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2013-11528 G (Plans)•'d•'•,:1 • 1• 71 •.•� • •• • ••: • •• w; 17'71 1:. •• 71 " •� 0. :1 1 'd' i► •i f Ydl • : t :T •• •7 ►71 • r • •. •• � "7 • � "• 1' • : r ::• • : ! it !'•1 •• •' 1 •'• 1 7 •'T • 1 •� 1: ••• •• • : ! 7T •• •'•'1.71 ' 1 •' '7 '" • " • - M•1:1 •T • •'• 171 t'•1 Ir •i-. •• T o' :' 7 171 •' " 71 •5 • " 1 " '�7 :1 S • "� 7 i'•J• • 'd. !'•171 • 7. • i •• it • • •• •r•: " ' /o •' ', "•• . ": • •h7 71 " '�: • 71 '1 1 "•• 71 • • 1 •• • " ••0. •• 171 1 " :1 • 'A ' • ' �1 ! 17:'1 • • • • • • • l::• -� ': • • • 1 • '.i0. •• 7 • '�:• 0•�7. IN IN • •1 ':'il 7A '� 71 • •11 •� \ 'd ': • N_,,*j4aFjj 27166 BURBANK FOOTHILL RANCH, CA 92010 T. 949.916.3800 CONSULTING, INC. F. 840.016.3905 CIVIL ENGINEERING CVC -INC NEr LAND PLANNING 8 SURVEYING CHANGE DESCRIPTION APPROVED I DATE M.AA 112ilcti : TN •• -� • S71 •• • li' • 1 i 'w 1• 7 r. • 'A • ••• 1 10. " • •• : 1 • '• •'�) 1• 7 1• ••:•: •� x1771• •- ':'•7 ••'. 1 • T 17:'i •a • :1 I r •• r •1171 7 • " :T� � . 71 ••7 A • • 1 • -1 "1:1 • t•� `" Y''• •• 1 : Y�71 •• r • •--• 71 1'• ••�:• T �1 1 • •r:l • i• : • • rw r r. 1-• : ` al s, r 1 "r •••v : •• •• 1• • : •••.1. i " •!'•171 • SS7 1••1 • Y a P'7 •1 • or s• • IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 1.37 ACRES IMPERVIOUS AREA AFTER CONSTRUCTION: 3.85 ACRES INCREASE IN IMPERVIOUS AREA: 2.48 ACRES IMPERVIOUS AREA REPLACED: TOTAL SITE AREA REPLACED m 4►ld:ITiEk , SAN ELIJO JOINT POWERS AUTHORITY LEUCADIA WASTEWATER DISTRICT APPROVED lei SIGN DATE SIGNf LI••/p jrr.'erp ,fk&tl r ATE SCALE PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS $ ( SURVEY CONTROL NETWORK PER R.O.S. HORIZONTAL: AS SHOWN 18416, 2" IP RCE 29577 AT A 20'01S TO THE :51cp CENTER OF CUL -DE -SAC AT THE NE END OF VERTICAL: AS SHOWN ARBOR CT ELEVATION: 174.391' ASwBU LT Stf;*iTivVATER POLIUJTION CONTROL CONCRETE •1 •• SHALL ESTABLISH AN/ USE AN ADEQUATELY SIail •o •R WASHOUT AREA TO CONTAIN WASHOUT ON • WASH CONCRETE, •• •• STUCCO, PLASTER AM THE LIKE INTO THE STOI;&WTER CONVIUANCE SYSTEM OR ANY RECEIVING r CONTRACTOR POST A SIGN DESIGNATING THE WASHOUT • • A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREAM TRACKING DIRT OFF SITE THIS SHALL INUJUDE :RI ••U ► 9 • OC AND/OR 1•'i' 71 :: CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUEUW, AND ROUI EQUIPMENT MAINTENANCE Al MAJOR REPAIRS SHALL BE MADE • EROSION CONTROL EROSION CONTROL "• 1:1 FOR ALL EROSIVE SURFACES SLOPED SURFACES ESPECIALLY PRO= AG41NST EROSION '1 • GROUND COMER r • • AND BONDED FIBER MATRIX. NO EXCAVATION AN1 GRADING ACTIVITIES ARE • :1 DURING T DIVEFS94 DIKES SWL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE 1• •• SHALL PROTECT CH51`4NELS AGAINST EROSION USING PERMANENT AND TEMPMRY EROSION OONTRDL ME49ARM ROWX IEXISTING VEGETATION ONLY MEN ABSOLUTELY NECESSAW. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMID/AL OF THE NATURAL GROUND CDAR. DO NOT R30C TREES OR SHRUBS UNNECESSARILY; : • DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR MERE CONSTRLOON IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL •r•SE O•OSON SiALL BE PIRBOCED BY PIMTING FAST—GFIOWING ANNUAiL AND PERENNIAL (3RASSES TO SHIELD AND BIND THE SOL PLANT PERMANENT VEe • •• POSSIBLE, 94CE D(CAVATION AND GRADING ACTIVITIES ARE COMPLETE WATER USAGE FOR DUST CONTROL :1 • N-SrrE CONSTRUCTION MATERIAL STORAGE STORED MATE1t4LS SHALL BE CONTAINED IN A SECURE PLACE TO PREAV SEEPAGE AND SPILLAGE CONTRACTOR SHAILL STORE THESE PRODLM MERE THEY WILL STAY DRY OUT OF THE PAR CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON-SITE OJMINATE OR REDUCE POLLUTION OF STO1;&WTOR FROM STOCKPILES KEPT ON-STE_ STOCKPILES MAY INCLUDE SUL, FARING MATORIALS, ASPH&T CONCRETE, AGGREGATE BASE, STOCKPILES •• •• ( i• STORMWATER •• :• FLOWS • o•. 1•• STOCKPILES SHALL BE CCMERED OR PROTECTED WITH SOIL • WfiSURES AND PIRCMDED WITH A TEMPORARY SEDIMENT Y AROUND THE PERIMETER AT ALL TIMES. TRAINING •1 ••w EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL RE• •:: " NOTE SHALL BE AVAILABLE • WERYONE WORKING 94 SITE. THE -•••E• OWNER(S) AN AND THE PRIME 1• o• MUST INFORM SUBCONTRACTORS ABOUT STORMINATER REQUIREMENTS AND THOR OWN RESPONSIBILITIES WASTE MANAGEMENT CONTWTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONISTRUCTION MINTERIALS. DLWPING OF UNUSED OR WASTE PRODILICTS ON THE GROUND, WERE WATER CAN CARRY THEM INTO THE CONVUAiiICE SYSTEM IS STRICTLY PRDHIBffED. NO SEEPAGE FROM DUMPSTER SHALL BE DISCHARGED o STORMWATER BERMS/DIKES WU BE RACED AROUND ALL DUM13STERS TO DIVERT • RM RUNOFF DUMPSITES SHALL BE • 1:1 FREQUENTLY FOR 1 :• 1 " 'i: • •J:1 1 :' • 1 ••:1 STRUCTURES WITHIN WITH IMPERAOUS ROOFING OR •• :•.71 NTH TARPS ORDER TO AVOID R41N CONTACT MATERIAL ANY TRASH MANY CONSTRUCTION M�TERIALS, INCLUDING SOLVENTS, WASER-BASED PANTS, VEHICLE FLUIDS, 90" ASPHALT 1 CONCREFF, WOOD AND CLEARED VEGETATION CAN BE RECY`CLED NON—RECYCLABLE MATi'i • 17 TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE FOR INFORMATION ON DISPOSAL OF HAZAWUS MATERAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON '1 AND TO • i1:' 1 7' 71•• 61 POLLUTANTS SHALL BE KEPT OFF EXPOSED •s. PLACE TRASH CANS AND REMNG RECEPTACLES AROUND THE 511E PORTABLE TOILETS GOOD DR l •SIT AND CHECKED FREQUENTLY FOR LEAKS CONTRACTOR SURFACES. PR(MDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AwAy FROM STORAMN INLETS 04 PERVIOUS ALL CONSTRUCTION DEBRIS " � • EP -• STREET, GUTTER, 1 •• 1'• CONTRACTOR MUST ROUTINELY • 1 • r • : 71 AMY FROM CONSTRUCTION FOR MORE INFORMATION ON •.. .:• POLLUTION CONTROL • REQUIREMENTS PLEASE CONTACT ENGINEERING DEPARTMENT, CITY OF : • 61 • Z4 _ 1,•,. 1. TAE EXISTENCE AND LOCATION OF UNDERGROUND UTIUFFY PIPES AND STRUCTURES SHOWN ON THESE R.ANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TIC THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES 1EXCEPT AS SHOWN ON THESE PLANS, HOVEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE PREMMONKRY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTORS FE93ONSIBlUTY TO CONTACT THE FOLLOWING OWNERS OF • • UTILITIES OR SITWFURES PRIOR TO ANY D(CAVATIOR FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATON OF COIAUCOMENT OF WORK- A. Tw • (760)-753-015 B. GAS & ELECTRIC SDGE - (760)-438-6200 C. • :' DIEGUITO WATER DISTRICT-11-800-227-2600 D. TOBOKM - SBC :E LL - (760)-489 COX COMMUNICATIONS-(760)-806-9809 2. CONTRACTOR SiALL NOTIFY CITY ENIGINEER'S OFFICE 48 HOURS PRIOR • BEGINNING ANY WORK ON PROJECT PHONE. (760)-633-2770. 3 THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. R-ME- (760)-W-2770. ALL WORK PERFORMED WITH• BENEFIT OF • REECTION AND REMNAL PUBLIC WORKS • PLANNING AND BUILDING q Iy OWNER LENNAR HOMES OF CALIFORNIA, INC. 25 ENTERPRISE, STE. 300 AUSO VIEJO, CA 92656 SITE ADDRESS 1110 URANIA AND 690 NORMANDY 254 - 400 -14, AND 19 LEGAL DESCRIPTION PORTION OF LOT IN BLOCK G OF SOUTH COAST PARK ANNEX IN THE CITY OF ENCINRAS, OWNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. 7.7: 17• •� a r.i• • 7 r it • JOHN BAAXSIPIATEMENT ENNAR HOMES OF CALIFORNIA INC. OWNER'S v � a "t` bY: s^ D^ z Q 0 L P ENCINITAS FIRE DEPARTMENT N.T.S. N y� D� SITE F7 ca z z o x LEUCADIA B VINCENT W. SCARPATI EXP.: 06/30/2014 a N 0 z VICINITY MAP DEVELOPMENTTHIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCE CONVOL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIA7ED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN ( SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOI) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS; FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 11528 -G AND BY SWRCB NO. R9- 2009 -0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9- 2009 -0001. WDID # 9 37C367210 1_,�,____� SIGNATURE: ��tt DATE: 9-5,-13 PRINTED NAME OF ABOVE PERSO L ITLE: ^Sr,V"oilOvs�• COMPAM4&•^f L8✓rv%,Nr fro+ 2S I, BLAKE ELLIOTT, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT LGC GEOTECHNICAL, INC. ACCEPTS THE ROLE OF GEOTECHNICAL ENGINEER OF RECORD. THIS ACCEPTANCE IS BASED ON REVIEW OF THE PACIFIC SOILS ENGINEERING, INC. REPORT ENTITLED PRELIMINARY GEOTECHNICAL INVESTIGATON AND GRADING PLAN REVIEW, MONTAGE PROJECT, ENCINITAS, CA, DATED SEPTEMBER 22, 2009. AS SUCH, LGC GEOTECHNICAL, INC. CONCURS WITH THE FINDINGS AND CONCLUSIONS AND RECOMMENDATIONS PROVIDED THEREIN; EXCEPT AS SUPERSEDED BY OUR REPORT ENTITLED UPDATED GEOTECHNICAL EVALUATION, 680 NORMANDY ROAD, ENCINITAS, CALIFORNIA, DATED APRIL 11, 2013. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THI ROJ CT HAV BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. SIGNED: RICE NO.: "!O -/ �y EXP. DATE: `` A tOlf JOB #: 1 1107 SNs O= COMPANY LGC GEOTECHNICAL, INC. ADDRESS 120 CALLE IGLESIA, SAN CLEMENTE, CA 92672 PHONE (949) 369 -6141 STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE OR PROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPLR1`! DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS /HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: DATE: ` w l VINCENT W. SCARPATI COMPANY: C & V CONSULTING, INC ADDRESS: 27156 BURBANK, FOOTHILL RANCH, CA 92610 PHONE NUMBER: (949) 916 -3800 RICE EXPIRES 06/30/2014 EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 6' H : 8' V MAXIMUM VERTICAL DEPTH OF CUT = 15' MAXIMUM VERTICAL DEPTH OF FILL = 2' BMP PROJECT STATUS CUT = 56.535 C.Y. FILL = 1685 C.Y. PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY EXPORT = 54.850 C.Y. HOA IN ACCORDANCE WITH "MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION CONTROL FACILITIES" RECORDED ON^ 8 - 1,3-1 AS DOC. #: aO1 3 -0 So 76(z,/ SDWD W13 -010 "" "UK n7: "t` bY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 0 PARKS AND RECREATION. SAN DIEGUITO WATER DIST. ENCINITAS FIRE DEPARTMENT as PLANS PREPARED UNDER SUPERVISION OF DATE: N -ii's, R.C.E. NO.: 33520 � ' Asge � — REVIEWED BY: SM APP D: 14A `/11/1 � MASIH MAHER ``1�� GLENN PRUIM 9/9 13 �i�� GRADING PLAN FOR: FIORE TITLE SHEET 254 - 400 -14, 19 'I 'I J2� -�a APPROVED VINCENT W. SCARPATI EXP.: 06/30/2014 M PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA S a a ci o WN 0 w Z�/ BY BLAIR KNOLL DATE *oil 5'9 IGN SIGNATURE EXPIRES 2 YEARS AFTER DATE �a �o "`o"' "M "" "UK n7: "t` bY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. am DK UK WS VWS PLANS PREPARED UNDER SUPERVISION OF DATE: N -ii's, R.C.E. NO.: 33520 � ' Asge � — REVIEWED BY: SM APP D: 14A `/11/1 � MASIH MAHER ``1�� GLENN PRUIM 9/9 13 �i�� GRADING PLAN FOR: FIORE TITLE SHEET 254 - 400 -14, 19 'I 'I J2� -�a " VINCENT W. SCARPATI EXP.: 06/30/2014 DATE DATE 1 ` PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA S a a ci o SHEET 1 OF 47 I RTW PRIVATE -- i� PER DWG. NO. 11528 -G I 1EfLIG EX. 2' DEDICATION 27' 10' IrRvr. r.o rRvr. SIDIEWALK BMP IENHANCED1 BIOSWALE 17' 1' SAWCUT & REPLACE WITH FULL AC SECTIC q 15' 25' FULL e DEPTH AC_ /. 4" PVC RW� SEE "ROADSIDE TREATMENT SWALE" DETAIL ON SHT 2 EX AC PAVEMENT e PROPOSED 2 GRIND Q AND OVERLAY J/ 8" VCP SS 14" ACP DW URAMA AVE 30" RCP SD LOOKING SOUTH N.T.S. NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN ACCORDANCE WITH PERMANENT MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED: 9 -T3 -/ 3 AS DOCUMEN NOTE:OVERLAY SHALL BE TYPE Cl PG64 -28TR TIRE RUBBER MODIFIED AC MIX FOR OVERLAY AND TYPE B PG64 -10 CONVENTIONAL AC FOR DIG OUTS INTERSECTION OF NORMANDY AND URANIA SHALL BE REMOVED AND REPLACED. STRUCTURAL SECTION BASED ON R -VALUE TESTING S -R /W N R/W N RR/W PUBLIC PRIVATE 7' DEDICATION PER DWG. NO 5' PROP. PER SIDEWALK VARIES 32' FlNAL MAP DECOMPOSED VARIES 27' GRANITE I WILL VARY ALONG FRONTAJE I 1' SAWCUT & 5' SO REPLACE WITH I PRIVATE FULL AC SECTION EASEMENT VARIES 2' -6" ¢ VARIES VLms PAVER SECTION FINAL MAP M., /_ , GAS ",� � �. % '` OP 4" MIN DG WALI 4" PVC RW� 2x8" REDWOOD HEADE EA. SIDE OF WALK 6" ACP DW -/8" VCP SS-\ PROP G -1 CURB ONLY (6 COMPACTED SUBGRADE 6"x16" PCC FLUSH CURB 30" RCP SO FIRE DEPARTMENT NOTES 1. INSTALL TWO -SIDED "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTER LINE ON HYDRANT SIDE. 2. ALL ROADWAYS `SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR, RiW INCLUDING THE PARKING OF VEHICLES, IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT STANDARDS. 3. ALL ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS OF NOT LESS THAN 75,000 POUNDS. 4. ALL CURB FRONTAGE ON PRIVATE ROAD NOT SHOWN TO HAVE PARKING SHALL HAVE "NO PARKING" PER THE CITY OF ENCINITAS FIRE DEPARTMENT REQUIREMENTS. 5. ALL EXISTING FIRE HYDRANTS WILL BE REPLACED WITH HYDRANTS OF A BRONZE TYPE AND SHALL HAVE TWO (2) 4" OUTLETS AND ONE 12,-1/2 SHALL MEET CURRENT FIRE DEPARTMENT STANDARDS FOR COMMERCIAL FIRE HYDRANTS. 6. CURBS ON STREETS HAVING ON- STREET PARKING SHALL RECEIVE RED STRIPING EXTENSIONS 15' EACH SIDE OF THE HYDRANT AND SHALL MEET ENCINITAS FIRE DEPARTMENT STANDARDS. 7. CONTRACTOR TO INSTALL BLUE TWO SIDED RAISED PAVEMENT MARKERS AT FIRE DEPARTMENT CONNECTIONS TO MEET FIRE DEPARTMENT STANDARDS. BLUE DOTS SHALL BE PLACED 4" TO 6" FROM CL ON HYDRANT SIDE. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TO THE SATISFACTION OF THE FIRE DEPARTMENT: A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING AGENCY; AC DIKE B. AT A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL WEATHER SDRSD STD. G -5 SURFACE FOR EMERGENCY VEHICLES; AND TYPE C -2 REF. C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVICE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WHERE OCCURS WATER DISTRICT. 8. FIRE HYDRANTS "MINIMUM GPM SHALL BE 1500 GPM FOR 2 HOURS AT 20 PSI RESIDUAL PRESSURE ". INSTALLATION SHALL BE PER SAN DIEGUITO WATER DISTRICT SPECIFICATIONS. 9. A 3' CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT. CFC 507.5.5 WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH CFC 312. 1n- Al I FIRE APPARATIIS ACCESS Rr)AnS SHAI I HAVE AN IIN0RSTRIICTFCI VFRTICAI CI FARANCF CIF NnT I FCC THAN l4' —R" S'LY N'LY TITLE SHEET P/L P/L INDEX MAP AND SECTIONS 14' 12.5' m CA SHEET 4 -6 PRECISE GRADING PLAN C VARIES 26.5' PRIVATE STREET EASEMENT UTILITY PURPOSES o z SHEET 4' PROP ACCESS AND a z SIDEWALK EASEMENT VARIES 24' FlRE ACCESS VARIES z CURB AND GUTTER SHEET o EROSION CONTROL PLAN SHEET PROP PCC ROLLED CURB LANDSCAPE PLAN SHEET 39 -47 V) u PROPOSED SO r PROP AC PAVEMENT S =1 % -3% Ll /� �� !,! _ PROP 6" CURB ONLY PER SDRSD STD. G -1 PROPOSED 4" THICK PCC 5 T PROPOSED 8" DOMESTIC PVC WATER PROPOSED SANITARY SEWER BL05SOM ROAD (PRNATE) LOOKING WEST N.T.S. QQOFESS /pN� 271166 BURBANK N "Nom, $vl FOOTHILL RANCH, CA 92610 T. 849.816.3800 oWC No. 33 0 - m CONSULTING, INC. F. *18.816.3806 « Exp. 6/30/2014 CIVIL ENGINEERING ,>? Crvn. LAND PLANNING & SURVEYING CVGiNC'NET �lE pF CAUF4�� CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE S Out LTS Z " 1 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. HORIZONTAL: AS SHOWN 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF VERTICAL: AS SHOWN ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 ut "t" CY: "" "°"l' bY: ` "t` S �Y: ENGINEERING DEPARTMENT APPROVALS DK DK VWS PLANS PREPARED UNDER SUPERVISION OF REVIEWED B APP VE DATE: R.C.E. NO.: 33520 MASIH MAHER GLENN PjRUUIM VINCENT W. SCARPATI cc � L113 EXP.: 06/30/2014 DATE DATE TABLE OF CONTENTS: SHEET INDEX MAP TITLE SHEET SHEET 2: INDEX MAP AND SECTIONS 1 " =60' 3 DETAILS AND SECTIONS SHEET 4 -6 PRECISE GRADING PLAN SHEET 7 -9 DEEP ROOTED, DENSE, DROUGHT SHEET 6" MOD. TYPE G -2 PRIVATE STREET PLAN SHEET 4'5 PRIVATE STORM DRAIN PLAN TOLERANT PLANTING SUITABLE 13 -15 CURB AND GUTTER SHEET 16 -17 EROSION CONTROL PLAN SHEET FOR WELL DRAINED SOIL LANDSCAPE PLAN SHEET 39 -47 RETAINING WALL PLAN PROPOSED SO ONE LAYER OF COBBLE CONTINUE SLOPE RETAINING WALL FLOW IN BIOSWALE - OR APPROVED GEOTEXTILE -- OF GUTTER TO SWALE EXISTING CONTOURS = >` FOR EROSION CONTROL PROPOSED CONTOURS 65 AREA DRAIN LINE WATER EASEMENT LEGEND 6" OPENI DESCRIPTION 4" MINIMUM THICK DG WALK OR WATER METER W /EASEMENT .` LIP POWER POLE 27. PCC WALK PER PLAN. i 0 T I FIRE HYDRANT W /EASEMENT "ENGINEERED j ` " STORM DRAIN MANHOLE *BIORETENTION SOIL" LAYER SHALL s� 2 BE MINIMUM 18 DEEP SANDYLOAM SOIL MIX WATER VALVE " WITH NO MORE THAN 5% CLAY CONTENT, THE PILASTER 7r " SEWER MANHOLE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% SEWER CLEANOUT � O CATCH BASIN COMPOST OR HARDWOOD MULCH, AND 20 -30% ".. LOT NUMBER ,<'� �iiriri ✓ii � ��/, / //// / ��, i , � � � TOPSOIL. (1651) � r 165,1 CENTERUNE AREA DRAIN LINE CLEAN OUT ut "t" CY: "" "°"l' bY: ` "t` S �Y: ENGINEERING DEPARTMENT APPROVALS DK DK VWS PLANS PREPARED UNDER SUPERVISION OF REVIEWED B APP VE DATE: R.C.E. NO.: 33520 MASIH MAHER GLENN PjRUUIM VINCENT W. SCARPATI cc � L113 EXP.: 06/30/2014 DATE DATE TABLE OF CONTENTS: SHEET 1: TITLE SHEET SHEET 2: INDEX MAP AND SECTIONS SHEET 3 DETAILS AND SECTIONS SHEET 4 -6 PRECISE GRADING PLAN SHEET 7 -9 AREA DRAIN PLAN SHEET 10 -11 PRIVATE STREET PLAN SHEET 12 PRIVATE STORM DRAIN PLAN SHEET 13 -15 RETAINING WALL PLAN SHEET 16 -17 EROSION CONTROL PLAN SHEET 18 -38 LANDSCAPE PLAN SHEET 39 -47 RETAINING WALL PLAN LINE LEGEND BOUNDARY LINE - - LOT LINE - - ` EX STORM DRAIN -� FLOWLINE - - - - EX SEWER LINE ., EX WATER LINE w1 - PROP. WATER LINE 8 "W PROP. SEWER LINE 8 "SS PROP. 12" STORM DRAIN 12 "SD 'Y EX EDGE OF PVMT __......__..ice s ...... .. _ - PROPOSED SO RETAINING WALL FLOW IN BIOSWALE - - -- CURB AND GUTTER EXISTING CONTOURS = >` PROPOSED CONTOURS 65 AREA DRAIN LINE WATER EASEMENT LEGEND DESCRIPTION SYMBOL WATER METER W /EASEMENT -O POWER POLE i 0 T I FIRE HYDRANT W /EASEMENT t ' j MAIL BOX o STORM DRAIN MANHOLE s� SIGN STREET LIGHT WATER VALVE PILASTER SEWER MANHOLE SEWER CLEANOUT O O CATCH BASIN LOT NUMBER O 10 PAD ELEVATION PAD: 159.0 ELEVATION jT THIS POINT (1651) SPOT ELEVATION 165,1 CENTERUNE AREA DRAIN LINE CLEAN OUT ABBREVIATION$ DW: DOMESTIC WATER SS: SANITARY SEWER SO: STORM DRAIN S /W: SIDEWALK CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: FIORE INDEX MAP & SECTIONS 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA 0 0 o� d6 �N %_2 WN m 0 DRAWING NO. �m M 11528 -G ~ rol FLEET 2 OF 47 a�ol 91 OVERHEAD UTILITY KEY MAP 1" =100' OVERHEAD LINES TO BE PLACED UNDERGROUND OVERHEAD LINES TO REMAIN, IN LIEU FEES TO BE PAID OVERHEAD LINES TO BE REMOVED III 3' MIN. `\ . NOTE DISTANCE MAY BE DECREASED IF NECESSARY TO KEEP SLOPE BELOW 20% SIDE YARD GRADING DETAIL TYPICAL, NO SCALE 3' -0" 13/8" PAVING PER PLAN 1/2 RADIUS LIP TYP. .7. a Via' 1" 1.0% MIN LONGITUDINAL GUTTER DETAIL NTS NOTE: BIORETEN11ON BASIN HMP FACILITY TO BE MAINTAINED IN PERPETUITY BY HOA IN ACCORDANCE WITH STORM WATER TREATMENT MAINTENANCE AGREEMENT DOC.: 1613 •Q5Q4il RECORDED: BMP /HMP BASIN CANNOT BE MODIFIED WITHOUT CITY PERMIT. L• 27166 BURBANK ' FOOIHILL RANCH, CA 02610 T. 040.016.3600 CONSULTING, INC. F. 040.016.3606 CIVIL ENGINEERING CVCINC NET LAND PLANNING & SURVEYING CHANGE NO. 1 DESCRIPTION J S �"-2 r • ll 6/30/2014 * 1073 LF 917 LF 225 LF APPROVED DATE BENCHMARK d PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 4,01 CONCRETE CATCH ENGINEERED S "SEE NOTE BEL V FLUSH 4" THICK DECOMPOSED GRANITE (CRUSHED AGGREGATE) WITH NON -TOXIC ORGANIC, COLORLESS, ODORLESS CONCENTRATED POWDER BINDER 1 i"I ff,- IL- Ii�_�111 ITl1I1TT0 90% TO 95% -' -IIF ill -11- W'ELATIVE COMPACTION DECOMPOSED C RAN17E WALK N.T.S. SECTION A —A PLANTING PER LANDSCAPE PLANS, APPROVED GRATE INLET AT *BIORETENTION "ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANDYLOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT, THE MIX SHALL CONTAIN 50 -60% SAND, 20 -30% COMPOST OR HARDWOOD MULCH, AND 20 -30% TOPSOIL. FREE OF STONES, STUMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. 