PLANTINGS SHALL BE MAINTAINED IN A HEALTHY, VIGOROUSLY GROWING CONDITION, AND SHALL RECEIVE REGULAR PRUNING, FERTILIZING, MOWING AND TRIMMING. IRRIGATION SYSTEMS SHALL BE REGULARLY INSPECTED AND KEPT IN FULLY OPERATIONAL CONDITION ACCORDING TO MANUFACTURERS' DESIGN STANDARDS AT ALL TIMES. MINIMUM TREE SEPARATION DISTANCE TRAFFIC SIGNALS (STOP SIGN), 20 FEET UNDERGROUND UTILITY LINES, 5 FEET ABOVE GROUND UTILITY LINES, 10 FEET DRIVEWAY (ENTRIES), 10 FEET INTERSECTIONS (INTERSECTING CURB LINES OF TWO STREETS), 25 FEET SEWER LINES, 10 FEET :� ► ►� : _ �lip� SOIL ANALYSIS, A. AGRICULTURAL SUITABILITY TEST REPORT FOR ON —SITE SOIL PRIOR TO PLANTING. 1. LANDSCAPE CONTRACTOR SHALL TAKE THREE (3) SAMPLES OF SITE SOIL AT A DEPTH OF 6 TO 12 INCHES, WITHIN THE PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING AND PRIOR TO WEED CONTROL AND SOIL PREPARATION. 2. LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES TO A QUALIFIED AND APPROVED SOILS LAB FOR SOIL EVALUATION FOR EACH PLANT BEING USED FOR THE PROJECT. 3. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOWING, ORGANIC MATTER CONTENT, NPK, PH, EC, AND SOIL TEXTURE (SILT, CLAY, SAND). 4, SUBMIT A WRITTEN RECOMMENDATION FOR AMENDMENTS, LEACHING, AND MAINTENANCE FROM THE SOILS LABORATORY TO THE LANDSCAPE ARCHITECT FOR APPROVAL. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR TO THE START OF CONSTRUCTION AND SHALL BECOME PART OF THE APPROVED PLANS, 5. THE SOILS REPORT SHALL TAKE PRECEDENCE OVER ANY AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE PLANS, PERCOLATION TESTING L UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE LANDSCAPE ARCHITECT SHALL IDENTIFY TYPICAL LOCATIONS FOR THE LARGEST TREES AT 200 FOOT INTERVALS. THE CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE, PER THE PROJECT - SPECIFICATIONS AND DETAILS. 2. WITH THE OWNER'S REPRESENTATIVE PRESENT, THE CO]TRACTOR SHALL FILL THE PITS THE WATER TO A EPTH OF 12 INCHES. THE LENGTH OF TIME REQUIRED FOR THE WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT EMPTY WILL BE MEASURED BY THE CONTRACTOR AND VERIFIED BY THE OWNER'S REPRESENTATIVE. - 3. WITHIN SIX HOUR OF THE TIME THE WATER HAS DRAINED FORM THE PIT, THE CONTRACTOR WITH THE CITY OF SAN MARCOS REPRESENTATIVE SHALL AGAIN FILL THE PIT WITH WATER TO A DEPTH OF 12 INCHES. IF THE WATER DOES NOT COMPLETELY PERCOLATE INTO THE SOIL WITHIN EIGHT HOURS, THE CONTRACTOR SHALL PROVIDE A SUBSURFACE DRAINAGE SYSTEM TO EACH TREE, THE SUBSURFACE DRAINAGE SYSTEM SHALL BE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTAIVE PRIOR TO G G I AM Al FA WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER + + ti ` TREES EFFICIENT LANDSCAPE REGULA DONS I HAVE PREPARED THIS PLAN! °' IN COMPLIANCE WITH THOSE REGULA DON AND THE LANDSCAPE A T 3 - I 3 +) d� EXISTING TREE TO BE REMOVED ® ®® 4 - -- ® -- - -_ REMOVE ENTIRE TREE INCLUDING STUMP OF ROOT BALL TRAN3Ft1F1A9ER < FL 23�: _.. DESIGN MANUAL. I CERDFY THAT THE PLAN IMPLEMENTS THOSE 1 `TM ARBUTUS 'MARINA' STRAWBERRY TREE REGULA DONS TO PRO ODE EFFICIENT USE OF WATER. UNDER � PENALTY OF PERJURY, I AFFIRM THAT THE FORGOING IS TRUE AN[r iJ I 4Fr It (/ �y \^ FICUS SPECIES FICUS ® —® - -- - -® -- coRRECr. ( TC 935 �� EXISTING TREE TO REMAIN 4 (PROTECT IN PLACE ' � (t 1 � 1 FL X235 32 : ARBUTUS 'MARINA' STRAWBERRY TREE - -- - -- - -- LOW /3 I FICUS SPECIES FICUS - -- - -- - -- MODERATE } i t JAMES P. B N ETTT, CA. R.L.A. IJO58 < ( ,d ARBUTUS 'MARINA' STRAWBERRY TREE 24" BOX 9 69-7v 41-59 LOW 'UPRIGHT STANDARD TRUNK, FULL HEAD & STAKE DATE MY REW 77?A77ON EXPIRES 091J0114 JPBLA, INC. r 4403 MANCHESTER AVE. SUITE 201, ENCINITAS CA 92024 xY Il It LOPHOSTEMON CONFERTUS BRISBANE BOX 24" BOX 4 6' -7' 4' -5' MODERATE UPRIGHT STANDARD TRUNK, FULL HEAD & STAKE 7601479 -0644 CO DECLARA77ON OF RESPONSIBLE CHARGE. I • - SUCH AS: �I I HEREBY DECLARE THAT ! AM THE LANDSCAPE ARCHITECT OF > > n n as as ol WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE , RHAPHIOLEPIS U. GULF GREEN DWARF YEDDO HAWTHORN 5 GALLON 28 12 —15 12 —15 LOW FULL AND BUSHY, GOOD COLOR r� CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 670J OF THE BUSINESS AND PROFESSIONS CODE AND TH ! DESIGN IS CONSISTENT WITH CURRENT STANDARDS I UNDERSTAND THAT 7HE CHECK OF DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF = N ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 3/31/15 JAMES P. BE TD, CA. R.L.A. IJO58 0 10 20 30 40 DATE MY REGI A77ON EXPIRES 09130114 JPBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 A, 3115\REWEG- 05 -25 -10 �-- BUXUS JAPONICA BOXWOOD 5 GALLON 196 12 " -15" 12 " -15" MODERATE (FULL AND BUSHY, GOOD COLOR RHAPHIOLEPIS UMBELLATA MINOR INDIAN HAWTHORN 5 GALLON 203 12 " -15" 12 " -15" LOW (FULL AND BUSHY, GOOD COLOR to GROUND .� aCOVEM SUCH AS: I U CAREX DIVULSA BERKELEY SEDGE 1 GAL. 0 18" O.C. 800— 12" 8 "— 12" LOW (FULL AND BUSHY, GOOD COLOR z DIANELLA REVOLUTA 'DR5000' LITTLE REV 1 GAL. 0 18" O.C. 891— 12" 8 "— 12" LOW (FULL AND BUSHY, GOOD COLOR � m 0 RELOCATED EXISTING BOULDER (INSTALL PER DETAIL 6 /SHT. 5 L11 NOTE: GROUNDCOVER ON SLOPES 3:1 AND STEEPER SHALL BE PLANTED AT 8 INCHES ON CENTER SPACING (MAX. ). gENEDfTT' Q Q ALL SHRUBS AT ENDS OF PARKING ISLANDS SHALL BE MAINTAINED AT 30" s cn 9/30/16 LL) n= 3/31/15 T_ „ N 0 Q BENCH MARK SCALE t_ANi�tNG gA'R'IM�N ,c;irNFD By DRAWN By t:1.1GilUEEPJNG, b- WiSmIll A'P9_0 -jA S CITY OF ENCINIT S gt t� WoR�\S DEPARTMENT DRAWING NO. w DESCRIPTION: C_ff`f of ENGIJr l PLANS SPARED UNDER SUPERVISION OF RECOMMENDED APPRO D PLANTING FOR: Q OLVE -1 Cl Poh01 l V% ENCINOAS VILLAGE HORIZONTAL 1"=10' �G DATE : 4/22/15 BY: AA . M BY: CUL DE SAC RECON IGURA nON ENCIMTAS, CA 12138 —G U1 R.L.A. NO.: 3058 MASIH MARIll LGNN PeuIm 105 -133 NORTH EL CAMINO REAL, ENCINITAS, CA RECORD FROM: 905 111641U VERTICAL 1 " =10' LANDSCAPE ARCHITECT 7 $ APN X59 -121 -24 z ELEVATION: 250,46' OATLJMe MAvnR8 'JAMES P. BENEDETTI EXP. 09/30/16 DATE: 7/ 15 DATE: 1 PLANNING CASE NO: 13 -270 SUBC SHEET 9 OF 12 EXISTING HARDSCAPE, CURB AND GUTTER 6 5 OR EDGE OF PAVING ° O1 CINCH -TIES LENGTH AS REQUIRED ®1 (2) LODGEPOLES FOR 15 GAL 1 OR LARGER TREE ® (1) FOR 5 GAL TREE 2 ROOTBARRIE 12' LENGTH MIN. 2 O3 SET ROOTBALL 2' ABOVE � FINISH GRADE 3 EXISTING CURB AND GUTTER OR EDGE OF PAVING C3 6 - 3 O4 MULCH TREE TRUNK 4 O 4' EARTH BERM 5 (REMOVE AFTER TREE IS - III -I11- 7 �Q J'' T1 1 0 ESTABLISHED). NO BERM IN TURF GRASS AREAS. PROVIDE 9 cif EQUAL O SET ROOTBALL V ABOVE 6 GRAY TREE GUARD MOWING 6' Min i q T ❑ G �, 2 FINISH GRADE PROTECTION AT TREES IN SPACING 7 TURF. SUBMIT SAMPLE, 4 SHRUB �J O MULCH 8 O6 FINISH GRADE O ATRIUM CAP. VINE FINISH GRADE a2 4' PERFORATED PIPE WRAPPED 6' LONG W /FILTER 4 O7 BACKFILL MIX AS SPECIFIED WRAPPED AROUND PIPE. O4 4' EARTH BERM 12° MIN. 10 !�8 PLANTING TABLETS AS SPECIFIED O3 EXISTING SOIL. 5 : °° ' -.-".`D' (REMOVE AFTER SHRUB +� - " ' °� "� " '" " NOTE, O4 GRAVEL SUMP. IS ESTABLISHED) , "•= x'' 1. ROOT BARRIER SHALL BE PLACED 2 ° -3' MAXIMUM 9 O YED OR 2 X • O PLANTING TABLETS AS FROM THE ,TREE SIDE, EDGE OF THE HARDSCAPE. ROOTBALL WIDTH 5 ROOTBALL o SPECIFIED 7 UNDER NO CIRCUMSTANCE SHALL BE ROOTBALL OF O BACKFILL MIX AS SPECIFIED THE TREE BE WRAPPED WITH THE ROOTBARRIER. 