0 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN ( a. BASS Cross Section RIO- AQUIFER STORM SYSTEM. 1. 118" to 1/4" \ Permeable Yy Chips 2. 1/4" to 3/8" ` PAVERUXIIB Material yq ^BEDUIN" 3. 112 "t" —1 4 °BASE 1,. Material 12 "SUB44SE MINs 4. 23 "to3" Angular Rock (Rail Road _._ Rallastl ECU-SINAtE tiUaUwUE pERRtlRaIEa NPE Bio- Aquifer Storm System" 1. Void Fixer: Open - graded aggregate used to fill the openings in the paver units. Tit bedditg course aggregate may ne ssed as the e'o d fi ler. Smaller particle -sized stone chlgs (1 /8" to A ") are preferable, if available. 2. Bedding Course, Layer of open- graded aggregate dlrtctly beneath the unit pavers, comprised of sma I particle -s zed crushed stole chips (typically .b" to 318" rock). Also commonly cal ed the "setting bed ". Recommended depth of the bedding course layer sha II be two Inches (2"J. 3. Hose Course; Layer of open - graded aggregate oe•leath the bedding couse laye•, comprised of small. to medium - particle -sized hushed stele (typically 1/2" lot'). Recommended depth ur Lhe base layer shall be four inches 14 "), but she not exceed six i1ches {6 "). 4. Sub -base Course: Layer of open- graded aggregate oe•ieath the base course laye•, comprised of arge particles zed (tyc,tally 2.1/2" to 3 ") crushed stone. Depth shall vary depending open site conditions and specific requirements. Minimum depth of the sub -base course shall co twelve inches (12'). TC(1) =TC TC(2)= TC(1)- [(0.50) +(0.020)(2)] 2%► e N u VARIES (25-6') ORCO AQUA - BRIC PERVIOUS PAVERS 6 "X16" PCC CURB FLUSH WITH PAVEMENT 1/8" TO 1/4" r— PERMEABLE CHIPS WITHIN VOID FILL 1/8" JOINT, HAND TIGHT 2_ %� �4 p� a J•. -I G -1 CURB ONLY 3/4" ANGULAk 1 ' \ il' Lr r Ids rte, . CRUSHED ROCK 1/4° TO 3/8" BEDDING SUB BASE 1/2" TO 1" BASE NOTE: PAVERS SHALL BE INSTALLED PER GEOTECHNICAL REPORT AND ORCO SPECIFICATIONS PERVIOUS PAVER SECTION N.T.S. NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN ACCORDANCE WITH PERMANENT ENCROACHMENT MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED: _ F? -� 3�l _ AS DOCUMENT: 2-O/3 ASO 7�0 5' PROP. EX. SIDEWALK R/W DECOMPOSED GRANITE VARIES VARIES 4.5' PROP. al 17' 15' II BMP -�L - - - - - - - - - - i EX. \-EX. GRADE /PUBLIC - -I-- PRIVATE 5' 8" VCP SSA IDENTICAL ELEVATION PIRAEUS STREET SECTION A BIORETEArTM BASIN INLET DETAIL N.T.S. NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN CORRppANCE WITH PERMANENT ENCROACHMENT N.T.S. MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED:] X3-%1__ AS DOCUMENT:�Ot3- OSO?(P y DESIGNED BY: I DRAWN BY: I ECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ow PLANS PREPARED UNDER SUPERVISION OF REVIEWED Milt APPR >F GRADING PLAN FOR: FIORE �+ DATE: $ --,�A_e-� M./V1 ^ - MASIH MAHER GLENN PRUIM DETAILS & SECTIONS R.C.E. NO.: 33520 0 254-400-14,19 VINCENT W. SCARPATI EXP.: 06/30/2014 DATE `4 13 DATE / /// 3 PLANNING CASE NO: 11 -189 TMDB /CDPIDR/MIN /EIA h b gm ay DRAWING NO. a 11528 -G N SHEET 3 OF 47 a o LL EX AC PAVEMENT olvane+�� 0 NO OVERLAY I ILL VARIES VARIES 2% LANDSCAP 2:1 MAX J COMPACTED SUBGRADE MEANDERING S E "ROADSIDE TREATMENT 4 MINIMUM GRADED AT ROAD SWALE" DETAIL SHT 2. t8" 2% PER C.O.A. 2 "x8" REDWOOD - — — — - - - - _NORMANDY ACP DW (NO PERFORATED PIPE) HEADER EA. SIDE OF WALK O 8" VCP SSA IDENTICAL ELEVATION PIRAEUS STREET SECTION A BIORETEArTM BASIN INLET DETAIL N.T.S. NOTE: HOA TO MAINTAIN WATER QUALITY TREATMENT AND SIDEWALK IN CORRppANCE WITH PERMANENT ENCROACHMENT N.T.S. MAINTENENACE AND REMOVAL COVENANT AGREEMENT RECORDED:] X3-%1__ AS DOCUMENT:�Ot3- OSO?(P y DESIGNED BY: I DRAWN BY: I ECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT ow PLANS PREPARED UNDER SUPERVISION OF REVIEWED Milt APPR >F GRADING PLAN FOR: FIORE �+ DATE: $ --,�A_e-� M./V1 ^ - MASIH MAHER GLENN PRUIM DETAILS & SECTIONS R.C.E. NO.: 33520 0 254-400-14,19 VINCENT W. SCARPATI EXP.: 06/30/2014 DATE `4 13 DATE / /// 3 PLANNING CASE NO: 11 -189 TMDB /CDPIDR/MIN /EIA h b gm ay DRAWING NO. a 11528 -G N SHEET 3 OF 47 a o CONSTRUCTION_ NOTES: (D— CONSTRUCT SDRSD UNDERWALK DRAIN PIPE D-27 IN THE LOCATIONS SHOWN. O2 — INSTALL 12" NDS FLAT GRATE AND YARD BOX IN!THE LOCATIONS SHOWN. 1 4" SDR -35 DRAIN PIPE PLACED MINIMUM I 0.5% SLOPE. �4�-- PROPOSED FENCE, SEE LANDSCAPE ARCHITECT PLANS. 51�- -- INSTALL MASONRY RETAINING WALL IN THE LOCATIONS SHOWN AND PER SDRSD STD C -2 DRAWING AND SPECIFICATIONS. INSTALL MODIFIED SDRSD STD. D -34 (SUBSTITUTE 18" DIA. FOR 12" DIA. PIPE. ALL OTHER DIMENSIONS TO REMAIN THE SAME) HEAD WALL IN THE LOCATIONS SHOWN. �7-- PROPOSED GRAVITY WALL PER SHEETS 39 -60 D-- INSTALL 2 "x4" TROUGH WITHIN DRIVEWAY PER DETAIL ON SHT 7 SEE PLAN FOR GRADES (D— INSTALL 6" THICK PCC DRIVEWAY WITH #5 REBAR 18" EACH WAY 16 INSTALL 10'X20' 1/4 TON 2.7' THICK RIP RAP OVER 4" AGGREGTATE BASE PER SDRSD STD. NO. D40 11 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) IMPROVEMENT NOTES SEE 11528 -1 FOR PUBLIC - STREET, WATER, STORM DRAIN, AND SEWER IMPROVEMENTS SEE SHEETS 7 -9 FOR AREA DRAIN PLAN SEE SHEETS 10 -11 FOR PRIVATE STREET IMPROVEMENTS SEE SHEET 12 FOR PRIVATE STORM DRAIN IMPROVMENTS Lo H SEE SHEET 13 -15 FOR RETAINING WALL PLAN LLJ uj 2 PROPOSED PERVIOUS c/) PAVERS SEE SHEET 3 LLI L LJ PROPOSED PCC PER SHEETS 6, 10 -11. PROPOSED DECOMPOSED GRANITE SEE SHEET 3. SCALE: 1 " =20` 0 1 20 40 CONSULTING, INC. CIVIL ENGINEERING LAND PLANNING & SURVEYMG 17188 lL RANCH, ` W. ,� � �'q FOOTIiILLRANCH,CA>i2E10 � '1'� � rn T. 949.010.3800 r• 041i.O1C:3asOa * Exp. 6/30/2014 + clv(� 1 GVCINC.NET�IFOF OA1�F��' /166.1 / — •� = —r 165.6 X o 16.34 165.4 171.2 x .� 1 1.6 XI x CHANGE NO. ESCRIPTIO D N APPROVED DATE BENCHMARK SCALE E I D Y: G B RA BY`. CHECKED BY: ENG INEERING DEPARTMENT APPROVALS - CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. V - - OS /� 12-1191.1.1, PT. NO 1065 (ENC -05) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' OiS TOTHE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD88 HORIZONTAL: A$ SHOWN VERTICAL: AS SHOWN —^ SHOWN PLAINS PREPARED UNDER SUPERVISION OF : 9—s- DATE --� R.C.E. NO.: 33520 VINCENT W. S ARPATI EXP.: 06/30/2014 REVIEWED BY APPR V `�-- MASIH HER GLENN �MI /3 91111/13 DATE DATE // PLAN FOR: GRADING FIORE PRECISE GRADING, PLAN ;�S�I- �1� © -14 19 1 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN/EIA "I " 5Z8 -G VIL. SHEET i OF 47 ' CONSTRUCTION NOTES: 0--- CONSTRUCT SDRSD UNDERWALK DRAIN PIPE D -27 IN THE LOCATIONS SHOWN. 2O— INSTALL 12" NDS FLAT GRATE AND YARD BOX IN THE LOCATIONS SHOWN. 3�-- 4" SDR -35 DRAIN PIPE PLACED MINIMUM' 0.5% SLOPE. C4� — PROPOSED FENCE, SEE LANDSCAPE ARCHITECT PLANS. 5a-- -- INSTALL MASONRY RETAINING WALL IN THE LOCATIONS SHOWN AND PER SDRSD STD C -2 DRAWING AND SPECIFICATIONS. T— INSTALL MODIFIED SDRSD STD. D -34 (SUBSTITUTE 18" DIA. FOR 12" DIA. PIPE. ALL OTHER DIMENSIONS TO REMAIN THE SAME) HEAD WALL IN THE LOCATIONS SHOWN. PROPOSED GRAVITY WALL PER SHEETS 39 -60 )— INSTALL 2 "x4" TROUGH WITHIN DRIVEWAY PER DETAIL ON SHT 7 SEE PLAN FOR GRADES 9a--- INSTALL 6" THICK PCC DRIVEWAY WITH #5 REBAR 18" EACH WAY 10 INSTALL 10'X20' 1/4 TON 2.7' THICK RIP RAP OVER 4" AGGREGTATE BASE PER SDRSD STD. NO. D40 11 INSTALL "NO PARKING FIRE LANE" SIGNS PER FIRE DEPT STDS (75' O.C. TYP.) IMPROVEMENT NOTES SEE 11528 -1 FOR PUBLIC — STREET, WATER, STORM DRAIN, AND SEWER IMPROVEMENTS SEE SHEETS 7 -9 FOR AREA DRAIN PLAN SEE SHEETS 10 -11 FOR PRIVATE STREET IMPROVEMENTS SEE SHEET 12 FOR PRIVATE STORM DRAIN IMPROVMENTS SEE SHEET 13 -15 FOR RETAINING WALL PLAN W PROPOSED PERVIOUS PAVERS SEE SHEET 3 PROPOSED PCC PER SHEETS 6, 10 -11. PROPOSED DECOMPOSED GRANITE SEE SHEET 3. SCALE: 1 " =20' 0 1 20 40 169.81TS 168.53BS 3 —% "R W =5 C) '0.37 LU 69.7 W N1 FS M3 2% No.RV 22,960 161 w - + 7i.16 2 i W. 27156SURBANK 65.6 �� FOOTHILL RANCH, CA 02610 X 171,2 - -- T. 949.916.3800 - - - — No. 520 It Exp. 6/30/2014 �- � ' kCHANGE LTING, INC. F. 949.916.3806 �� .�, �.