10 UNDISTURBED SOIL O BACKFILL MIX 2, ROOT BARRIER SHALL BE BIDBARRIER OR APPROVED EQUAL 3/4° DRAINAGE GRAVEL SUMP NOTES O NATIVE GRADE O 1. ALL GROUND COVER TO BE PLANTED AT EQUAL W/ FILTER FABRIC AT EDGE. SPACING (TRIANGULAR) PER O.C, SPACING NOTED ON PLANS. NOTES INSTALL 1 PER 15 GALLON CONTAINER SIZE AND ` N,T.S. 2 PER 24' BOX OR GREATER CONTAINER SIZE. N.T.S. N.T.S. O R❑❑TBARRIER 2 TREE DOUBLE STAKING N.T,S. 3 SUMP DRAIN CALL TREES) 2 GR❑ INDC❑VER PLANTING ® SHRUB PLANTING N.T.S. MINIMUM TREE SEPARATION DISTANCE FINISHED GRADE (TYP.) IMPROVEMENT / MINIMUM DISTANCE TO STREET TREE SECTION 02900 ARRANGEMENTS WILL BE MADE FOR RELOCATION AS NECESSARY. FAILURE DATE FOR THE GUARANTEE PERIOD. TRAFFIC SIGNALS (STOP SIGN), 20 FEET LANDSCAPING - TO FOLLOW THIS PROCEDURE PLACES UPON THE CONTRACTOR THE UNDERGROUND UTILITY LINES, 5 FEET PSEC11ON 02900 RESPONSIBILITY FOR MAKING ANY AND ALL REPAIRS FOR DAMAGE E. ACCEPTANCE: UPON COMPLETION OF THE FINAL OBSERVATION AND THE WIDTH ABOVE GROUND UTILITY LINESs 10 FEET RESULTING FROM WORK AS HEREIN SPECIFIED AT HIS OWN EXPENSE. WORK OF THIS SECTION, THE CONTRACTOR WILL BE NOTIFIED IN WRITING (1) VARIES DRIVEWAY (ENTRIES), 10 FEET LANDSCAPING WHETHER THE WORK IS ACCEPTABLE AND (2) OF ANY REQUIREMENTS INTERSECTIONS (INTERSECTING CURB LINES OF TWO 1.07PROTECTION OF EXISTING IMPROVEMENTS NECESSARY FOR COMPLETION AND ACCEPTANCE. STREETS), 25 FEET SEWER LINES, 10 FEET PART 1 - GENERAL DURING THE CONSTRUCTION AND MAINTENANCE PERIOD, THE CONTRACTOR 1.09SUSPENSION OF WORK _ w SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO 1.01 GENERAL CONDITIONS SPRINKLER HEADS, IRRIGATION LINES, DRAINAGE LINES, AND ALL OTHER A. THE LANDSCAPE ARCHITECT SHALL RECOMMEND TO THE OWNER ANY � UNDERGROUND FACILITIES AND ALL PAVING, STRUCTURES, FIXTURES, AND NECESSITY TO SUSPEND THE WORK WHOLLY, OR IN PART, FOR SUCH PERIOD SOIL ANALYSISi A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL EXISTING PLANTINGS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR OR PERIODS AS HE MAY DEEM NECESSARY DUE TO UNSUITABLE WEATHER, ' A. AGRICULTURAL SUITABILITY TEST REPORT FOR ON -SITE SOIL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS ANY AND ALL DAMAGE TO SUCH IMPROVEMENTS AND SHALL COMPLETELY OR SUCH OTHER CONDITIONS AS ARE CONSIDERED UNFAVORABLE FOR THE •��' PRIOR TO PLANTING. APPLY TO WORK OF THIS SECTION, AND MUST BE FULLY CONSIDERED IN REPAIR OR REPLACE THE SAME AT NO COST TO THE OWNER. REASONABLE PERFORMANCE OF THE WORK, OR FOR SUCH TIME AS IS � -� - T 1. LANDSCAPE CONTRACTOR SHALL TAKE THREE (3) SAMPLES OF CONNECTION THEREWITH. 1.08 INSTRUCTIONS AND OBSERVATION NECESSARY DUE TO THE FAILURE ON THE PART OF THE CONTRACTOR TO SEE NOTE 1 1 i i SITE SOIL AT A DEPTH OF 6 TO 12 INCHES WITHIN THE CARRY OUT ORDERS GIVEN OR TO PERFORM ANY OR ALL PROVISIONS OF PROPOSED PLANTING AREAS, AFTER COMPLETION OF GRADING 1.02 SCOPE A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND SPECIFICATIONS BY THE THE CONTRACT. AND PRIOR TO WEED CONTROL AND SOIL PREPARATION. 2. LANDSCAPE CONTRACTOR SHALL SUBMIT SAMPLES TO A A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION LANDSCAPE ARCHITECT TO THE CONTRACTOR SHALL BE CONFIRMED IN B. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN INDEFINITE NOTE 1. BURIAL DEPTH OF BOULDERS SHALL BE MINIMUM ONE QUALIFIED AND APPROVED SOILS LAB FOR SOIL EVALUATION AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE WRITING . PERIOD, THE CONTRACTOR SHALL STORE ALL MATERIALS IN SUCH A THIRD OF OVERALL VERTICAL DIMENSION. FOR EACH PLANT BEING USED FOR THE PROJECT. DRAWINGS AND AS SPECIFIED HEREIN AND AS REQUIRED TO COMPLETE MANNER THAT THEY WILL NOT BECOME AN OBSTRUCTION NOR BECOME 2 ORIENTATION OF BOULDER MAY VARY TO ACCOMODATE 3. THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE PROPERLY THE CONTRACT. B. THE CONTRACTORS � SUPERVISOR SHALL BE AVAILABLE ON CALL TO MAKE A DAMAGED IN ANY WAY, AND HE SHALL TAKE EVERY PRECAUTION TO °. SPECIFIC DESIGN & SITE REQUIREMENTS. ROCKS WILL FOLLOWING, ORGANIC MATTER CONTENT, NPK, PH, EC, AND JOINT OBSERVATION WITH THE OWNER'S REPRESENTATIVE OF THE WORK. THE PREVENT DAMAGE OR DETERIORATION OF THE WORK PERFORMED. THE BE SELECTED & PLACED IN FIELD BY .LANDSCAPE SOIL TEXTURE (SILT, CLAY, SAND). B. RELATED WORK: CONTRACTOR SHALL HAVE SUFFICIENT WORK PERSONNEL AVAILABLE DURING CONTRACTOR SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE ARCHITECT OR OWNER. 4. SUBMIT A WRITTEN RECOMMENDATION FOR AMENDMENTS, NORMAL WORKING HOURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, ETC., AND ERECT LEACHING, AND MAINTENANCE FROM THE SOILS LABORATORY 1. EARTHWORK (SECTION 02200) REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE -WORK TEMPORARY STRUCTURES WHERE NECESSARY. TO THE LANDSCAPE ARCHITECT FOR APPROVAL. THE 2. IRRIGATION (SECTION 02810) SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF REGULAR APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL PROJECT SCHEDULE. C. GRADING, SOIL PREPARATION, AND PLANTING WORK SHALL BE PERFORMED SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS PRIOR 1.03SUBMITTALS ONLY DURING PERIODS WHEN BENEFICIAL AND OPTIMUM RESULTS MAY BE TO THE START OF CONSTRUCTION AND SHALL BECOME PART C. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH A N,T,S. OF THE APPROVED PLANS, A. SEE REQUIREMENTS IN GENERAL CONDITIONS, AND SECTION 01340. AT THE PLACE OF GROWTH AND /OR UPON DELIVERY TO THE SITE FOR LEVEL THAT WORKING IT WOULD DESTROY THE SOIL STRUCTURE, SPREADING, 5. THE SOILS REPORT SHALL TAKE PRECEDENCE OVER ANY QUALITY, SIZE AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT GRADING AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE © B ❑ U L D E R PLACEMENT A C E M E N T AMENDMENT AND FERTILIZER RATES SPECIFIED IN THESE B. CONTRACTOR SHALL SUBMIT A TYPEWRITTEN LIST WITH SPECIFICATIONS OF OF OBSERVATION AND REJECTION AT THE SITE DURING PROGRESS OF WORK MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE DESIRED PLANS. ALL FEASIBLE MATERIALS, INCLUDING SOIL AMENDMENTS, FERTILIZERS, PLANT FOR SIZE, CONDITION OF ROOT BALL, LATENT DEFECTS, OR INJURIES. RESULTS ARE ATTAINABLE. MATERIALS, ETC., WITH QUANTITIES OF EACH. REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE SITE, LANDS NOTE PERCOLATION TESTING UNLESS OTHERWISE APPROVED BY THE LANDSCAPE ARCHITECT. 1. UPON COMPLETION OF THE ROUGH GRADING OF THE SITE, THE 1.04DEFINITIONS OF TERMS I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND 1. ALL LANDSCAPE AND IRRIGATION SHALL CONFORM LANDSCAPE ARCHITECT SHALL IDENTIFY TYPICAL LOCATIONS D. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE LANDSCAPE IRRIGATION PLANS CONTAINED IN THE CITY OF ENCINITAS WATER TO THE CITY OF ENCINITAS LANDSCAPE ORDINANCE FOR THE LARGEST TREES AT 200 FOOT INTERVALS. THE A. 'PLANTING AREA" SHALL MEAN ALL AREAS TO BE SEEDED, SODDED, ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF EFFICIENT LANDSCAPE REGULATTONS. I HAVE PREPARED THIS PLAN AND ALL OTHER APPLICABLE CITY AND REGIONAL CONTRACTOR SHALL EXCAVATE THE PIT FOR THE TREE, PER PLANTED WITH TREES, SHRUBS, AND /OR GROUNDCOVERS. A SITE OBSERVATION AT LEAST 48 HOURS IN ADVANCE OF AN IN COMPLIANCE WITH THOSE REGULA77ON AND THE LANDSCAPE STANDARDS FOR LANDSCAPE INSTALLATION AND THE PROJECT SPECIFICATIONS AND DETAILS. OBSERVATION. AN OBSERVATION WILL BE MADE BY THE LANDSCAPE DESIGN MANUAL. l CERTIFY THAT THE PLAN IMPLEMENTS THOSE MAINTENANCE. 