�.. -- -- — — ENGINEERING cvcaNe.NErq�E cwl� o�� —— — — — — xi 1 NNING & SURVEYING OF CALF 1 NEW SHEET DESCRIPTION APPROVED DATE BENCHMARK SCALE DesICNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. ADD 6A & REPLACE 6, REVISE LOTS 1 -4 GRADING 12 13 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED BY: APPROVED: GRADING PLAN FOR' FIORE U1 rS Ile < SURVEY CONTROL NETWORK PER R.O.S. HORIZONTAL: AS SHOWN DATE:IZ_11 —j PRECISE GRADING PLAN 11528 G 18416, 2" IP RCE 29577 AT A 20' O/S TO THE MASIH MAHER Fo►' GLEN / N PRUI� CENTER OF CUL -DE -SAC AT THE NE END OF VERTICAL: AS SHOWN ARBOR CT ELEVATION: 174,391' R.C.E. NO.: 33520 254-400-14,19 DATUM: NAVD'88 "VINCENT W. SCARPATI EXP.: 06/30/2014 DATE DATE Z/ 1 9 1 13 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA SHEET 6A OF 47 n ca N CONSTRUCTION ES: 61 INSTALL 12" NDS FLAT GRATE AND YARD BOX IN THE LOCATIONS SHOWN. @- 4" SDR-35 DRAIN PIPE PLACED MINIMUM 0.5% SLOPE. (gy-- INSTALL 6" SDR 35 PERFORATED PRIVATE WATER QUALITY DRAIN LINE PER DETAIL ON SHEET 2 Ey- INSTALL 4" SDR 35 PERFORATED PRIVATE WATER QUALITY DRAIN LINE PER DETAIL ON SHEET 2 @ 8" SDR-35 DRAIN PIPE 9- 10" SDR-35 DRAIN PIPE @67 -- INSTALL CONCRETE LUG PER SDRSD D-63 SEE SHEET 7. @-- INSTALL CONCRETE CATCH BASIN (9)-- 12" SDR-35 PRIVATE WATER QUALITY DRAIN LINE @- R DETAIL ON SHEET 7 (a-- INSTALL 6.5" SQUARE NDS BRASS GRATE � IMPROVEMENT NOTES \ SEE 11528-1 FOR PUBLIC - STREET, WATER, STORM DRAIN, A SEE SHEETS 4-6 FOR GRADING SEE ET PRIVATE STREET IMPROVEMENTS SEE SHEET 12 FOR PRIVATE STORM DRAIN IMPROVMENTS SEE SHEET 13 -15 FOR RETAINING WALL PLAN 152mm (01 min — i$. P. E --7 Agir I A I 1 20' A I ( I A LI - I - U, --� , =x I I � -L - - L I -4-- I - J I I � , 1 1�7-7; -3 PLAN min SKEWED CONNECTION PLAN C, z C, � E E E vs E -S FE -E I I " ;t E .S 6 E SECTION A-A s E E g .S - E SECTION B-B LEGEND ON PLANS NOTES 1. The end of connecting pipe shall not project into the waterway of the larger pipe. 2. The larger ripe shall not be Me than 610mm (2e) ID. 3. The smaller pipe shall not be more than 2/3 the size of the larger pipe. [�= 4. Concrete shall be 279kg/M3-C-14-Mpa (470-C-2000). ReVision RECOMMENDED BY THE SAN MEW IGINAL 'M' Is SAN DIEGO REGIONAL STANDARD DRAWING REGIONAL STANDARDS COMMITTEE OR �' �. avalt/751 Add Metflc _ T. Stuntiun 103/031 3/0112roS -- `R;7ered _ JCP�E — CONCRETE LUG air arson R.C.E 79248 out. — — DRAWNG NUMBER D-63 — August 2009 a SCALE: 1"=20' 0 1 20 40 FRAME & ( PLUG END (WHE APPROPRIA NC I ;I, I 1% I I I i I I I i I 1 3 . .. I I --- ", .... 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HORIZONTAL: AS SHOWN — 18416,2" IP RCE 29577 AT A 20'0/S TO THE — CENTER OF CUL-DE-SAC AT THE NE END OF VERTICAL: AS SHOWN ARBOR CT ELEVATION: 174.391' — DATUM:NAVD'88 - I -- - I � -"I , ,,, , ,,, A - I I I , x > /, fi \ 21 '116 LOT B I 1 1 I)5,68 6 1 k -, 6IN I -- ' I"- I 1-I 1-0I I 2 1 1 � Z-Z i - F I I 'lII IlL � , I ...... � �— ,- 7 u - "', OPEN 1 .30 V I SPACE I - ....... I Il' �,, -- - ;" - � 761.51 ) If G Pi I AVV / /, 1 l -- , i I " �� - ...... � ---- I I I , I I ... ;�;=Icti�iiii I'll-, , - - "� ,� , I , ii, 0 A /- I \ I ' 155,18 FS F" "I . . I I I I I I I/ V "I I . I / � �f §Ifill�,;I 1� 11 / II I . / @/ I .......... 0, j �: ?" I A , I . " ' I-111 I 0 i 1,, 11 -116 �,� J 7x�� I , -1-F - i I- qq 1�� .. 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NO.: 33520 PRUIM AREA DRAIN PLAN 11528-G u �- � - 254-400-14,19 t� DO 0 � 74- M &(: �f�- C(/9 / i's Z ILI VINCENT W. SCARPATI EXP.: - 06/30/2014 DATE DATE �/;-//3 PLANNING CASE NO: 11-189 TMDB/CDP/DR/MIN1EIA SHEET 7 OF 47 5 mi -- . I D-10 CONSTRUCTION NOTES: 61 INSTALL 12" NDS FLAT GRATE AND YARD BOX IN THE LOCATIONS SHOWN. @-4" SDR -35 DRAIN PIPE PLACED MINIMUM 0.5% SLOPE. 63 INSTALL 6" SDR 35 PERFORATED PRIVATE WATER QUALITY DRAIN LINE PER DETAIL ON SHEET 2 64 INSTALL 4" SDR 35 PERFORATED PRIVATE WATER QUALITY DRAIN LINE PER DETAIL ON SHEET 2 65 8" SDR -35 DRAIN PIPE 66 10" SDR -35 DRAIN PIPE 67 INSTALL CONCRETE LUG PER SDRSD D -63 SEE SHEET 7. 68 INSTALL CONCRETE CATCH BASIN 69 12" SDR -35 PRIVATE WATER QUALITY DRAIN LINE 70 CONSTRUCT CLEANOUT PER DETAIL ON SHEET 7 a- INSTALL 6.5" SQUARE NOS BRASS GRATE IMPROVEMENT NOTES SEE 11528 -1 FOR PUBLIC - STREET, WATER, STORM DRAIN, AND SEWER IMPROVEMENTS SEE SHEETS 4 -6 FOR GRADING SEE SHEETS 10 -11 FOR PRIVATE STREET IMPROVEMENTS SEE SHEET 12 FOR PRIVATE STORM DRAIN IMPROVMENTS SEE SHEET 13 -15 FOR RETAINING WALL PLAN +1 SCALE: 1"=20' 0 1 20 40 CONSULTING, INC. CIVIL ENGINEERING LAND PLANNING & SURVEYING 00 H LUl W 2 Lu W 271156 DURBMIK ��yt W. Sow Fy� FOOTHILL RANCH, CA 92610 9 BENCHMARK v _ T. 949.916.3900 No. 335 0 — F.949.916.39015 + Exp. 6/30/2014 CV04NC.NET civil yet CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE "t "`' "t" �Y: ""ADK : `HtVW6 "Y: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. DK DK VWS SEE 4A – MAJ 12/14/13 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 HORIZONTAL: AS SHOWN VERTICAL`. AS SHOWN PLANS PREPARED UNDER SUPERVISION OF DATE: t x-13 f R.C.E. NO.: 33520 t VINCENT W. S ARPATI EXP.: 06/30/2014 REVIEWED BY APP R V N� ,� /1 ^ ✓ 4 MASIH MAHER GLENN PRUIM 9 1Ct / 13 DATE DATE r� GRADING PLAN FOR: FIORE AREA DRAIN PLAN 254- 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA 11528-6 AS U1 LT •, S14EET 9 OF 47 L:; 0 7 MM h, _o H- w w w w 0 0 0 r HOR: 1 " =20' SCALE: VER: 1 " =2. 27100 BURBANK F'OO'THILL RANCH, CA 92010 CONSULTING, INC. F.94G.9- 10.3000 CIVIL ENGINEERING CVC- INCNET LAND PLANNING & SURVEYING CHANGE NO. 1 DESCRIPTION No. 33520 : Exp. 6/30/2014 APPROVED 41 CONST SDRSD TYPE B ROLLED CURB AND GUTTER PER STD DRAWING G -4 47 CONST PERVIOUS PAVER PER SECTION SEE SHEET 3 42 CONST. SDRSD 6" SEPARATE CURB ONLY PER STD DRAWING G -1. 48 CONST. PCC RIBBON GUTTER PER DETAIL, SHEET 3. PROPOSED PCC PER SHEETS 6, 10 -11. DELTA 43 CONST. SDRSD 4" THICK SIDEWALK PER STD DRAWING G -7. 49 CONST. SDRSD TYPE G CURB AND GUTTER PER STD DRAWING G -2. PROPOSED DECOMPOSED GRANITE 90'00'05" 44 CONST. 6" THICK PCC DRIVEWAY IN THE LOCATIONS SHOWN, SEE LANDSCAPE PLAN " " SEE SHEET 3. CHECKED BY: + I 45 8- FOR SCORING PATTERN AND FINISH. CONST. AC PAVEMENT IN ACCORDANCE NOT USED. 50 INSTALL 6 X16 PCC FLUSH CURB WITH THE GEOTECHNICAL REPORT (4" AC /6" CL II MIN). 51 CONST. CONCRETE DRIVEWAY PER STD DRAWING G -14A. 52 CURB TRANSITION PER DETAIL HEREON. DELTA DATE BENCHMARK 14.14 SCALE 90'00'05" 9.00 DESIGNED BY: DRAWN BY: 9.00 CHECKED BY: ENGINEERING DEPARTMENT APPROVALS DK DK VWS 90'00'00" PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' CIS TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174391' DATUM: NAVD'88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN 14.14 9.00 PLANS PREPARED UNDER SUPERVISION OF DATE: -1� R.C.E. NO.: 33520 VINCENT W. S ARPATI EXP.: 06/3012014 REVIEWED BY- ,, ^ � • / ✓ ` MASIH MAHER Gk / Ol , 3 DATE APP V GLENN PRUIM DATE 14.14 9.00 90'00'00" 9.00 C6 0 O CURB TYPE PER PLAN VIEW MAINTAIN GUTTER GRADE WHERE APPLICABLE �- FLOWLINE ROLLED CURB AND GUTTER PER STD. G -4 CURB TRANSITION DETAIL NTS CURVE TABLE CURVE LENGTH RADIUS DELTA TAN Cl 14.14 9.00 90'00'05" 9.00 C2 14.14 9.00 90'00'05" 9.00 C3 14.14 9.00 90'00'00" 9.00 C4 14.14 9.00 90'00'00" 9.00 C5 14.14 9.00 90'00'00" 9.00 C6 14.14 9.00 90'00'00" 9.00 C7 14.14 9.00 90'00'05" 9.00 C8 14.14 9.00 90'00'00" 9.00 C9 14.14 9.00 90'00'05" 9.00 C10 14.14 9.00 90'00'05" 9.00 C11 30.35 28.00 65'31'38" 16.09 C12 3.32 3.00 59'58'36" 1.73 C13 2.89 3.00 55'12'37" 1.57 C14 2.28 3.00 43'29'40" 1.20 Cl 51 53.171 36.00184-37'10" 32.77 Cl 61 1.891 3.00136'06'46" 0.98 Cl 71 2.711 3.07 50'34'32" 1.45 SCALE: 1 " =20' D 10 20 40 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 3RADING PLAN FOR: FIORE PRIVATE STREET IMPROVEMENT PLAN 11528 -G 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA SHEET 11 OF 47 j. r. £ `5[m D N 5. 3 ,,. . £ gE gEl 4 3 66 f J"", 4111111111111-111-1-11-11" E E r 5 LINE HOR: 1 " =20' 18.22 N00 °43'46 "W . ::. SCALE: N88'59'54 "W ¢g L4 8.79 N56 °05'01 "W v VER: 1 " -2' 15" RCP - ......_. „,,,,sr „,..,,,,, , , . .......... r ... ....'.,........ ...... ............ ff"� ' ...'...m...'. ®®_ is ..F ,.,,.. „i . > J"", 4111111111111-111-1-11-11" E E r 5 . 27156 BURBANK ��V �S W. SCE F� . FOOMILL RANCH, CA 02010 F T. 040.010.3600 r No.3 20 CONSULTING, INC. F. 049.916.3606 * Exp. 6/30/2014 CIVIL AND PL NNI G ENGINEERING 8 S RVVEYIN CVO IC.NET ��lFOF CAl\F��\! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ll TS PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,211 IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN "”' "ra u °': KAVVI'4 ter: "t "c" ar: DK UK— ENGINEERING DEPARTMENT APPROVALS VWS PLANS PREPARED UNDER SUPER USIOUOF REVIEWED BY APPR E DATE: - 6z- R.C.E. NO.: 33520 MASIH MAHER GLENN PRUIM 11111,3 9z11je1x:) VINCENT W. SCARPATI EXP.: 06130/2014 DATE DATE CONSTRUCTION NOTES: 61 INSTALL SDRSD TYPE B D -2 STD CURB OPENING CATCH BASIN WIDTH AS SHOWN. 62 CONST. LOCAL DEPRESSION PER CITY OF SAN DIEGO STD DETAIL SDG -110 63 INSTALL 24" RCP STORM DRAIN PER SDRSD STD. D -60. CURVED SECTIONS SHALL BE 4' SEGMENTS W /5' BEVELS ON BOTH ENDS 64 INSTALL 15° RCP STORM DRAIN PER SDRSD STD D -60. CURVED SECTION SHALL BE 8' SEGMENTS W/ BEVELS ON BOTH ENDS fi5 SEE SHEET 6 FOR HEADWALL SPECIFICATIONS. 66 CONST. SDRSD STD STORM DRAIN CLEAN OUT TYPE A4 PER D -9. LINE TABLE LINE L1 18.22 N00 °43'46 "W . ::. 216.42 N88'59'54 "W ¢g L4 8.79 N56 °05'01 "W v 75.39 N41'30'51 "W 15" RCP - ......_. „,,,,sr „,..,,,,, , , . .......... r ... ....'.,........ ...... ............ ff"� ' ...'...m...'. ®®_ is ..F ,.,,.. „i . > 10 +00 11 +00 12 +00 13 +00 30 +00 40 +00 . 27156 BURBANK ��V �S W. SCE F� . FOOMILL RANCH, CA 02010 F T. 040.010.3600 r No.3 20 CONSULTING, INC. F. 049.916.3606 * Exp. 6/30/2014 CIVIL AND PL NNI G ENGINEERING 8 S RVVEYIN CVO IC.NET ��lFOF CAl\F��\! CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ll TS PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,211 IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN "”' "ra u °': KAVVI'4 ter: "t "c" ar: DK UK— ENGINEERING DEPARTMENT APPROVALS VWS PLANS PREPARED UNDER SUPER USIOUOF REVIEWED BY APPR E DATE: - 6z- R.C.E. NO.: 33520 MASIH MAHER GLENN PRUIM 11111,3 9z11je1x:) VINCENT W. SCARPATI EXP.: 06130/2014 DATE DATE CONSTRUCTION NOTES: 61 INSTALL SDRSD TYPE B D -2 STD CURB OPENING CATCH BASIN WIDTH AS SHOWN. 62 CONST. LOCAL DEPRESSION PER CITY OF SAN DIEGO STD DETAIL SDG -110 63 INSTALL 24" RCP STORM DRAIN PER SDRSD STD. D -60. CURVED SECTIONS SHALL BE 4' SEGMENTS W /5' BEVELS ON BOTH ENDS 64 INSTALL 15° RCP STORM DRAIN PER SDRSD STD D -60. CURVED SECTION SHALL BE 8' SEGMENTS W/ BEVELS ON BOTH ENDS fi5 SEE SHEET 6 FOR HEADWALL SPECIFICATIONS. 66 CONST. SDRSD STD STORM DRAIN CLEAN OUT TYPE A4 PER D -9. LINE TABLE LINE LENGTH BEARING DELTA L1 18.22 N00 °43'46 "W 24" RCP L3 216.42 N88'59'54 "W 24" RCP L4 8.79 N56 °05'01 "W 24" RCP L5 75.39 N41'30'51 "W 15" RCP CURVE TABLE CURVE I LENGTH I RADIUS I DELTA TAN C11 36.021 22.50 91. 43'41" 23.19 24" RCP C31 25,851 45.00 32. 54'53" 13.29 24" RCP K N SCALE: 1 ° =20' 0 1C 20 40 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 3RADING PLAN FOR: FIORE PRIVATE STORM DRAIN PLAN 11528 -G 254- 400 -147 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA SHEET 12 OF 47 X b Y E U O X It d o E ro 0 I OD c y E o on I N .TL I Mortar cap �1 N11 ® bars L @) bars 2" < #4 Total 2 O bars bars TT TYPICAL SECTION over 5' -4" PLAN H =R' -0" H -6'-d" H =9' -A" 4012" M ELEVATION Horizontal reinf. not shown Layout Line Mortar Cap 4 Total 2 X 0 E Y A bars v 2" ' © bars T bars 3 I- Key L �T o bars M TYPICAL SECTION 5' -4" max DIMENSIONS AND REINFORCING STEEL uuu�ulu��n 3' -8" 5 -4" 8' -0" T (min) 0' -8" V -10" 1' -0" W (min) 2' -4" 3' -2" 4' -3" A@Bars #4 ®32" #4032" #4032" ®Bars T. Shell #4 032" #4 032" ©Bars --- — — #6 ®16" ®Bars #4®320. #4016" #6 016" (E)Bars #4 total 4 #4 total 5 #4 total 6 max soil pressure Iloopsi 1600psi 2200psi �EmiI�r� 4012" M ELEVATION Horizontal reinf. not shown Layout Line Mortar Cap 4 Total 2 X 0 E Y A bars v 2" ' © bars T bars 3 I- Key L �T o bars M TYPICAL SECTION 5' -4" max DIMENSIONS AND REINFORCING STEEL H (max) 3' -8" 5 -4" 8' -0" T (min) 0' -8" V -10" 1' -0" W (min) 2' -4" 3' -2" 4' -3" A@Bars #4 ®32" #4032" #4032" ®Bars T. Shell #4 032" #4 032" ©Bars --- — — #6 ®16" ®Bars #4®320. #4016" #6 016" (E)Bars #4 total 4 #4 total 5 #4 total 6 max soil pressure Iloopsi 1600psi 2200psi NOTES: 1. See C -7 and C -8 for additional notes and details. 2. Pill all block cells with grout. Revision B Approved Date SAN DIEGO REGIONAL STANDARD DRAWING RECOMMENDED BY THE SAN DIEGO REGIONAL STANDARDS COMMITTEE ' 71WI- & ORIGINAL Kercheval 12/75 Add Metric T. Stanton 03/03 MASONRY RETAINING WALL TYPE 3 {LEVEL BACKFILLI '..Delete Metric S.S. T. Shell 03/11 Ch Irperson R.C.E. 19246 Date DRAWNG NUMBER C -3 CONSTRUCTION NOTES: 81 INSTALL KEYSTONE GRAVITY WALL PER SHEETS 39 TO 47 82 CONSTRUCT RETAINING WALL TYPE 3 PER SAN DIEGO REGIONAL STD. DETAIL NO. C -3 SCALE: 1 " =20' 0 10 20 40 CHANGE NO. DESCRIPTION * \Exp. 6/30/2014/* APPROVED I DATE ■uGC• PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN '5 , 2 UCOl DKV or. VRHVVIV Or. UrlrVW U 1:5 T. ENGINEERING DEPARTMENT APPROVALS DK DK VWS PLANS PREPARED UNDER SUPERVISION DF REVIEWED Y: APP �. DATE: &! ®13 11A., R.C.E. NO.: 33520 MASIHMAHER GLENN PRUIM VINCENT W. SCARPATI 9 / Q / 13 F/i/3 EXP.: 06130/2014 DATE DATE w4 \' I I I lyn1L PPfR SHEEL44 . OF WAI I PI ANS 't& 0i W UJI d14 W LU 7g ,k s;! fi i ROAD CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: FIORE RETAINING WALL PLAN 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA DRAWING NO. 11528 -G J2 SHEET 13 OF 47 a�o CONSTRUCTION ES: @- INSTALL KEYSTONE GRAVITY WALL PER SHEETS 39 TO 47 @-CONSTRUCT RETAINING WALL TYPE 3 PER SAN DIEGO REGIONAL STD. DETAIL NO. C-3 I M- --- I t I I ii I I I I 1i 11, , 1, -, I 11� "" ... . ,` ,"', I / I I I , -- I t, ti, f-i �1 I -'exf," ... .. I I" I, i: I f 11 ,, �; f ; , ; I ,It I ,� I ........ ----,, - , � I ; i , "I'l- 11111111-i / // "", / / y I I I , I 111- -- , -11, 111-- ""I'll'-, "I'll ..... � ..... � "' tf,j , <I , V - - -- --- i I � I - - - - - -11111 -------- - I ---�- - , - --,---- - � -.1111111 ...... -, - ... � . ... .. , 11 - -1, - , - - "Ill ----fl ............... . . 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I � -) t-� P1 I ..... -- , , I I I I . I I I '0'111�,�-.-� i I u'm 1, I ;1r- � t -, . - , " " ,` , f, , - ... , . �--, i - . I ... - I , � I i. . : . I I I "I � - p \I i �,ttiiI. , I I I " I , ,,, , 11 I I. ii�i i � ,,I I:, : 90i I I I - I I I . , �s d I �q 7 qJq FI i � ; . i8 1: 1111. .1-1-1111.1 ............ 11F, L ,, - I - i" �� I I I :� � I I I A 155,16 FS7771= - " , ��Difr--rjr-' - -T-,---,l -,- .77- '� ........ L 1, "", 1 , y a -1 : I � - - 4" , I .1 t, , I 16� --� 7 > D�- . 'I, � I ME � . 11 "I � "T � M I - I I , . �, . !WN� 11 t .., - 11 ft 11 ''I - I ''I 1- � - ,� :- :, : I.- I M- - 1, ��,--, 114 �'Mi I I `t,l I ,. r n r;r � r I I I I � I I I I I � r r r rr,l,.64 `ii`� It �> , _�, f,,,,,, SCALE: 1 "=20' .. I I I I 11 r I ... --l- I I 1* &P-0, ". r. 11r.r, - I I I I - I IM-LI111-L ...................... t:,:: .. ..... _ . �� - - 1%.r.-- A. -11"'...- � ��!-:: T'--" 1111. - I -, �� 153 " I FL itJ54,,,f, Tc I I �- f I .. - - 2 ,�'j F "I'll, -1111".... i § , fi� ...... ....... -..r.-"-- - , \ . - I.; wlil. /� I, ""� I i , � I I 1 _4 1 1 '5 , 5. ft I , 0 10 20 40 t�� I'll t, I, � CONSTRUCTION NOTES: 81 INSTALL KEYSTONE GRAVITY WALL PER SHEETS 39 TO 47 82 CONSTRUCT RETAINING WALL TYPE 3 PER SAN DIEGO REGIONAL STD. DETAIL NO. C -3 SCALE: 1"=20' 0 10 20 40 CHANGE NO. IH�Yy:4131[�7►1 • \Exp. 6/30/2014 168.8:3 z- ■ W W 2 C/) . Lu Lu C/) E] C I, r_ r:. APPROVED DATE BENCHMARK ' PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER SUPEPV Slnnl nF ® DATE: (6 Zl — \4�1 �— R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2014 ENGINEERING DEPARTMENT APPROVALS REVIEWED BY- Rtf /V `- /v MASIH MAHER GLENN PRUIM Ot / 13 y`/ , DATE DATE //' CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 3RADING PLAN FOR: FIORE RETAINING WALL PLAN 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA h � a 3 M O ice` r' as v °o 3�¢ 1a S$ 1� �Z oz DRAWING NO. am 11528 -G SHEET 15 OF 471m o „r�• 1 •I ; a4h t• of 1z.;. 4 1 I, ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. C. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS /HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1007 COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 1007 COVERAGE, 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE C. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON —PHYTO —TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 507 OF THE STRAW INTO THE SOIL 3. FER11UZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16 -20 -0, WITH 157 SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. CONSULTING, INC. CIVIL ENGINEERING LAND PLANNING & SURVEYING .1:r_vrel:8ara 27186 BURBANK FOOTHILL RANCH, CA 92610 T. 949.916.3600 F. 949.916.3606 CVC-INC.NET Iy�Y.7:11i1NPl * Exp. 6/30/2014 rt 4 CIVIL �� f OF CAUF�� APPROVED DATE BENCHMARK EROSION CONTROL PLANS CITY OF ENCINITAS 1 26 3” MIN. CRUSHED ROCK—\ r-6" MIN. DEPTH TYPICAL SECTION GRIZZLY TRACKOUT CONTROL L6" MIN. HED ROCK DEVICE OR APPROVED EQUAL PLAN �STABIIIZED GRAVEL CONSTRUCTION ENTRANCE ivY N.T.S. " PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN EROSION CONTROL CONSTRUCTION NOTES: 101 CONSTRUCT GRAVEL BAG VELOCITY REDUCER BARRIER PER BMP SE -6. GRAVEL BAGS, (2) TWO BAGS HIGH PER BMP SE -6. 0— CONSTRUCT SILT FENCE PER BMP SE -1 AND DETAIL SHEET 16. 04 CONSTRUCT STABILIZED GRAVEL CONSTRUCTION ENTRANCE /EXIT PER BMP TC -1, TC -2, AND TC -3 AND DETAIL SHT 16. 105 CONSTRUCT GRAVEL BAG CHECK DAM AT CATCH BASINS PER BMP SE -4 AND DETAIL SHEET 17. 106 INSTALL FILTER FABRIC IN GRATE FRAME THROUGHOUT DURATION OF PROJECT 10 INSTALL FILTER FABRIC IN 12" LOT AREA DRAINS AND SURROUND INLETS WITH GRAVEL BAG CHECK DAM, EACH LOT. PLANS PREPARED UNDER SUPERVISIDN DF DATE: 2S-201 -1 3 R.C.E. NO.: 33520 VINCENT W. SCARPATI EXP.: 06/30/2014 SCALE, 1' =40' 0 20 40 80 ENGINEERING DEPARTMENT APPROV REVIEWED BY- A �•IV PPR t� MASIH MAHER GLENNpPRUIM 1/611113 ( ©P %`.3 DATE DATE DESCRIPTION GRAVEL BAGS SILT FENCE TRACT BOUNDARY lzfdI!1.111 A .-1 E rA P4 04 1n > CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: FIORE EROSION CONTROL PLAN 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA WING NO. M 11528 -G 1 ° me SHEET 16 OF 47 s o 18" MIN. GRAVEL BAGS (TYP.) 4" P.V.C. PIPE FLOW 1-1 IL -II- X11=— - - 48" MIN. TYPICAL SECTION SANDBAGS (TYP.) 4" P.V.C. PIPE FIBER ROLL-/ s PLAN \- CURB FACE CATCH BASIN INLET J/ FILTER FABRIC n STORM DRAIN INLET PROTECTION IVJ N.T.S. o SANDBAGS (TYP.) - w m °a DIRECTION OF of 4� STREET FLOW ONE BAG HIGH (TYP.) OVERLAP CURB-" CURB-' (TYPICAL) TE: 1. REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF MORE THAN 4% SHALL BE AS SHOWN ON THE EROSION CONTROL PLAN. PLAN /- 2 BAGS MIN. GRAVEL BAGS (TYP.) I -1 11 _ -- __- III III TYPICAL SECTION TYPICAL ELEVATION 1. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF THE SANDBAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. REFER: CALIF. STORMWATER BMP HANDBOOK CONSTRUCTION SE -4 27136 BURBANK FOOTHILL RANCH, CA 02610 T. 040.916.3600 CONSULTING, INC. F. a"ma.3606 CIVIL ENGINEERING CVC-INC NET LAND PLANNING & SURVEYING CHANGE NO. DESCRIPTION N.T.S. * Exp. 6/30/2014 sl CIVIL �OF CAIJFO� APPROVED I DATE I EROSION CONTROL CONSTRUCTION NOTES: 101 CONSTRUCT GRAVEL BAG VELOCITY REDUCER BARRIER PER BMP SE -6. GRAVEL BAGS, (2) TWO BAGS HIGH PER BMP SE -6. 