2. WITH THE OWNER'S REPRESENTATIVE PRESENT, THE 1.05 GUARANTEES AND REPLACEMENTS ARCHITECT DURING OFFICE WORKING HOURS ON EACH OF THE STEPS OR REGULATIONS TO PROVIDE EFFICIENT USE OF WATER. UNDER 2, TREES PLANTED WITHIN 10 FEET OF WALKS, CURBS CONTRACTOR SHALL FILL THE PITS THE WATER TO A DEPTH CONDITIONS LISTED BELOW. THE CONTRACTOR OR HIS AUTHORIZED PENALTY OF PERJURY, l AFFIRM THAT THE FORGOING 1S TRUE AND OR PAVING SHALL BE PLANTED WITH A ROOT OF 12 INCHES. THE LENGTH OF TIME REQUIRED FOR THE A. PLANT MATERIALS: PLANTS (15 -GALLON SIZE AND LARGER) SHALL BE REPRESENTATIVE SHALL BE ON SITE AT THE TIME OF EACH OBSERVATION. CORRECT. BARRIER (BID- BARRIER). WATER TO PERCOLATE INTO THE SOIL, LEAVING THE PIT GUARANTEED TO LIVE AND GROW IN HEALTHY CONDITION DURING THE THE CONTRACTOR WILL NOT BE PERMITTED TO INITIATE THE SUCCEEDING 3. ALL PLANTING AREAS SHALL BE FINISHED WITH A EMPTY WILL BE MEASURED BY THE CONTRACTOR AND AGREED UPON 90 DAY MAINTENANCE PERIOD OR UNTIL FINAL ACCEPTANCE STEP OF WORK UNTIL HE HAS RECEIVED APPROVAL TO PROCEED BY THE 2 INCH LAYER OF SHREDDED BARK MULCH. PROVIDE VERIFIED BY THE OWNER'S REPRESENTATIVE. (3.20 PART B). PLANT MATERIAL WILL CONTINUE TO BE GUARANTEED FOR LANDSCAPE ARCHITECT. l - J SAMPLE TO CITY AND LANDSCAPE ARCHITECT FOR 3. WITHIN SIX HOUR OF THE TIME THE WATER HAS DRAINED ONE (1) YEAR. APPROVAL. FORM THE PIT, THE CONTRACTOR WITH THE CITY OF SAN 1. PRE - CONSTRUCTION MEETING: IMMEDIATELY PRIOR TO THE COMMENCEMENT JAMES P. B N ET7T, GA. R.L.A. #3058 4. IF ANY EXISTING HARDSCAPE OR LANDSCAPE MARCOS REPRESENTATIVE SHALL AGAIN FILL THE PIT WITH B. PLANT MATERIAL SMALLER THAN 15- GALLON SIZE: SHALL BE GUARANTEED OF WORK OF THIS SECTION, CONTRACTOR SHALL RECEIVE APPROVAL OF DATF MY R ]RATION EXPIRES 09130114 INDICATED ON THE APPROVED PLANS ARE DAMAGED WATER TO A DEPTH OF 12 INCHES. IF THE WATER DOES NOT TO LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT CONDITION FOR A MATERIALS AND EQUIPMENT TO BE USED, AND METHODS OF INSTALLATION. JPBLA, INC. DR REMOVED DURING DEMOLITION OR COMPLETELY PERCOLATE INTO THE SOIL WITHIN EIGHT HOURS, MINIMUM OF ONE GROWING SEASON AFTER FINAL ACCEPTANCE OF WORK 4403 MANCHESTER AVE. SU17E 201, ENCINITAS, CA 92024 CONSTRUCTION, IT SHALL BE REPAIRED AND /OR THE CONTRACTOR SHALL PROVIDE A SUBSURFACE DRAINAGE (EXCLUDING SEASONAL COLOR). 2. INCORPORATION OF SOIL CONDITIONING AND FERTILIZING INTO THE SOIL 7601479 -0644 REPLACED IN KIND AND EQUIVALENT SIZE PER THE SYSTEM TO EACH TREE. THE SUBSURFACE DRAINAGE SYSTEM SOIL TESTS PERFORMED BY THE LICENSED LABORATORY SHALL BE APPROVED PLANS BY THE OWNER /PERMITTEE. SHALL BE SUBJECT TO APPROVAL BY THE OWNER'S C. REPLACEMENT: ALL PLANTS NOT HEALTHY AND IN VIGOROUS GROWING SUBMITTED AND PAID FOR BY THE CONTRACTOR FOR AGRICULTURAL DECLARATION OF RESPONSIBLE CHARGE. 5. ALL LANDSCAPE MATERIALS `SHALL BE REPRESENTAIVE PRIOR TO CONSTRUCTION. CONDITION AS DETERMINED BY THE LANDSCAPE ARCHITECT SHALL BE SUITABILITY AND APPROVED BY THE LANDSCAPE ARCHITECT ONCE ROUGH I HEREBY DECLARE THAT 1 AM THE LANDSCAPE ARCHITECT OF PERMANENTLY MAINTAINED IN A GROWING AND REPLACED IMMEDIATELY. PLANTS USED FOR REPLACEMENT SHALL BE THE GRADING HAS BEEN COMPLETED, AND PRIOR TO INSTALLING ANY PLANT WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE HEALTHY CONDITION AT ALL TIMES, INCLUDING SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE MATERIAL CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN TRIMMING AS APPROPRIATE TO MAINTAIN APPROVED FURNISHED, PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO SEC770N 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE LANDSCAPE MATERIALS. COST'S TO OWNER. 3. UPON THE COMPLETION OF FINISH GRADING AND MOW CURBS LAYOUT IN DESIGN IS CONSISTENT WITH CURRENT STANDARDS THE FIELD, BUT PRIOR TO MOW CURB INSTALLATION. MAINTENANCE RESPONSIBILITY NOTE 1.06VERIFICATION OF EXISTING CONDITIONS I UNDERSTAND THAT 774E CHECK OF DRAWINGS AND SPECIFICATIONS GENERAL NOTED THE PROPERTY OWNERS ARE RESPONSIBLE FOR THE CONTINUAL 4. APPROVAL OF ALL PLANT MATERIAL QUALITY. BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF 1. SEE GRADING AND DRAINAGE PLAN FOR CONTOURS MAINTENANCE OF ALL LANDSCAPED AREAS ON SITE AND THE PUBLIC A. ALL SCALED DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE. BEFORE ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHI7ECT AND SLOPES. RIGHT -OF -WAY ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF PROCEEDING WITH ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK 5. LAYOUT OF PLANT MATERIAL OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. 2. ALL LANDSCAPE AREAS SHALL HAVE A 6° CURB WEEDS AND DEBRIS. PLANTINGS SHALL BE MAINTAINED IN A HEALTHY, AND VERIFY ALL DIMENSIONS, QUANTITIES, AND GRADE ELEVATIONS, AND BETWEEN PARKING AREAS AND LANDSCAPE AREAS, VIGOROUSLY GROWING CONDITION, AND SHALL RECEIVE REGULAR SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY 6. PRE - MAINTENANCE OBSERVATION: WHEN PLANTING AND ALL OTHER $ENEnfr e rr PRUNING, FERTILIZING, MOWING AND TRIMMING. IRRIGATION SYSTEMS DISCREPANCIES INDICATED OR SPECIFIED WORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH „ <, os SHALL BE REGULARLY INSPECTED AND KEPT IN FULLY OPERATIONAL JAMES P. BENEDETTI CONDITION ACCORDING TO MANUFACTURERS' DESIGN STANDARDS AT ALL B. PRIOR TO THE EXCAVATION FOR PLANTING OR PLACING OF PLANT BEGINNING OF THE MAINTENANCE PERIOD. THIS IS NOT A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE JAMES P. BEN TTI, CA. R.L.A. #3058 DATE MY REGI RA77ON EXPIRES 09/30/14 LANDSCAPE ARCHITECT TIMES. MATERIALS, THE CONTRACTOR SHALT.. VERIFY THE LOCATION OF ALL UNDERGROUND UTILITY LINES AND OTHER IMPROVEMENTS, AND TAKE CONTRACTOR FROM ANY OF THE RESPONSIBILITIES IN THE CONTRACT JPBLA, INC. DOCUMENTS FOR THIS PROJECT. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 9/30/16 4403 MANCHESTER AVE. SUITE 201 PROPER PRECAUTIONS TO AVOID DAMAGE TO SUCH IMPROVEMENTS. IN THE 760/479 -0644 3/31/15 ENCINITAS, CA 92024 EVENT OF CONFLICT BETWEEN SUCH IMPROVEMENTS AND PLANT LOCATIONS, 7, FINAL SITE OBSERVATION AT THE COMPLETION OF THE SPECIFIED 760/479 -0644 FAX 760/479 -0645 THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AND MAINTENANCE PERIOD. THIS OBSERVATION SHALL ESTABLISH THE BEGINNING REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE �LR�1N11J G� DEW,-THENT DNGIIVEEf_IMC, Dojisl®ej _APFIZovAl_S CA OF ENCINITAS P BL`c & KS. p :P iM, DRAWING N0. DESCRIP'nON: CATY of SURVEY Cog'MOL Po1wi4 ENe -its HORIZONTAL 1 " =10' VERTICAL 1 " =10' P NS REPARED UNDER SUPERVISION OF DATE : �22, 15 R.L.A. No.: 3058 DSCA E ARCHITECT 09 30 16 MES P. BENEDETTI EXP. �� RECOMMENDED APPR VED BY �/1 . /�/We� 7, BY. MaSiW+ M�WiER GLeNtJ P V,�y DATE: ? G�, I S DATE: 7 LANDSCAPE DETAILS AND SPECIFICATIONS FOR: ENCINITAS VILLAGE CUL DE SAC RECONFIGURATION ENCINITAS, CA 105 -133 NORTH EL CAMINO REAL, ENCINITAS, CA APN 259 - 121 -24 PLANNING CASE NO: 13 -270 SUBC 12138 G RECORD FROM:_ROS 1�4110 ELEVATION: ' DATUM: Av 8 SHEET 10 OF 12 311.5 \REVEG_05 -25 -10 V O 11-11 co U z n W Z I1; W T U 0_ Q W LL Q U Cn 0 z Igo 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A- THE LANDSCAPE ARCHITECT SHALL BE FURNISHED WITH DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND /OR INVOICES STATING THE BRAND, GRADE, AMOUNT AND QUANTITY OF EACH ITEM FOR ALL SOIL, FERTILIZERS, SOIL CONDITIONERS, PLANS AND OTHER MATERIALS, RECOMMENDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED -BY THE LANDSCAPE ARCHITECT. B, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE MANNER OF SHIPMENT, AND SHALL FURNISH THEREWITH AN ITEMIZED LIST, IN DUPLICATE, OF THE ACTUAL QUANTITY OF MATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE SATISFACTORY COORDINATION OF DELIVERY, AND TO EXPEDITE THE REQUIRED INSPECTION AT THE POINT OF DELIVERY. THE ITEMIZED LIST, IN DUPLICATE, FOR EACH DELIVERY OF PLANT MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. PARTICULAR CARE, USING APPROVED EQUIPMENT, SHALL BE EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING AND HANDLING FOR ALL PLANTINGS FROM SOURCE TO IN -PLACE LOCATIONS INDICATED ON THE_DRAWINGS. 1.11 PLANT MATERIALS A. QUANTITIES FOR PLANT MATERIALS ARE SHOWN PER PLAN FOR CONVENIENCE ONLY AND NOT GUARANTEED. CONTRACTOR SHALL CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT OF DRAWINGS. 1,12 INVOICE OF MATERIALS A. UPON DELIVERY OF MATERIALS AND /OR COMPLETION OF ALL SOIL CONDITIONING AND GRADING, BUT PRIOR TO INITIATING PLANTING OPERATIONS, THE LANDSCAPE ARCHITECT WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS AND INVOICES FOR SOIL PREPARATION MATERIALS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMUM RATES OF APPLICATION HAVE NOT BEEN MET, THE LANDSCAPE ARCHITECT WILL REQUIRE THE DISTRIBUTION OF ADDITIONAL QUANTITIES OF THESE MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. B. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIOR TO THE PRE- MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT, WITH THE HERETOFORE SPECIFIED SIGNED COPIES OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL INVOICE SUCH MATERIAL, COMPARING THE TOTAL AREA AND /OR THE AMOUNTS SPECIFIED. IF THE MINIMUM AMOUNTS HAVE NOT BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE MINIMUM REQUIREMENTS SPECIFIED. C, A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO THE LANDSCAPE ARCHITECT WITHIN 15 DAYS AFTER RECORDING OF THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, ALONG WITH SPECIFICATIONS OF EACH PRODUCT, AFTER SOIL AMENDMENTS HAVE BEEN THOROUGHLY MIXED INTO THE SITE, RANDOM SAMPLES OF THE MIXED SOIL WILL BE TAKEN BY THE OWNER ?S REPRESENTATIVE AND SUBMITTED TO THE SOIL LABORATORY FOR COMPARISON TO A CONTROL MIX, COST OF THE ABOVE TESTING BY THE SOILS LABORATORY SHALL BE BORNE BY THE CONTRACTOR, PART 2 - PRODUCTS 2.01 QUALITY A. ALL MATERIALS SHALL BE OF STANDARD, APPROVED, AND FIRST GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED AND /OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE MANUFACTURER ?S GUARANTEED ANALYSIS, 2.02 SOIL AMENDMENT AND FERTILIZER A. SHALL BE A WOOD RESIDUAL PRODUCT DERIVED FROM THE BARK OF PINE, REDWOOD, WHITE FIR AND RED FIR, OR CEDAR SHAVINGS. AMENDMENT UPON ANALYSIS CONTAIN AT LEAST 0.57 NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH CONTENT NOT TO EXCEED 101, A COMMERCIAL GRADE PRODUCT SHALL BE USED, CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED REPRESENTATIVE WITH A SAMPLE OF THE PROPOSED AMENDMENT ACCOMPANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN APPROVED LABORATORY ILLUSTRATING DEGREE OF COMPLIANCE. GUARANTEE WT. /CU /YD, = +560# - 820 #. NITROGEN (ORGANIC OR AMMONIC) 0.51. PH (LESS THAN) 6.8. SALINITY (ECO X 103 AT 250 C) = 2.5. ASH CONTENT NOT TO EXCEED 101. IRON (FE) EXPRESSED AS METALLIC 0.081. DENSITY - APPROX. 25 LB /CU /FT, ORGANIC MATTER = -851. A NON- IONIC WETTING AGENT SHOULD BE USED. PROPERTIES, SCREEN ANALYSIS, X RETAINED ON STACKED SCREENS - 1 MESH = 0.211 5 MESH = 36.611 8 MESH = 25.711 12 MESH = 30.711 32 MESH = 5.911 REMAINDER 0,91. SHALL BE WIL -GRO LIFE, FOREST HUMUS, OR LOAMEX, OR APPROVED SUBSTITUTION. B. AGRICULTURAL GRADE GYPSUM - SHALL BE A (CA SO4 - H20) CALCIUM SULFATE PRODUCT - 94.3X. 901 SHALL PASS A 50 MESH SCREEN. CHEMICAL REACTION WILL REMOVE SODIUM ATTACHED TO SOIL PARTICLES. GYPSUM ALSO LOOSENS HEAVY CLAY SOILS THROUGH ELECTRO- CHEMICAL ACTION.. CONTROL OF DUST DURING APPLICATION IS MANDATORY. SHALL BE U.S. GYPSUM, DOLMAR, SOF'N'SOIL, OR BANDINI, OR APPROVED SUBSTITUTION. C. SULPHUR (SOIL) - SHALL BE ELEMENTAL SULPHUR (99.51) COMMERCIALLY PREPARED SO THAT 46.91 PASSES A 50 MESH SCREEN. -4 Tl♦ i..2���� � � • s D. IRON SULFATE - IRON SHALL BE EXPRESSED AS METALLIC - DERIVED FROM SULFATE - DEEP GREEN (FE SO4 H20) A MINIMUM ANALYSIS OF 20.0% AND 98.3% RETAINED ON A 10 MESH SCREEN. SHALL BE WILSON & GEO. MEYER, WIL -GRO, OR BANDINI. OR APPROVED SUBSTITUTION. E. PRE -PLANT OR STARTER FERTILIZER SHALL BE A COMMERCIAL GRADE FLOWABLE FERTILIZER WITH - 11 NITROGEN, 101 PHOSPHOROUS PENTI13XIDE AND 107 POTASSIUM SULFATE. NO POTASSIUM CHLORIDE IS TO BE USED. ORGANIC NITROGEN SHALL BE FROM COTTONSEED MEAL AND UREA. PHOSPHATE AVAILABLE FROM SUPERPHOSPHATE AND COTTONSEED MEAL. POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL, SCREEN ANALYSIS, 1 RETAINED ON STACKED SCREEN - APPROXIMATELY 8 - MESH 242'/,1 20 - MESH 75.211 48 - MESH 0.21. AVAILABLE PERCENTAGE WEIGHT OF PLANT FOOD, NITROGEN 6,01 MIN. PHOSPHORIC ACID 2.01 MIN. POTASH 0.01 MIN. SHALL BE MILORGANITE, WIL -GRO, BANDINI OR KELLOGG. OR APPROVED SUBSTITUTION. ORGANIC SOIL ENHANCER AND SOIL ACTIVATOR SHALL BE SARVON. F. POST - PLANT FERTILIZER (MAINTENANCE), FERTILIZER (COMMERCIAL) SHALL BE A COMBINATION OF NATURAL ORGANIC AND INORGANIC GRANULAR FERTILIZERS, FREE - FLOWING, SUITABLE FOR APPLICATION WITH APPROVED EQUIPMENT AND SHALL CONTAIN THE FOLLOWING MINIMUM AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN 14.01 MIN. AMMONIAC SULFATE 4.0'/. MIN. REMAINDER OF NITROGEN 8.751 WATERSOLUBLE 1.251 WATER INSOLUBLE PHOSPHORIC ACID 7.01 MIN. POTASH 3.0% MIN. IRON 2.01 ZINC 0.15% MANGANESE 0.151 CALCIUM 2101 ORGANIC NITROGEN IS DERIVED FROM UREA AND COTTONSEED MEAL, PHOSPHATE FROM SUPERPHOSPHATE AND COTTONSEED MEAL, POTASH FROM SULFATE OF POTASH AND COTTONSEED MEAL, NO POTASSIUM CHLORIDE IS TO BE USED. SULFUR FROM SULFATE OF AMMONIA. CALCIUM FROM SUPERPHOSPHATE, IRON FROM FERROUS SULPHATE AND MIXED SULFIDES. ZINC AND MANGANESE ARE EXPRESSED AS METALLIC AND IN THEIR ELEMENTAL FORM, SCREEN ANALYSIS, (1 RETAINED) - APPROXIMATELY, 4 MESH = 1.311 8 MESH = 24,211 20 MESH = 74.01, AND 48 MESH 0.051. SHALL BE WIL -GRO FAIRWAY, BANDINI, OR KELLOGG. OR APPROVED SUBSTITUTION. G. PLANTING TABLETS SHALL BE TIGHTLY COMPRESSED CHIP TYPE COMMERCIAL GRADE PLANTING TABLETS, OF VARYING SIZES WITH THE FOLLOWING AVAILABLE PERCENTAGES BY WEIGHT OF PLANT FOOD, NITROGEN 20.01 MIN. PHOSPHORIC ACID 10.01 MIN. POTASH 5.01 MIN. SHALL BE AGRIFORM OR GRO- POWER. OR APPROVED SUBSTITUTION, 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY, SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL YARDAGE AMENDMENT AND CHEMICAL ADDITIVES. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF TOPSOIL AND SOIL AMENDMENTS AT THE FOLLOWING MIXTURES, SOIL AMENDMENT 1/2 C.Y. STOCK PILED SITE SOIL 1/2 C.Y. GYPSUM 1 LBS. PER /CU /YD. OF MIX PRE -PLANT (6 -2 -0) 10 LBS. PER /CU /YD. OF MIX 2.06PLANT MATERIALS A. NOMENCLATURE' SCIENTIFIC AND COMMON NAMES OF PLANTS HEREIN SPECIFIED SHALL CONFORM WITH THE APPROVED NAMES GIVEN IN 'A CHECKLIST OF WOODY ORNAMENTAL PLANTS OF CALIFORNIA,' PUBLISHED BY THE UNIVERSITY OF CALIFORNIA, COLLEGE OF AGRICULTURE, MANUAL 32 (1963). SEE LIST OF PLANT MATERIAL ON DRAWINGS. B. LABELING, EACH GROUP OF PLANT MATERIALS DELIVERED ON SITE SHALL BE CLEARLY LABELED AS TO SPECIES AND VARIETY. HOWEVER, FINAL DETERMINATION OF PLANT SPECIES AND VARIETY WILL BE MADE BY THE LANDSCAPE ARCHITECT AND WHOSE DECISION WILL BE FINAL, ALL PATENTED PLANTS (CULTIVAR) REQUIRED BY THE PLANT LIST SHALL BE DELIVERED WITH A PROPER PLANT PATENT ATTACHED, C. QUALITY AND SIZE, ALL PLANTS SHALL BE VIGOROUS, OF NORMAL GROWTH, FREE FROM DISEASES, INSECTS, INSECT EGGS, AND /OR EXCEED THE MEASUREMENTS SPECIFIED. D. CONTAINER STOCK, SHALL HAVE GROWN IN CONTAINERS FOR AT LEAST SIX MONTHS, BUT NOT OVER TWO YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALL S OF EARTH WHEN TAKEN FROM THE CONTAINER SHALL BE PLANTED EXCEPT UPON SPECIAL APPROVAL. NO TREES WITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. E. PRUNING, AT NO TIME SHALL THE PLANT MATERIALS BE PRUNED, TRIMMED OR TOPPED PRIOR TO DELIVERY, AND ANY ALTERATION ON THE SITE OF THEIR SHAPE SHALL BE CONDUCTED ONLY WITH THE APPROVAL AND IN THE PRESENCE OF THE LANDSCAPE ARCHITECT. F. INSPECTION OF PLANT MATERIALS, REQUIRED BY CITY, COUNTY OR STATE AUTHORITIES, SHALL BE A RESPONSIBILITY OF THE CONTRACTOR, AND WHEN NECESSARY HE SHALL HAVE SECURED PERMITS OR CERTIFICATES PRIOR TO DELIVERY OF PLANTS AT SITE. G. ON -SITE INSPECTION OF PLANT MATERIALS, PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION AT THE PROJECT SITE AT ANY TIME BEFORE OR DURING PROGRESS OF WORK FOR SIZE, VARIETY, CONDITION, LATENT DEFECTS AND INJURIES. REJECTED PLANTS SHALL BE REMOVED FROM THE PROJECT SITE IMMEDIATELY. H. REJECTION AND SUBSTITUTION+ ALL PLANTS NOT CONFORMING TO THE REQUIREMENTS HEREIN SPECIFIED SHALL BE CONSIDERED DEFECTIVE, AND SUCH PLANTS, WHETHER IN PLACE OR NOT, SHALL BE MARKED AS REJECTED AND BE IMMEDIATELY REMOVED FROM THE SITE OF THE WORK AND REPLACED WITH ACCEPTABLE PLANT MATERIALS. THE PLANT MATERIALS SHALL MEET ALL APPLICABLE INSPECTIONS REQUIRED BY LAW. ALL PLANTS SHALL BE THE SPECIES, VARIETY, SIZE, AGE, FLOWER COLOR AND CONDITION AS SPECIFIED HEREIN AND /OR AS INDICATED ON THE DRAWINGS. UNDER NO CONDITION WILL THERE BE ANY SUBSTITUTION OF PLANT SPECIES, VARIETY, OR REDUCED SIZE FOR THOSE LISTED ON THE ACCOMPANYING DRAWINGS, EXCEPT WITH THE EXPRESS WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. I. RIGHT TO CHANGES, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO CHANGE THE SPECIES, VARIETY AND /OR SIZES OF PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST OF SUCH PLANT CHANGES DOES NOT EXCEED THE COST OF PLANTS IN THE ORIGINAL BID. THE CONTRACTOR SHALL BE NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) DAYS BEFORE THE PLANTING OPERATION HAS COMMENCED, CHANGES IN THE SIZE AND /OR VARIETY OF ANY PLANT TO BE FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION IN COST SHALL BE ADJUSTED IN THE CONTRACT COST, J. ROOT CONDITION, THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO INSPECT ROOT CONDITION OF ANY SPECIES, PARTICULARLY THOSE GROWN FROM SEED, AND IF FOUND DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE DEFECTIVE SAMPLE. K. PROTECTION, ALL PLANTS AT ALL TIMES SHALL BE HANDLED AND STORED SO THAT THEY ARE ADEQUATELY PROTECTED FROM DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY, ALL PLANTS DETERMINED BY THE OWNER ?S REPRESENTATIVE TO BE WILTED, BURNED, OR DRIED OUT, MAY BE REJECTED, AND REMOVED FROM THE SITE. THE CONTRACTOR ?S ON -SITE PLANT STORAGE AREA SHALL BE APPROVED BY THE OWNER ?S REPRESENTATIVE PRIOR TO THE DELIVERY OF ANY PLANT MATERIALS. L. SHRUB AND TREE SAMPLES, TYPICAL SAMPLES, THREE EACH OF ALL VARIETIES AND SIZES (SHRUBS 5 GALLON AND UNDER, TREES 15 GALLON AND UNDER) OF ALL PLANT MATERIALS SHALL BE SUBMITTED FOR INSPECTION APPROVAL AT THE SITE A MINIMUM OF FIFTEEN DAYS PRIOR TO PLANTING OPERATIONS. APPROVED SAMPLES SHALL REMAIN ON THE SITE AND SHALL BE MAINTAINED BY THE CONTRACTOR AS STANDARDS OF COMPARISON FOR PLANT MATERIALS TO BE FURNISHED, SAMPLES WILL BE INCORPORATED INTO THE WORK, 2.07 GROUNDCOVER A. GROUNDCOVER PLANTS SHALL BE HEALTHY, VIGOROUS ROOTED CUTTINGS GROWN IN FLATS. A. PLANTER MULCH SHALL BE SHREDDED FIR TREE BARK, SHALL RANGE IN SIZE FROM 1/2 -INCH TO 3/4 -INCH. 2.11 STAKING MATERIAL A. TREE GUY WIRES SHALL BE OF PLIABLE, ZINC - COATED STEEL MINIMUM GAUGE NO. 12 AND ANCHOR TO APPROPRIATE DEAD MAN. WIRE LOOPS AT BRANCHES SHALL BE COVERED BY 2 -PLY REINFORCED RUBBER 1/4' IN DIAMETER, GUY WIRES SHALL BE FLAGGED WITH 1/8 -INCH DIAMETER X 4' -0' LENGTH SURGICAL TUBING. TREE TIES SHALL BE V.I.T. CINCH -TIE AVAILABLE FROM V.I.T. COMPANY, (714) 891 -8338. 2.13 PRE - EMERGENT HERBICIDE A. PRE - EMERGENT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. 2.14 WEED CONTACT HERBICIDE A. WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE LANDSCAPE CONTRACTOR. PART 3 - EXECUTION 3.01 INSPECTION A. EXAMINE PROPOSED PLANTING AREAS AND CONDITIONS OF INSTALLATION, DO NOT START PLANTING WORK UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 3.02 PREPARATION A. GENERAL, THE AREAS TO RECEIVE TREES, SHRUBS, GROUNDCOVER AND HYDROSEED PLANTINGS AND THEIR RESPECTIVE REQUIREMENTS FOR IMPORTED TOPSOIL, FERTILIZING SOIL CONDITIONING, AND OTHER TREATMENT SHALL BE AS DEFINED ON THE DRAWINGS. EQUIPMENT NECESSARY FOR PREPARATION OF THE GROUND SURFACE AND FOR HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON HAND IN GOOD WORKING CONDITION. WORK SHALL BE PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RESULTS CAN BE OBTAINED. B. CLEARING AND GRUBBING, PRIOR TO RIPPING AND TILLAGE OPERATIONS, ALL VEGETATION IN THE AREA TO BE PLANTED SHALL BE GRUBBED, RAKED, AND CLEARED FROM THE SITE. THE GROUND SURFACE SHALL BE CLEARED OF ALL MATERIAL WHICH HAS ACCUMULATED DURING CONSTRUCTION AND ALL MATERIAL WHICH MIGHT HINDER PROPER GRADING, TILLAGE, PLANTING AND SUBSEQUENT MAINTENANCE OPERATION, ALL GRUBBED MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST. C. OBSTRUCTION BELOW GROUND, ALL SUBSURFACE ROCKS OVER 2' IN DIAMETER AND OTHER UNDERGROUND OBSTRUCTIONS SHALL BE REMOVED TO THE DEPTH NECESSARY TO PERMIT PROPER FINE GRADING, TILLING, OR PLANTING ACCORDING TO PLANS AND SPECIFICATIONS. ALL ABANDONED UTILITY LINES UNCOVERED OR SEVERED SHALL BE CUT BELOW GRADE AND CAPPED OR PLUGGED WITH CONCRETE. EXPLOSIVES SHALL NOT BE USED FOR REMOVAL. WHEN THE LOCATION OF UTILITY LINES IS SHOWN ON THE PLANS OR HAS BEEN MADE KNOWN TO THE CONTRACTOR, ALL DAMAGE TO THESE LINES SHALL BE REPAIRED BY THE CONTRACTOR IN A MANNER APPROVED BY THE LANDSCAPE ARCHITECT AND AFFECTED UTILITY. D. DEEP RIPPING, ALL AREAS (INCLUDING SLOPES) TO RECEIVE GROUNDCOVER, SHRUBS, AND HYDR13SEEDING SHALL BE DEEP RIPPED AND LOOSENED TO A DEPTH OF TWELVE (12) INCHES IN ALL DIRECTIONS. 3.03 SOIL AMENDMENTS, FERTILIZING AND R13TOTILLING A. RATE OF APPLICATION IS FOR BIDDING PURPOSES ONLY. SOIL TEST MAY REDUCE OR INCREASE TOTAL SOIL AMENDMENT YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. CONTRACTOR SHALL OBTAIN AT LEAST TWO SOIL TESTS OF ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE ARCHITECT FOR INTERPRETATION AND RECOMMENDATION. B. AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING RATES OF SOIL AMENDMENT MATERIALS SHALL BE EVENLY SPREAD OVER ALL PLANTING AREAS AND SHALL BE THOROUGHLY SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY ROTOTILLING A MINIMUM OF TWO ALTERNATING PASSES. AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL. SOIL AMENDMENT, 6 CUBIC YARDS PER 1,000 SQ. FT. TO A DEPTH OF 8'. AND 4 CUBIC YARDS PER 1,000 SQ, FT. FOR TURF AREAS GYPSUM, 50 LBS. PER 1,000 SQ. FT. FERTILIZER < COMMERCIAL) 12 -12 -12 SHALL BE APPLIED AT THE RATE OF 10 POUNDS PER THOUSAND SQUARE FEET AND SCARIFIED INTO THE TOP TWO INCHES OF FINISH GRADE. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION. C. THE THOROUGHNESS AND COMPLETENESS OF THE ROTOTILLING AND INCORPORATION OF THE SOIL AMENDMENTS SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 2d AND STEEPER OR AS PER THE DRAWINGS OMIT SOIL CONDITIONER APPLICATION AND TILLING. D. DEEP WATER LEACHING AND SOIL TESTING, DEEP WATER LEACHING SHALL BE COMPETED AS RECOMMENDED BY A CERTIFIED AGRONIMIC LABORATORY. THE FOLLOWING PROCESS FOR DEEP WATER LEACHING IS FOR BIDDING PURPOSES ONLY, ITEM NUMBER THREE (3.) SHALL BE PERFORMED AS STATED BELOW. 1. AFTER THE TILLING OPERATION, THE AREA SHALL BE DEEP WATER LEACHED THREE (3) TIMES OVER A FIVE (5) DAY PERIOD. APPLY 1/2' WATER AT EACH APPLICATION. WAIT ONE (1) DAY BETWEEN APPLICATIONS. 2. ONE DAY AFTER FINAL APPLICATION OF WATER, THE SOIL SHALL BE TESTED FOR CONTENT OF SOLUBLE SALTS (ELECTRICAL CONDUCTIVITY E.C.). OWNER'S REPRESENTATIVE AND CONTRACTOR SHALL TAKE SEVERAL SOIL SAMPLES AND DELIVER THE SAMPLES TO A LABORATORY FOR TESTING OF SOLUBLE SALTS. E.C. TEST READING SHALL NOT BE ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0. 3. IF SOIL TEST READING FOR A PARTICULAR AREA TESTED IS ABOVE 2.0, THE SOIL AMENDING, TILLING AND DEEP WATERING PROCEDURE SHALL BE REPEATED UNTIL TEST READINGS ARE NOT ABOVE 2.0 E. CARE SHALL BE TAKEN THAT THE RATE OF APPLICATION OF WATER DOES NOT CAUSE EROSION OR SLOUGHING OF SOILS. F. ALL DEPRESSIONS, VOIDS, EROSION SCARS AND SETTLED TRENCHES GENERATED BY THE DEEP WATERING SHALL BE FILLED WITH AMENDED SOIL AND BROUGHT TO FINISH GRADE, G. APPLY NAIAD WETTING AGENT 4 OZ. PER 1,000 S,F. AT THE FIRST SPRAY OF SOIL AMENDMENTS. 3.04 FINISH GRADING A. FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. B. FINISH GRADES SHALL BE MEASURED AFTER THE GROUND HAS BEEN WATERED -IN AND MECHANICALLY COMPACTED AND SETTLED. THE FINAL GRADE SHALL BE WITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE CIVIL ENGINEER'S DRAWING. C. EASE TOP AND TOE OF ALL EXISTING SLOPES. D. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURFACES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. E. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DURING HIS GRADING AND CONDITIONING OPERATIONS. F. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF THE SITE WITH ALL SURFACE DRAINAGE AWAY FROM BUILDINGS, WALLS, OVER MOW CURBS, AND TOWARD ROADWAYS, DRAINS AND CATCH BASINS. G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS WILL BE ALLOWED TO BEGIN, H. PppLEEANTING SURFACES ggLSHALL FF�pBRE GRADED VVEEWITH ,,qq��NOpGLESS THAN 2 L ALGRCkKKSUA5DCEAWE SFTALLPlETREFIOVEIIN FROM PLANTING AREAS AND THEN FROM THE SITE IN ACCORDANCE WITH THE FOLLOWING CRITERIA, 1' DIA. IN LAWN AREAS, 2' DIA, IN SHRUB AREA, 2' DIA. IN HYDROSEED AREAS. J. FINISH GRADE SHALL BE 2' BELOW FINISH PAVING SURFACE IN SHRUB AREAS. 3.05 PLANTING INSTALLATION A. TIMING, ACTUAL PLANTING SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE PRACTICE. B. LAYOUT OF TREES, ALL TREES (15' GALLON SIZE AND LARGER) SHALL BE PLACED IN THE LANDSCAPE PER THE DIRECTION OF THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF IRRIGATION SYSTEM, THE TREES SHALL THEN BE MOVED SO THAT PLANTING HOLES CAN BE EXCAVATED AND AMENDED. THE TREES SHALL THEN BE INSTALLED IN THEIR RESPECTIVE HOLES AND POSITIONED IN THE HOLES PER DIRECTION OF THE LANDSCAPE ARCHITECT. C. LAYOUT PLANTING, LOCATIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT. ALL CONTAINER PLANTS SHALL BE SET BY THE CONTRACTOR IN THEIR FINAL LOCATION IN THEIR I AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGA77ON PLANS CONTAINED IN THE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULA TONS. I HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATION AND THE LANDSCAPE DESIGN MANUAL. 1 CER77FY THAT THE PLAN IMPLEMENTS THOSE REGULA77ONS TO PRO WDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORGOING IS 7RUE AND CORRECT /1 A n 3/3 / JAMES P. B N ETTI, CA. R.L.A. #3058 DATE MY RBQS IRA77ON EXPIRES 09130114 JPBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 RESPECTIVE CONTAINERS PRIOR TO DIGGING HOLES AND /OR PLANTING. ALL PLANT LOCATIONS SHALL BE CHECKED FOR POSSIBLE INTERFERENCE WITH EXISTING UNDERGROUND UTILITY LINES. D. BACKFILL FOR TREES AND SHRUBS, SHALL BE AS SPECIFIED IN SECTION 2.03. IF ARTIFICIAL DRAINAGE IS REQUESTED, THEN DRAINS SHALL BE INSTALLED FIRST, THEN BACKFILLED WITH SOIL, E. DISPOSAL OF EXCESS SOIL AND DEBRIS, ALL EXCESS EXCAVATED SUBSOIL, ROCKS AND DEBRIS SHALL BE LEGALLY DISPOSED OF OFF THE SITE BY THE CONTRACTOR AT HIS COST OR UTILIZED ON THE SITE AS DIRECTED BY AND AT THE OPTION OF THE LANDSCAPE ARCHITECT. 3.06 PLANTING TREES, AND SHRUBS A. SOIL MOISTURE LEVEL PRIOR TO PLANTING SHALL BE NO LESS THAN HORTICULTURALLY ACCEPTABLE. THE CONTRACTOR SHALL REQUEST APPROVAL OF MOISTURE, AND IF FOUND TO BE INSUFFICIENT FOR PLANTING, THE PLANTING PITS SHALL BE FILLED WITH WATER AND ALLOWED TO DRAIN BEFORE STARTING ANY PLANTING OPERATIONS. B. ALL EXCAVATED HOLES SHALL HAVE VERTICAL SIDES WITH ROUGHENED SURFACES AND SHALL BE OF THE MINIMUM SIZES INDICATED ON DRAWINGS. HOLES SHALL BE IN ALL CASES LARGE ENOUGH TO PERMIT HANDLING AND PLANTING WITHOUT INJURY OR BREAKAGE OF ROOT BALLS OR ROOTS. C. EXCAVATION SHALL INCLUDE THE STRIPPING AND STACKING OF ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS. PROTECT ALL AREAS THAT ARE TO BE TRUCKED OVER AND UPON WHICH SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE -USE FOR THE FILLING OF HOLES, PITS AND BEDS. D. PLANTS SHALL BE REMOVED FROM CONTAINERS IN SUCH A MANNER THAT THE BALL OF EARTH SURROUNDING THE ROOTS IS NOT BROKEN, AND THEY SHALL BE PLANTED AND WATERED IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS, E. THE PLANTS SHALL BE PLANTED AT APPROVED LOCATIONS WITH THE HERETOFORE SPECIFIED AMENDMENTS AND SOIL PLANTING BACKFILL. F. BACKFILL SHALL BE PLACED AT THE BOTTOM OF EACH HOLE AND THOROUGHLY WATERED AND COMPACTED TO A DEPTH SO THAT WHEN A PLANT IS PLACED IN THE HOLE, ITS ROOT CROWN IS SLIGHTLY ABOVE THE ESTABLISHED FINAL GRADE, AND UNLESS OTHERWISE NOTED SHALL BE RAISED OR REPLACED AS DIRECTED BY THE OWNER'S REPRESENTATIVE. G. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HOLE AT THE FOLLOWING RATES AND PER THE MANUFACTURER'S RECOMMENDATIONS.1 1 - 5 GRAM TABLET PER INDIVIDUAL LINER AND FLAT SIZE PLANT, 1 - 21 GRAM TABLET PER GALLON CONTAINER. 3 - 21 GRAM TABLETS PER 5 GALLON CONTAINER. 4 - 21 GRAM TABLET PER 15 GALLON CONTAINER. 1 - 21 GRAM TABLET PER EACH 4 INCH BOX SIZE. RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLATION SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE, H. NO PLANT WILL BE ACCEPTED IF THE ROOTBALL IS BROKEN OR CRACKED, EITHER BEFORE, DURING, OR AFTER THE PROCESS OF INSTALLATION. L ALL PLANTS SHALL BE THOROUGHLY WATERED TO THE FULL DEPTH OF EACH PLANTING HOLE IMMEDIATELY AFTER PLANTING. K. STAKING, ALL TREES AND OTHER PLANTS INDICATED ON THE PLANS SHALL BE STAKED AS DETAILED. L. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURFACE AND SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS GUARANTEE OF THE TREES, SHRUBS AND VINES. M. PRUNING AFTER PLANTING SHALL BE REQUIRED ON ALL TREES AND SHRUBS WHEN NECESSARY TO PROVIDE THE SPECIFIED OR APPROVED STANDARD SHAPES, FORM AND /OR SIZES CHARACTERISTIC TO EACH PLANT, PRUNING MAY INCLUDE THINNING, TOPPING, AND /OR CUTTING AND SHALL BE UNDER THE DIRECTION OF THE LANDSCAPE ARCHITECT. CUTS OVER 3/4 -INCH IN DIAMETER SHALL BE PAINTED WITH AN APPROVED TREE SEALANT. 