10 CONSTRUCT SILT FENCE PER BMP SE -1 AND DETAIL SHEET 16. 04 CONSTRUCT STABILIZED GRAVEL CONSTRUCTION ENTRANCE /EXIT PER BMP TC -1, TC -2, AND TC -3 AND DETAIL SHT 16. 05 CONSTRUCT GRAVEL BAG CHECK DAM AT CATCH BASINS PER BMP SE -4 AND DETAIL SHEET 17. 106 INSTALL FILTER FABRIC IN GRATE FRAME THROUGHOUT DURATION ° OF PROJECT 0— INSTALL FILTER FABRIC IN 12" LOT AREA DRAINS AND SURROUND INLETS WITH GRAVEL BAG CHECK DAM, EACH LOT. BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN m W W W SCALE: 1' =40' 0 20 40 80 PLANS PREPARED UNDER SUPERVIS OIN OF -- • � /' DATE:' � —) 3 is w \_ ' - - VINCENT W. SCARPATI R.C.E. NO.: 33520 EXP.: 06130/2014 ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: APP ,/L/I • I^ .- �� Z MASIH MAHER GLENN PRUIM g / g / 13 %`P /3 DATE DATE LEGE DESCRIPTION GRAVEL BAGS SILT FENCE TRACT BOUNDARY F.H` /5i:U7il CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 3RADING PLAN FOR: FIORE EROSION CONTROL PLAN 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA DRAWING NO. 11528 -G SHEET 17 OF 47 1'5 o PAVING SCHEDULE: SITE AMENITIES SCHEDULE: KEY DESCRIPTION COLOR FINISH MFGJSUPPLIER PATTERN THK. REINFORCING CEMENT BASE JOINTING DETAIL COMMENTS KEY DESCRIPTION MATERIAL MFG. MODEL # SUPPLIER COLOR FINISH DETAIL COMMENTS P -1 Concrete Paving 9 ntegral Color (Typ.) Mesquite #677 Medium Topcast Davis Color Per Plan Per Soils Per Soils Report IIN Per Soils Report 1l8' Sawcut 6,8 /LC -5.02 See footnote #1 below. SA -1 Brick Mailbox 8 /LC 5.04 1. Verify with prior to ordering and installation. Surface mount pedestal to paving per Manufacturer's specifications. spec P -2 Concrete Paving Integral Color (TYp•) San Diego Buff #5237 Match P -1 Match P -1 Match P -1 Per Per Soils IIN Per Soils 1l8" Sawcut 6,8 /LC -5.02 See footnote #1 below. Brick Veneer Brick over Old Carolina Thompson Building Savannah Soils Report p Report p CMU Brick Company Materials Gray FP-3 Concrete Driveway Match P -1 Match P -1 Match P -1 Match P -1 Per Soils Per Soils Report IIN Report Per Soils 1/8" Sawcut 6,8 /LC -5.02 See footnote #1 below. Cluster Box Unit Aluminum Custom Homes CBU Type III, store. mailboxes. info/ Dark Bronze Powdercoat Accessories Inc. 1570 16 Door P -4 Concrete Driveway Match P -2 Match P -1 Match P -1 Match P -1 Per Soils Per Soils Report IIN Per Soils Report 1/8" Sawcut 6,8 /LC -5.02 See footnote #1 below. SA -2 Brick Mailbox 8 /LC -5.04 1. Verify with USPS prior to ordering and installation. Surface mount pedestal to paving per Manufacturer's specifications. P -5 D.G.Path Southwest Brown Leather Brown Southwest Boulder Per Per Soils 3 /LC -5.04 Install per Manufacturer's Brick Veneer Brick over Old Carolina Thompson Building Savannah Fines Size: 3/8" minus Soils Report specifications. CMU Brick Company _ Materials Gray P -6 Concrete Mow Curb Natural Match P -1 Per Plan Per Soils Per Soils Report IIN Per Soils Report 1/8" Sawcut 2 /LC -5.04 See footnote #1 below. Cluster Box Unit Aluminum Custom Homes CBU Type IV, store. mailboxes. info/ Dark Bronze Powdercoat Accessories Inc. 1570 13 Door P -7 Header Dark Brown Bender Board 3 /LC -5.04 Install per Manufacturer's SA 3 Bench Woo d Landscape Gretchen Landscape Forms LF -80 Wood LF -80 Wood 4 /LC -5.04 See Footnote 1 below. Surface mount, with metal base and side arms to be powdercoated specifications. Forms 72" Backed Finish Finish matte black. P-8 Concrete Stoop Natural Match P -1 Per Plan Per Per Soils IIN Per Soils 1/8 Sawcut 6,8 /LC -5.02 See footnote #1 below. SA -4 USPS Std. LetterBox Metal www.Jayco The Std. www.Jayco Mineral Powdercoated With 36" Post, surface mounted - provide 18" sq. natural color concrete pad with base plate cover. Install Soils Report Report nwww.es.com Level 3 Lock industries.com Bronze (2) letterboxes north of Urania entry and (1) letterbox to the south. See Footnote 1. P -9 Concrete Steps To match adj. paving for that Lot - Per Plan Per Soils Per Soils Report p IIN Per Soils Report p 8 /LC -5.01 See footnote #1 below. Footnotes: 1. Install per Manufacturer's specifications and per local codes & regulations.. P -10 Vehicular Pervious Pavers Catina Blend- Through Mix /bt1A%3JC O2!°- € -11 -' 8cm Per Soils Per 5 /LC 5.04 Per Civl's plan Sheet 3. Install Report Manufacturer per Manufacturer specs. Footnotes. 1. Refer to Soils Engineering Report for final concrete thickness, reinforcements and base requirements and recommendations. GENERAL CONSTRUCTION NOTES: 1. Conform Work to requirements of latest adopted edition of Uniform Building Code and applicable local and state codes, plans, specifications, ordinances and regulations. 2. Prior to beginning work, become familiar with existing site conditions, including underground utilities, and above grade features such as grading, walls, fences, structures, etc. Contractor will be held responsible for his own damage. FENCESCHEDULE: 3. Upon being awarded Contract, make necessary arrangements to insure that materials, supplies, and manpower will be available when needed to construct this project in an orderly and timely fashion. 4. Do not begin work until Contractor's "Construction Set" drawings are current and have required pubic agency approvals. 5. Verify property lines and limits of work prior to commencing work. KEY DESCRIPTION HEIGHT MATERIAL FINISH COLOR DETAIL COMMENTS 6. Refer to project specifications for additional information. F -1 Wood Sound Fence 6' Max. Wood Semi translucent Charwood L. 4 /C -503 . Williams, Apply (2) coats stain Stain by Sherwin Williams Woodscapes -Semi translucent 7. Obtain necessary permits and pay for related inspection fees required to install Work. Stained SW 3542 8. Written dimensions take precedence over scaling of Drawings. 9. Where conflicts occur between Drawings and actual field conditions, notify Owner's Authorized Representative immediately for clarification. Failure to provide notification may hold Contractor liable for costs incurred to rectify problem, if required. F-2 Sideyard Wood Fence 5-13" Match F -1 Match F -1 Match F -1 8 /LC -5.03 Apply (2) coats stain. 10. Prior to installing paving, refer to the projects geotechnical report. Report discrepencies between the geotechnical report's recommendations and information noted in the Paving Schedule. 11. Do not willfully proceed with construction operations when it is obvious that unknown obstructions and grade differences exist that may not have been known during the design process. Bring these conditions immediately to attention of Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred and required modifications due to lack of providing such notification. 12. Be responsible for coordinating work with Owner, Owner's Authorized Representative, General Contractor and his sub - contractor's, public agencies, and project design consultants. 13. Ensure that rough grade has been accepted by Owner prior to beginning work. GATESCHEDULE: 14. Ensure that fine grades have been established correctly and approved by Owner's Authorized Representative prior to beginning hardscape work. 15. Provide the following grade drops from paving finish surface: Turf areas -1 1/2 ", groundcover and shrub areas - 2 ". 16. Ensure that Contractor - installed underground elements such as drainlines, irrigation mainlines and laterals, electrical conduit, sleeves, etc. are in place, operational, and approved by public agency inspection prior to installation of hardscape work. KEY DESCRIPTION HEIGHT FINISH COLOR HARDWARE MFG.ISUPPLIER DETAIL COMMENTS 17. Paving mock -ups may be required on this project - refer to Paving Schedule and specifications for additional information. G -1 Sideyard Wood Gate Match F -2 Match F -1 Match F -1 Exterior - 1 /LC -5.04 See footnotes below. 18. Ensure that curved edges such as walkways, headerboard, and mowstrips have smooth and continuous curves. Grade 19. Notify Owner's Authorized Representative with proper amount of lead -time as indicated in specifications prior to a Contractor - requested site meeting. Failure to provide appropriate lead time may result in Contractor being backcharged for Owner's Authorized Representative's time. 20. Refer to Civil Engineer's drawings for precise grading, step quantities, and drainage information. Footnotes: 1. Field verify gate openings prior to fabrication. 21. Dimensions are to the face of CMU or wood studs, unless indicated otherwise. 2. Install per local codes, regulations, and local fire department (including accessibility requirements, if required). 22. Provide isolation joints when paving abuts vertical edges such as walls, steps, curbs, and columns. WALL SCHEDULE: CONSTRUCTION KEY NOTES: DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK KEY DESCRIPTION HEIGHT WIDTH MATERIAL COLOR FINISH CAP CAP COLOR CAP FINISH MFG.ISUPPLIER DETAIL COMMENT O Adjacent utility, by others. O6 R.O.W. I Property Line. FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONBILE CHARGE W -1 Tall Brick Pilaster 6' Per Detail Brick over Savannah Savannah Old Carolina Brick -0" CMU Gray Gray Company 2 /LC -5.01 See footnotes below. 