3.07 PLANTING GROUNDCOVER A. GROUNDCOVERS SHALL BE PLANTED IN THE AREAS INDICATED ON THE PLANS AND SHALL BE FREE OF SURFACE ROCK OVER 2' IN DIAMETER AND DEBRIS, B. IF THE TOP FOUR (4) INCHES OF SOIL IN THE AREA TO BE PLANTED IN GROUNDCOVER IS NOT SUFFICIENTLY MOIST (HORTICULTURALLY ACCEPTABLE STANDARDS), THE AREA SHALL BE THOROUGHLY IRRIGATED AND NO LESS THAN TWELVE HOURS SHALL PASS BEFORE PLANTING. C. GROUNDCOVER PLANTS SHALL BE GROWN IN FLATS. VARIETY INDICATED ON THE PLANT LIST. FLAT GROWN PLANTS (ROOTED CUTTINGS) SHALL REMAIN IN THOSE FLATS UNTIL TRANSPLANTING. THE FLATS SOIL SHALL CONTAIN SUFFICIENT MOISTURE SO THAT IT WILL NOT FALL APART WHEN LIFTING THE PLANTS. PLANTS SHALL BE PROTECTED AT ALL TIMES TO PREVENT DRYING OF THE ROOT BALL, D. GROUNDCOVERS SHALL BE PLANTED IN STAGGERED, RANDOM ROWS AND EVENLY SPACED UNLESS OTHERWISE NOTED AND AT INTERVALS CALLED OUT IN THE DRAWINGS. E. THE SIZE OF PLANTING EXCAVATION FOR GROUNDCOVER SHALL BE AT LEAST TWICE THE DEPTH OF THE ROOT BALL, DECLARA77ON OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT; THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSIS7ENT WITH CURRENT STANDARDS I UNDERSTAND THAT THE CHECK OF DRAWINGS AND SPECIFICA77ONS BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH IS CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. r 3//3';�13 JAMES P. BEN TTI, CA. R.L.A. #3058 DATE MY REGISVA 77ON EXPIRES 09/30/14 JPBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE PLAN -IN(, UEPfiRT -N DESIGNED ENGIA GE I21NG DIVISION A?PROV,4L5 CITY OF= ENCINITAS PUBLtC W®R1,,S DEPARTMENT DRAWING NO. DESCRIPTION: CITY OF ENGnart&S $u1t.vEY CON'TI0.0%. ro,Pl-r F.n>L -2�' HORIZONTAL 1"=10' VERTICAL 1 " =10' PLANS PREPARED UNDER SUPERVISION OF _M DATE : 4 22/15 NDSCAPE ARCHITECT R.L.A. NO.: 3058 AMES P. BENEDETTI EXP. 09/30/16 RECOMMENDED APPR VE BY. M �\ „� BY. MASIR M NM GLE90 PPLUMA DATE: 7 DATE: % s LANDSCAPE SPECIFICATIONS FOR: ENCINITAS VILLAGE CUL DE SAC RECONFIGURATION ENCINITAS, CA 105 -133 NORTH EL CAMINO REAL, ENCINITAS, CA APN 259 - 121 -24 PLANNING CASE NO: 13 -270 SUB( 1213 -G RECORD FROM: ROS IB�+lte ELEVATION: o.4 ' DATUM: N v 8 1 SHEET 11 OF 12 3115 ®REVEG ®05 -25 ®10 vf C7 Q • i s 1 C) Z u 1 i F- 0 Ld F_ U D_ Q W 0- Q CD In Z i F. EACH PLANT SHALL BE PLANTED IN A MANNER THAT WILL ENSURE MINIMUM DISTURBANCE OF THE ROOT SYSTEM, BUT IN NO CASE SHALL THIS DEPTH BE LESS THAN TWO NODES. EACH GROUNDCOVER PLANT SHALL BE PLANTED WITH ONE 5 GRAM PLANTING TABLET INCORPORATED INTO THE ROOT ZONE, PLANTING AREA SHALL BE HAND — SMOOTHED AFTER PLANTING TO PROVIDE AN EVEN AND SMOOTH FINAL FINISHED GRADE. TO AVOID DRYING OUT GROUNDCOVER, PLANTS MUST BE IRRIGATED AFTER PLANTING. THIS MAY BE DONE MANUALLY OR BY USING THE INSTALLED IRRIGATION SYSTEM, REPEATED APPLICATIONS MAY BE REQUIRED, ESPECIALLY ON A SLOPING SITE. THIS INITIAL IRRIGATION SHALL CONTINUE UNTIL A ZONE AT LEAST TWICE THE DEPTH OF EACH HOLE IS THOROUGHLY MOISTENED. 3.09 HYDROSEEDING A. INSPECTION OF CONDITIONS BEFORE PROCEEDING WITH ANY WORK, THE HYDROSEEDING LANDSCAPE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA CONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL CONDITIONS. NO WORK SHALL BE DONE ON ANY AREA WHERE THERE ARE SUCH DISCREPANCIES OR WHERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE OWNER'S REPRESENTATIVE. B. QUALITY OF WORKi THE HYDROSEEDING WORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIVIDUAL OR HYDROSEEDING COMPANY IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. C. PRE —WEED CONTROL 1. STRIP SLOPES TO RECEIVE HYDROSEEDING OF ALL VEGETATION. 2. SPRAY SLOPES WITH FERTILIZER. A COLORED —DYE SPRAY APPLICATION SHALL BEANSPECTED BY THE LANDSCAPE ARCHITECT. THE DYE WILL GUARANTEE FULL COVERAGE. 3. CONTRACTOR SHALL IRRIGATE SLOPES FOR TWO (2) WEEKS OR UNTIL 100% COVERAGE WITH WEEDS HAS BEEN APPROVED BY THE LANDSCAPE ARCHITECT. WATERING MUST BE DONE FOUR (4) TIMES PER DAY FOR NO MORE THAN SIX (6) MINUTES EACH. 4. CONTRACTOR SHALL APPLY A 'CONTACT' WEED KILLER WITH A COLOR DYE ADDITIVE, COVERAGE TO BE APPROVED BY LANDSCAPE ARCHITECT. WEED KILLER SHALL BE A CONTACT TYPE BASED ON CACODYLAC ACID, SIMILAR TO PARAQUAT, HERBICIDE APPLICATOR SHALL BE LICENSED BY THE STATE OF CALIFORNIA. 5. TWENTY —FOUR (24) HOURS AFTER WEED KILLER APPLICATION, THE CONTRACTOR SHALL WATER FOR ONE (1) MORE WEEK, AT THE COMPLETION OF THE WATERING PERIOD, THE CONTRACTOR SHALL REPEAT STEP 4 AND KILL ALL REMAINING WEEDS. 6. UPON WRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT THAT THE WEED CONTROL IS SUCCESSFUL, THE SEED ORDER CAN BE PLACED AND THE REQUIRED TREES CAN BE PLANTED. 7, SLOPES SHALL BE COVERED WITH HYDROSEED / MULCH D. SOIL PREPARATION 1. WATER ALL HYDROSEEDED AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSECUTIVE DAYS TO SATURATE UPPER LAYERS OF SOIL PRIOR TO HYDROSEEDING OPERATION. AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRE — SOAKED WITH WATER BY THE IRRIGATION SYSTEM TO A DEPTH OF THREE (3) INCHES, 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION, AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHALL BE SOME RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF THE SOIL SURFACE. 2. ALLOW PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE (1) DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE SHALL BE TAKEN NOT TO ALLOW THE SOIL SURFACE TO BE SUPER— SATURATED WITH WATER PRIOR TO THE HYDROSEEDING INSTALLATION. AT THE SAME TIME THE SOIL SURFACE SHALL NOT BE BONE DRY. THERE SHALL BE RESIDUAL MOISTURE WITHIN THE FIRST 1/4 INCH OF THE SOIL SURFACE, 3. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE, THE HYDROMULCHING SHALL BE APPLIED IN THE FORM OF A SLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, COMMERCIAL FERTILIZER, AND OTHER CHEMICALS CALLED FOR IN THE AGRONOMIC'SOILS REPORT. WHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NOT FORM A BLOTTER —LIKE MATERIAL, THE SPRAY OPERATION SHALL BE SO DIRECTED THAT THE SLURRY SPRAY WILL ALSO PENETRATE THE SOIL SURFACE SO AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPREGNATION AND COVERAGE, 4. PREPARATION OF HYDROSEEDING MIXTURE, THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS COMPONENTS SHALL BE MIXED TO SUPPLY THE RATES OF APPLICATION AS PER SECTION 2.11. E. APPLICATOONo THE OPERATOR SHALL SPRAY THE AREA WITH A UNIFORM VISIBLE COAT USING THE DARK COLOR OF THE CELLULOSE FIBER OR ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOWNWARD DRILLING MOTION VIA A FAN STREAM NOZZLE. F. TIME LIMITS THE HYDROMULCHING SLURRY COMPONENTS ARE NOT TO BE LEFT IN THE HYDROMULCH MACHINE FOR MORE THAN TWO (2) HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TWO (2) HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY MIX WHICH HAS NOT BEEN APPLIED WITHIN THE TWO (2) HOURS AFTER MIXING. THE CONTRACTOR SHALL ADD 75% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE WHICH HAS NOT BEEN APPLIED EIGHT (8) HOURS AFTER MIXING. ANY MIXTURE NOT APPLIED AFTER EIGHT (8) HOURS SHALL BE REJECTED AND DISPOSED OF OFF —SITE AT CONTRACTOR'S EXPENSE. • - �, J MIMI I G. PROTECTIONS SPECIAL CARE IS TO BE EXERCISED BY THE CONTRACTOR TO PREVENT ANY OF THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETC. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE CLEANED OFF AT THE CONTRACTOR'S EXPENSE. H. HYDROSEEDED AREAS SHALL BE PROTECTED AGAINST FOOT TRAFFIC AND OTHER USE IMMEDIATELY AFTER HYDROSEEDING IS COMPLETED BY PLACING WARNING SIGNS AND TEMPORARY TWINE AND FLAGGING AROUND THE AREAS. I. MAINTENANCE AND IRRIGATION 1. MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. IT IS HIS RESPONSIBILITY TO PROVIDE A FULL COVERAGE IRRIGATION SYSTEM, BE IT EITHER AN AUTOMATIC ON— AND —OFF TIMING SYSTEM OR A MANUAL IRRIGATION SYSTEM. AFTER MOISTURE MULCH HAS BEEN APPLIED, THE MULCH SHALL BE ALLOWED TO SET FOR ONE DAY. THE SLOPES CAN THEN BE IRRIGATED. NUMBER OF GALLONS TO BE APPLIED TO THE SLOPES WILL VARY FROM DAY TO DAY AND SYSTEM TO SYSTEM, DEPENDING ON THE RATE OF GROWTH AND CLIMATIC CONDITIONS ENCOUNTERED, THE SOIL SURFACE MUST BE KEPT MOIST AT ALL TIMES, PARTICULARLY DURING THE SEEDING GERMINATION PERIOD. 2, ANY EROSION OR SLIPPAGE OF THE SOIL WITHIN THE DURATION OF MAINTENANCE CONTRACT CAUSED BY WATERING SHALL BE REPAIRED AS SPECIFIED. 3. ALL SLOPES SHALL BE KEPT FREE OF WEEDS AND DEBRIS DURING THE MAINTENANCE PERIOD. SUCH WEEDS AND DEBRIS SHALL BE DISPOSED OF OFF THE PROPERTY, 4. SLOPES SHALL RECEIVE (EVERY THIRTY (30) DAYS) AN APPLICATION OF ONE OF THE FOLLOWING FERTILIZERS DEPENDING ON THE SEASON, SUMMER, UREA AT 1 LB /PER 1,000 SQ. FT. WINTERi AMMONIA SULFATE AT 1.5 LB /PER 1,000 SQ, FT. J. GUARANTEE AND REPLACEMENT 1. GUARANTEE WILL BE MADE BY THE LANDSCAPE CONTRACTOR THAT A MINIMUM OF 80% COVERAGE WILL BE ATTAINED AT THE END OF A SIX (6) MONTH PERIOD AFTER INSTALLATION. ANY PLANTING FAILURE DURING THIS PERIOD SHALL BE RESEEDED BY THE LANDSCAPE CONTRACTOR. 3.10 POST FERTILIZATION A. TREES — POST FERTILIZATION SHALL OCCUR AT 100 DAY INTERVALS AFTER PLANTING. BORE HOLES AROUND DRIPLINE (VARIOUS DEPTHS) AND APPLY FERTILIZER AT THE RATE OF 1 LB, PER 1' CALIPER IN HOLES, FERTILIZER SHALL BE WIL - GRO 14 -7 -3. B. SHRUBS — POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 1 TEASPOON PER EACH 1 GALLON PLANT AND 1 TABLESPOON PER 5 GALLON PLANT. FERTILIZER SHALL BE (14 -7 -3) WIL —GRO OR APPROVED EQUAL, C. GROUNDC13VER AND LAWN AREAS — POST FERTILIZATION SHALL OCCUR 60 DAYS AFTER PLANTING AND APPLY FERTILIZER AT THE RATE OF 7 LBS /1,000 S.F. FERTILIZER SHALL BE (14 -7- 3) WIL —GRO OR APPROVED EQUAL. D. ALL PLANTED AREAS SHALL RECEIVE NAIAD WETTING AGENT, 4 OZ. PER 1,000 S.F. 45 DAYS AFTER THE START OF THE MAINTENANCE PERIOD. 3.11 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. GENERALi MAINTENANCE OPERATIONS SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, FERTILIZING, PRUNING, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. ALL AREAS SHALL BE KEPT FREE OF WEEDS AND NOXIOUS GRASSES AND CLEAN AND FREE OF ROCKS, CLODS, AND DEBRIS. ALL PAVING AND WALKS SHALL BE KEPT CLEAR, CLEAN AND WASHED DOWN, B. ESTABLISHMENT PERIODi TREES, SHRUBS, VINES AND GROUND COVERS — THE ESTABLISHMENT PERIOD SHALL BEGIN ON THE DATE THAT THE CONTRACTING OFFICER INSPECTS AND GIVES WRITTEN PROVISIONAL ACCEPTANCE OF THE WORK AND SHALL BE NINETY (90) CALENDAR DAYS, THE ESTABLISHMENT PERIOD MAY BE EXTENDED OR SHORTENED AT THE DISCRETION OF THE LANDSCAPE ARCHITECT. C. MAINTENANCE OPERATION& PLANTS SHALL BE KEPT IN A HEALTHY, GROWING CONDITION BY WATERING, PRUNING, MOWING, RESEEDING, ROLLING, RESODDING, TRIMMING, EDGING, FERTILIZING, RESTAKING, PEST CONTROL, SPRAYING, WEEDING AND ALL OTHER NECESSARY OPERATIONS OF MAINTENANCE. PLANTING BEDS SHALL BE KEPT FREE OF WEEDS, GRASS AND OTHER UNDESIRED VEGETATIVE GROWTH, AND LAWN AREAS SHALL BE KEPT FREE FROM ALL WEEDS. DURING THE SPECIFIED MAINTENANCE PERIOD, ALL PLANTS THAT ARE DEAD OR SEVERELY DISTRESSED SHALL BE REPLACED IMMEDIATELY. ALL SEASONAL COLOR, ANNUALS OR PERENNIALS SHALL BE MAINTAINED IN A VIGOROUS, HEALTHY CONDITION THROUGH THE MAINTENANCE PERIOD. D. EXTENDED MAINTENANCES WHEN, IN THE OPINION OF THE LANDSCAPE ARCHITECT, THERE IS IMPROPER MAINTENANCE, POOR OR UNHEALTHY CONDITION OF PLANT MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE OF THE WORK AT NO ADDITIONAL COST TO THE CONTRACT UNTIL ALL THE WORK IS ACCEPTABLE. E. PROTECTIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE PROTECTION OF ALL PLANTING AREAS AGAINST TRAFFIC OR OTHER USE BY ERECTING FENCING OR OTHER ACCEPTABLE MEANS IMMEDIATELY AFTER THE PLANTING IS COMPLETED, WARNING SIGNS AND BARRICADES SHALL BE PLACED IN VARIOUS HIGH — TRAFFIC AREAS, DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR. F. WEEDING AND CULTIVATINGi ALL TREE, SHRUB, GROUNDCOVER AND HYDROSEEDED AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS, GROUNDCOVER AND SHRUB AREAS SHALL BE KEPT FREE OF DEBRIS AND WEEDS, GROUNDCOVER AND SHRUB AREAS SHALL BE CULTIVATED AT INTERVALS OF NOT MORE THAN FOURTEEN (14) DAYS MINIMUM. G. REPLACEMENTi DURING THE MAINTENANCE PERIOD, PLANTS WHICH DIE OR WHICH ARE IN AN UNHEALTHY OR BADLY IMPAIRED CONDITION SHALL BE REPLACED BY THE CONTRACTOR WITHIN FOURTEEN (14) DAYS AFTER UNSATISFACTORY CONDITION IS EVIDENT. NO REPLACEMENT OF PLANTINGS SHALL BE MADE IN ANY SEASON DEFINITELY UNFAVORABLE FOR PLANTING. AT THE CONCLUSION OF THE MAINTENANCE PERIOD, THE LANDSCAPE ARCHITECT WILL MAKE AN INSPECTION OF THE WORK TO DETERMINE THE CONDITION OF ALL PLANTS. ALL UNHEALTHY PLANTS SHALL BE REMOVED FROM THE SITE AND REPLACED WITH PLANTS OF THE SAME KINDS AND SIZES AS ORIGINALLY SPECIFIED. SUCH REPLACEMENT SHALL BE MADE IN THE SAME MANNER AS SPECIFIED FOR THE ORIGINAL PLANTING AND AT NO EXTRA COST TO THE OWNER. H. ACCEPTANCEi AT THE CONCLUSION OF THE MAINTENANCE PERIOD, AN INSPECTION SHALL BE MADE BY THE LANDSCAPE ARCHITECT, UPON WRITTEN NOTICE REQUESTING INSPECTION BEFORE ACCEPTANCE. MAINTENANCE PERIOD SHALL CONTINUE UNTIL ALL DEFICIENCIES ARE CORRECTED. r * * * w 1 AM FAMILIAR WITH THE REQUIREMENTS FOR LANDSCAPE AND IRRIGATION PLANS CONTAINED IN 7HE CITY OF ENCINITAS WATER EFFICIENT LANDSCAPE REGULATIONS / HAVE PREPARED THIS PLAN IN COMPLIANCE WITH THOSE REGULATION AND THE LANDSCAPE DESIGN MANUAL. I CER77FY THAT THE PLAN IMPLEMENTS THOSE REGULATIONS TO PRO WDE EFFICIENT USE OF WATER. UNDER PENALTY OF PERJURY, I AFFIRM THAT THE FORGOING IS TRUE AND CORRECT. JAMES P. B N ET77, CA. R.L.A. #3058 DATE MY REQ6 )RATION EXPIRES_ 09/30/14 JPBLA, INC. 4403 MANCHESTER AVE. SU17F 201, ENCINITAS, CA 92024 7601479 -0644 DECLARATION OF RESPONSIBLE CHARGE• I HEREBY DECLARE THAT 1 AM 7HE LANDSCAPE ARCH17ECT OF WORK FOR THIS PROJECT THAT I HAVE EXERCISED RESPONSIBLE CHARGES OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SEC77ON 6703 OF 774E BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF DRAWINGS AND SPEC/FICA77ONS BY THE CITY OF SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH 1S CONFINED TO A LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBIL177ES FOR PROJECT DESIGN. b JAMES P. BEN 7­77, CA. R.L.A. #3058 DA 7E MY REGI RATION EXPIRES 091J0114 JPBLA, INC. 4403 MANCHESTER AVE. SUITE 201, ENCINITAS, CA 92024 7601479 -0644 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE Pt,A�INIIJG DEPR(ZTMEiJT EtZ6llPEE9INCi D1V151DN 14PpR®JALS CITY C>P ENCINITAS PUBLAC D KS DEPARTMENT DRAWING NO. DESCRIPTION: CfTY Or- ENnw�ITA5 5UR.VS'f PLANS P ARE UNDER SUPERVISION OF RECOMMENDED APPROVED41 LANDSCAPE SPECIFICATIONS FOR: CONTL J�Qa.I7 Evic- 21 ENCINITAS VILLAGE HORIZONTAL DATE : 4 2215 CUL DE SAC RECONFIGURATION ENCINITAS, CA 12138 -G � _ BY: �� • BY: A 1 " =10' LANDSCAPE ARCHITECT R.L.A. NO.. 3058 Mh51H MAHEIL GL *N0 t'Rv►M 105 -133 NORTH EL CAMINO REAL, ENCINITAS, CA RECORD FROM: 9-OS Ij6!11(v VERTICAL 09 30 16 DATE: � DATE: i IS' APN 259 - 121 -24 ELEVATION: 2 0.4 DATUM: AvD88 J�MES P. BENEDETTI EXP. �� PLANNING CASE NO: 13 -270 SUBC I SHEET 12 OF 12 .21 I 0 \f%r yr v— Va —Zo— I V m O • Is m I W �C z 7% i- U LEI I- U Q W Q U cn z P