2 Adjacent roadway paving, per Civil. O Vehicular Sight Triangle. OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6730 ioiy y rx y W -2 Low Pilasterw /Stone Cap - 3'-6" Per Detail Stucco over Match Match Top Rock La Quinta Top Rock, Eldorado Stone 3 /LC See footnotes below. OF THE BUSINESS AND PROFESSIONS CODE AND THAT THE DESIGN ooi, Santa Barbara CMU Architecture Architecture Stone Cap -5.01 O3 Adjacent light pole or fixture, by others. O Proposed concrete paving, per Civil's drawings. O Adjacent ramp with detectable warning strips &path O Permeable Concrete Pavers, Locatons, Detail and IS CONSISTENT WITH CURRENT STANDARDS. W -3 Low Stucco Pilaster w/ Tile Cap - Spanish 3' -6" Per Detail Stucco over CMU Match Architecture Match Architecture Piazza Floor Tile Franciscan Antico - Cladding Mcbean 6 /LC -5.01 See footnotes below. , of travel, per Civilsdrawings. Specifications per Civilsdrawings. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND W 4 El Low Stucco Pilaster w/ Brick Cap - Hacienda 3' -6" Per Detail Match W -3 Match W -1 Match W -1 7 /LC -5.01 See footnotes below. 5 Proposed gravity & conventional retaining walls, per 10 Easement, per Civil's drawings. O O Civil's drawings. SPECIFICATIONS BY THE CITY OF SAN DIEGO AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH IS CONFINED TO A Landscape Architecture EpLow W_5 Stucco Wall w/ Stone Cap - Santa Barbara 3' -0" Per Detail Match W -3 Match Architecture Match Architecture Top Rock Stone Cap Match W -2 Match W -2 Match W -2 3 /1-C -5.02 See footnotes below. REVIEW ONLY AND DOES NOT RELIEVE ME AS LANDSCAPE ARCHITECT SYMBOLS LEGEND: OF WORK OF MY RESPONSIBILITIES FOR PROJECT 30012 Ivy Glenn Dr. Ste. 100 stucco wall w/ tile cap W -6 L Spanish 3 -0 „ Per Detail Match W -3 Match W -3 Match W -3 Match W -3 Match W -3 - Match W -3 7 /LC -5.02 See footnotes below. Laguna Niguel, CA 92677 � -- Center Line studio PAD 041XX(2013 FIRM DATE T: 949.682.8530 W 7 Low Stucco Wall w/ Brick Cap S -0" Per Detail Match W -3 Match W -3 Match W Match W See footnotes below. - Hacienda -1 -1 4 /LC -5.02 Indicates Section Letter www.studio- pad.com E Property Line Indicates Section Sheet Number PETER A.DUARTE CA. RLA.5067 Low Stucco Wall w/ Wood W 8 fence 6 -6" Per Detail Match W -3 Match W -3 Match W -3 7 /LC -5.03 See footnotes below. LANDSCAPE ARCHITECT LICENSE NO. AND EXPIRATION DATE Job No.: CV16 P PA Planting Area 30012 IVY GLENN DR., STE. 100 Scale: NONE W -9 Stucco Low Wall 18" Match W -8 Match W -3 Match W -3 Match W -3 Similar to See footnotes below. LAGUNA NIGUEL, CA 92677 949.682.8530 Drawn: PAD 7 /LC -5.03 _ _ _ - - _ Isolation Joint L ADDRESS PHONE W-10 Low Brick Pilaster 7 -0" Per Detail Brick over CMU Savannah Gra y Old Carolina Brick 2 /LC -5.01 See footnotes below. Checked: PAD COUNTY OF SAN DIEGO Company Contraction Joint Indicates Elevation Letter Indicates Elevation Sheet Number NDSc �A AP�c Footnotes: 1. Install per manufacturer's recommendation and review the necessary precast pieces (straights, corners & ends), if applicable. - - - Limit of work Line Department of Environmental Health °ope` e t;c 2. Provide wall joints per block manufacturer's specs. - Matchline Land and Water Quality Division �� 0 CO e mo A 3. Refer to Civil Engineer's plans and to Structural Engineer's plans. Indicates Enlargement Number o Align Enlargement Name /Description UJ a e enoaa RAILING SCHEDULE: ��C S/7G�f pZ6 Renewal pate Point of Beginning/Origin Point of La out y GLENN LEEKS DATE \P 08/19/te r Date 9TF KEY DESCRIPTION HEIGHT MATERIAL FINISH COLOR DETAIL COMMENTS - Indicates Enlargement Sheet Number Environmental Health specialist OF CAS \ ' R -1 Handrail Metal Painted T__ 8 11-C -5.01 Install per local codes. CONSTRUCTION SCHEDULES LC401 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. V t L'!S PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE REVIEWED BY: /V1. MASIH MAHER GLENN PRUIM GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 11528 -G END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 q q 13 DATE DATE 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDBICDPIDR /MINIEIA SHEET 18 OF 47 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM S:\z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)ILC- 001 -CV 16 -P.dwg t. O t- Z U O ILL Z M_ O N O W m V O O N r_ O .E Cn _a U t F 0 LOT 6 HACIENDA PLAN 3 FFE=174k7 G--E=173.57 PAD=174.00 5 0 Is F- 4 LOT 19 ..... .... . .. ... SAN[A BARBARA z 0 J, z PLAN 4R . . . . . . . . . I NMI FPE='78.67 20 SPANISH GFE=177.27 PAD-178.00 LOT 3 j A SPANISH PLAN 1 Z .4 cr- PLAN 2 x W LO 42 FFEs=180.87 FFEtzI82.17 . G-1 . ............. . . .. ...... .. .. ... .... GFE=179,47 PAD=180,20 3 .......... �tw ;W ..... W3 ;9_11!� 2 1- ch it - Sif P -10 P4 .......... B L O S S O M R O A D cm LOT 19 ..... .... . .. ... P-6 z 0 J, z . . . . . . . . . . I NMI 20 SPANISH j A PLAN 1 Z .4 cr- _J77. x W LO 42 FFEtzI82.17 . .. ..... ..... . ............. . . .. ...... .. .. ... .... ..... ... ... . . ... T: 949.682.8530 1 I SPANISH P N2 GIFE=181 67 . . ...... Job No. CV1 6-P C%4 ...... ........... U? Drawn: KHC LOT 16 PAD,1811150 ..... PLAN 6 SANTA BARBARA. Checked: PAD U) PLAN 4R 23 4) FFE=17 FE= FL1704 3 GFFmI68.8 E .3,07 GFE=172.17 PAD=172A0 0 PAI 76, LU �om 68.07 A cc PAD.169,7 P-1 C.) .. .................. 08/19/2013 GFE=183,27 Date 6. U) OF CAON GFE=167.17 0 G-1 r LCml J CONSTRUCTION PLAN PAD=182�80 PAD:167.40 4[ ...... ......... ................................ L CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 5 -FE -171 ING PLAN FOR: 28 BLOSSOM ROAD (FIORE) to LENNAR HOMES 1152$ -G G-1 254-400-14,19 0 LOT I II SANTA BARBARA 7 IVA PLAN 5 SA4 et, 5 FFE 182,86 2 GFE=182.46 7 E PAD =18G li I I I 14E I T P . ... ............... ................................... . .... PA AJ j PA W-9 .......... �tw ;W ..... W3 ;9_11!� 2 1- ch it - Sif P -10 P4 .......... B L O S S O M R O A D cm LOT 19 ..... .... . .. ... SP J, rollOm"I z 0 z . . . . . . . . . . I NMI 20 SPANISH j A PLAN 1 Z .4 cr- Lii 1 20 x W LO 42 FFEtzI82.17 HACIENDA CUO) U_ ~O Laguna Niguel, CA 92677 . . .... .. .. .. .. ... T: 949.682.8530 1 HACIENDA P N2 GIFE=181 67 Job No. CV1 6-P C%4 ...... ........... U? Drawn: KHC LOT 16 PAD,1811150 ..... SANTA BARBARA. Checked: PAD U) PLAN 4R 23 4) FFE=17 FE= FL1704 3 GFFmI68.8 E .3,07 GFE=172.17 PAD=172A0 0 PAI 76, LU �om 68.07 A cc PAD.169,7 P-1 C.) .. .................. 08/19/2013 LOT 17 AI SANTA BARBA R PLAN 2 FFE=175.96 GFE='75 61 PAD=I 75,30 61 LOT 18 SPANISH PLAN 3R FFlix178.67 GFE=177,77 PAD:17&00 LOT 21 SPANISH PLAN 3 'FE=172.87 GFE= 171.37 PAD;172,2C 21 18 11-1-1 ow LOT 19 ..... .... . .. ... SP J, rollOm"I z 0 z I NMI 20 SPANISH A PLAN 1 Z .4 cr- Lii 1 20 x W LO 42 FFEtzI82.17 HACIENDA 30012 Ivy Glenn Dr. Ste. 100 U_ ~O Laguna Niguel, CA 92677 z T: 949.682.8530 1 HACIENDA P N2 GIFE=181 67 Job No. CV1 6-P C%4 ...... Scale: V=20' 0 Drawn: KHC PAN PAD,1811150 ..... Checked: PAD U) 23 4) SAN T A BARBARA PLAN I FE= FL1704 3 GFFmI68.8 E P-8 0 PAI 76, LU �om 68.07 A Signature PAD.169,7 P-1 C.) 08/19/2013 Date 6. U) OF CAON GFE=167.17 0 G-1 r LCml J CONSTRUCTION PLAN mOl PAD:167.40 4[ 4W ................................ . CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 5 -FE -171 ING PLAN FOR: 28 BLOSSOM ROAD (FIORE) to LENNAR HOMES 1152$ -G G-1 254-400-14,19 0 7 et, 5 LOT 18 SPANISH PLAN 3R FFlix178.67 GFE=177,77 PAD:17&00 LOT 21 SPANISH PLAN 3 'FE=172.87 GFE= 171.37 PAD;172,2C 21 18 11-1-1 ow CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A9 BUIL75 2-tAliv PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20'01S TO THE CENTER OF CUL-DE-SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD-SPAD Aug. 19, 2013 11:25 AM S:`Iz_Projects\CV1 6201 3—Encin itas\sPAD\'P' (Prod uction)TC-1 01 -CV1 6-P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: . AA MASIH MAHER GLENN PRUIM 111t13— Z� �/ DATE DATE f KEYMAP 11 Not to Scale NOTES: 1. Refer to Sheet LC-0.01 for Construction Schedules and Notes. 2. Refer to Civil Engr, plans for all grading information. 3. Install "No Parking Fire Lane" signs along both sides of Blossom Rd. and in cul-de-sac. Contact the local Fire Dept. for sign standards and spacing requirements. LOT 19 ..... .... . .. ... SP J, rollOm"I z 0 z I NMI 20 SPANISH A PLAN 1 Z .4 cr- Lii 1 20 Landscape Architecture W FFEtzI82.17 HACIENDA 30012 Ivy Glenn Dr. Ste. 100 U_ ~O Laguna Niguel, CA 92677 z T: 949.682.8530 1 www.studio-pad.com P N2 GIFE=181 67 Job No. CV1 6-P C%4 ...... Scale: V=20' Drawn: KHC Go PAD,1811150 ..... Checked: PAD U) 4) GF 75, E co 0 PAI 76, LU �om Signature 0 P-1 C.) 08/19/2013 Date 6. U) OF CAON r. 0 G-1 LCml J CONSTRUCTION PLAN mOl 4[ 4W ................................ CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A9 BUIL75 2-tAliv PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20'01S TO THE CENTER OF CUL-DE-SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD-SPAD Aug. 19, 2013 11:25 AM S:`Iz_Projects\CV1 6201 3—Encin itas\sPAD\'P' (Prod uction)TC-1 01 -CV1 6-P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: . AA MASIH MAHER GLENN PRUIM 111t13— Z� �/ DATE DATE f KEYMAP 11 Not to Scale NOTES: 1. Refer to Sheet LC-0.01 for Construction Schedules and Notes. 2. Refer to Civil Engr, plans for all grading information. 3. Install "No Parking Fire Lane" signs along both sides of Blossom Rd. and in cul-de-sac. Contact the local Fire Dept. for sign standards and spacing requirements. SP J, rollOm"I z 0 z I NMI 20 Z 0 Lii 1 20 Landscape Architecture W 0 HACIENDA 30012 Ivy Glenn Dr. Ste. 100 U_ ~O Laguna Niguel, CA 92677 z T: 949.682.8530 1 www.studio-pad.com P N2 Job No. CV1 6-P C%4 Scale: V=20' Drawn: KHC Go FF 76,87 Checked: PAD U) 4) GF 75, E co 0 PAI 76, LU �om Signature 0 P-1 C.) 08/19/2013 Date 6. U) OF CAON r. 0 G-1 LCml J.0' CONSTRUCTION PLAN mOl 4[ 4W ................................ . CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. 5 ING PLAN FOR: 28 BLOSSOM ROAD (FIORE) to LENNAR HOMES 1152$ -G CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK A9 BUIL75 2-tAliv PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20'01S TO THE CENTER OF CUL-DE-SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD-SPAD Aug. 19, 2013 11:25 AM S:`Iz_Projects\CV1 6201 3—Encin itas\sPAD\'P' (Prod uction)TC-1 01 -CV1 6-P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: . AA MASIH MAHER GLENN PRUIM 111t13— Z� �/ DATE DATE f KEYMAP 11 Not to Scale NOTES: 1. Refer to Sheet LC-0.01 for Construction Schedules and Notes. 2. Refer to Civil Engr, plans for all grading information. 3. Install "No Parking Fire Lane" signs along both sides of Blossom Rd. and in cul-de-sac. Contact the local Fire Dept. for sign standards and spacing requirements. PLANNING CASE NO- 11-189 TMDB/CDP/DR1MIN/EIA SHEET 19 OF 47 SP J, rollOm"I z 0 z I NMI Z 0 Landscape Architecture W 0 30012 Ivy Glenn Dr. Ste. 100 U_ ~O Laguna Niguel, CA 92677 z T: 949.682.8530 1 www.studio-pad.com C** Job No. CV1 6-P C%4 Scale: V=20' Drawn: KHC Go Checked: PAD U) 4) E co 0 LU �om Signature 0 Exp. 8110114 Renewal Date C.) 08/19/2013 Date 6. U) OF CAON r. 0 LCml J.0' CONSTRUCTION PLAN mOl 4W CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT DRAWING NO. ING PLAN FOR: 28 BLOSSOM ROAD (FIORE) to LENNAR HOMES 1152$ -G 254-400-14,19 0 PLANNING CASE NO- 11-189 TMDB/CDP/DR1MIN/EIA SHEET 19 OF 47 14aAL114: 161 DESCRIPTION M O r U J a m t a) d C t c� F 7 APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' 0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted Dy: PAU -SPAU Aug. 19, 2U13 1 125 AM 5:i z_ Projects1CV16 _21JI13_EnclnitaslsPAD1'P' (Prod uction)1LC- 101- CV16 -P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: '1A . ^A MASIH MAHER g /g /13 DATE GLENN PRUIM DATE KEYMAP Not to Scale NOTES: 1. Refer to Sheet LC -0.01 for Construction Schedules and Notes. 2. Refer to Civil Engr, plans for all grading information. 3. Install "No Parking Fire Lane" signs along both sides of Blossom Rd. and in cul -de -sac. Contact the local Fire Dept. for sign standards and spacing requirements. CONSTRUCTION PLAN 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: 111 =20' Drawn: KHC Checked: PAD O NNDSCAP ID a00, e, (i 0 q,PC P �o co W j m o m Signature ExP. 8110/14 Renewal Date 08/19/2013 Date CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA C LC -1.02 DRAWING NO 11528 -G EET 20 OF 47 0 z O U H N Z O U GC O LL O z M 0 N ci 0 U) C (D E 0 V 0 O v L U) r. O coV E A V i i C^ 1 j t CHANGE NO. I DESCRIPTION APPROVED I DATE BENCHMARK AS RUILIS I ly-,tA.If. PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20' OIS TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM S:1z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LC-1 0 1 -CV 1 6-P. dwg - RW _ CHANGE NO. I DESCRIPTION APPROVED I DATE BENCHMARK AS RUILIS I ly-,tA.If. PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20' OIS TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM S:1z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LC-1 0 1 -CV 1 6-P. dwg ENGINEERING DEPARTMENT APPROV REVIEWED BY: AA MASIH MAHER GLENN PRUIM 9/9/ 13 0 1e DATE DATE KEYMAP Not to Scale NOTES: 1. Refer to Sheet LC -0.01 for Construction Schedules and Notes. 2. Refer to Civil Engr, plans for all grading information. 3. Install "No Parking Fire Lane" signs along both sides of Blossom Rd. and in cul -de -sac. Contact the local Fire Dept. for sign standards and spacing requirements. 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: 1" =20' Drawn: KHc Checked: PAD \,PNDSCAp ��yF.�Oaat te, CioF 9,QC CO LU x Signature Exp. 8110114 Renewal Date 08119/2013 Data A , Date a� CONSTRUCTION PLAN _S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDBICDPIDRIMINIEIA LC -1.03 DRAWING NO 11528 -G HEET 21 OF 47 Z _O U H Z O U O LL O Z M 0 N N (D V 0 O w 7 L U) C O U E ca +T+ U t 4 t; 1 P -10 P -5 P -6 10 6 W-4 P -1 P 9 W -7 P -3 G-1 ' d aYi iv?ti .. t ,n -- NORMANDY STREET - — . n i ENGINEERING DEPARTMENT APPROV REVIEWED BY: AA MASIH MAHER GLENN PRUIM 9/9/ 13 0 1e DATE DATE KEYMAP Not to Scale NOTES: 1. Refer to Sheet LC -0.01 for Construction Schedules and Notes. 2. Refer to Civil Engr, plans for all grading information. 3. Install "No Parking Fire Lane" signs along both sides of Blossom Rd. and in cul -de -sac. Contact the local Fire Dept. for sign standards and spacing requirements. 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: 1" =20' Drawn: KHc Checked: PAD \,PNDSCAp ��yF.�Oaat te, CioF 9,QC CO LU x Signature Exp. 8110114 Renewal Date 08119/2013 Data A , Date a� CONSTRUCTION PLAN _S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDBICDPIDRIMINIEIA LC -1.03 DRAWING NO 11528 -G HEET 21 OF 47 Z _O U H Z O U O LL O Z M 0 N N (D V 0 O w 7 L U) C O U E ca +T+ U t LEGEND 1. Low wall, see plan 2. Brick cap. 3. Stucco finish extend below finish grade. 4. 8x8x16" CMU, fill cells with bars solid. 5. Horizontal and vertical #4 bars at ±16" o.c. 6. Finish grade. 7. 90% compacted subgrade. 8. Concrete footing NOTES A. Refer to Wall Schedule for type, color, and finish of materials. B. Refer to construction plan for layout and orientation. A Section Cap layout plan NTS M C Section 'A' Plan „o „°- LEGEND 1. Low wall, see plan 2. Stone Cap. 3. Block CMU, fill cells with bars solid. 4. Stucco finish. 5. Horizontal and vertical #4 bars at ±16" o.c. 6. Finish grade. 7. 90% compacted subgrade. 8. Concrete footing SECTION C C NOTES A. Refer to Wall Schedule for type, color, and finish of materials. B. Refer to construction plan for layout and orientation. ±1' -9" Sq. PI- FS- CU- BK- Hac.dwg LOW PILASTER PI- FS- ST- ST- SB -A .dwg 7 LOW STUCCO PILASTER w/ BRICK CAP - HACIENDA [W -4] 3/4=11 -0" 3 w/ STONE CAP - SANTA BARBARA [W -2] 314"111 LEGEND 1. Adjacent paving. 2. Isolation joint. 3. #3 nose bar. 4. Slope tread. 5. 1/2" radius at edge. 6. 90% compacted subgrade. 7. #4 rebar at 18" o.c.e.w. 8. 1 %" wide moulded steel rail cap, #SSD 1 % moulded on "x1" flat steel w/ 1 3/" wide metal scroll - core drill & fill w/ "por -rok." 9. 1" sq. tubular steel post, 36" max. on center spacing. w/ 1 "x 1/." nlonf nn flof ofnn4 R. Mofol roller Hein# fn m�fnk fhn n f NOTES A. Refer to Construction Schedules for colors, types, and finishes. B. Refer to Civil Engineer plans for number of risers. C. Handrailing on one side only and occurs if there are four or more risers, verify with local code. n LEGEND 1. Low wall, see plan 2. 12x12 Standard Tile cap. 3. Stucco finish extend below finish grade. 4. 8x8x16" CMU, fill cells with bars solid. 5. Horizontal and vertical #4 bars at ±16" o.c. 6. Finish grade. 7. 90% compacted subgrade. 8. Concrete footing NOTES A. Refer to Wall Schedule for type, color, and finish of materials. B. Refer to construction plan for layout and orientation. 1 n U C LEGEND 1. Brick cap 2, Brick Veneer 3. Horizontal and vertical reinforcement per Structural Engineer 4. CMU block 5. Finished grade 6. 90% Compacted subgrade. 7. Concrete footing Cap Layout H a C `v R Q c a R f-' NOTES A. Refer to construction plan for all type, color, finish & manufacturing applications. B. Refer to Structural Engineer's drawings for reinforcing, connections and footing requirements. Eleu +9f," Sn yN. 1 2 3 4 ` J /v // � /v/ Le Xy \f i /j /j �j \// / •\ • A Per Structural \ �f�i� // Ca „ 7 /\ p ( /\f\ \/ � J p layout plan Section 'A' NTS Elevation /Section 6 / PI- FS -SO -TL -SPAN .dwg PL- FS- BK- BC-01A .dwg ST- CP- 03A:dwg 8 CONCRETE STEPS [P -9] HANDRAIL [R -1] 1 "=V -0 LLOW STUCCO PILASTER w/ TILE CAP - SPANISH W -3 3/4"=1:0 Scale; [ ] 2 BRICK PILASTER [W -1] & [W -10] 314 " =1 0 ;HANGENO. DESCRIPTION APP OVED DATE BENCHMARK l3VIL S PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' 0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 'lotted by: PAD -SPAD Aug. 19, 2013 11:25 AM S:1z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LC-501 -CV 1 6-P. dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: // • /V1 W26'-:- MASIH MAHER GLENN PRUIM 9/ g l 1 3 9ft 'e I DATE DATE A w CONSTRUCTION DETAILSI CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDPIDRIMIN /EIA O O \ i V DRAWING NO. N� I.i t� 11528 -G_ Z O V Landscape Architecture fo o U- 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 O Z T: 949.682.8530 www.studio- pad.com M 0 Job No.: CV16 -P N Scale: AS SHOWN Drawn: PAD o Checked: PAD C d �p,NDSC,4 E �F.�O�et te, Cic 9,Qc 0 P yo ti O � � 0 elf Signature O Exp. 8110114 Renewal Date (i co 08119/2013 Q 9 Date lF OF CA0FJ _ CONSTRUCTION DETAILSI CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDPIDRIMIN /EIA O U LC -5.01_ .� DRAWING NO. 11528 -G_ U MEET 22 OF 47 fo LEGEND 1. 12 "X12" Terra Cotta tile paver cap. 2. Stucco finish extend below finish grade. 3. 8x8x16" CMU, fill cells with bars solid. 4. 90% compacted subgrade. 5. Concrete footing with #4 vert. & horz bars. 6. #4 bars at 16" o.c.e.w. 7. Finish grade. IM NOTES A. Refer to Wall Schedule for type, color, and finish of materials. B. Refer to construction plan for layout and orientation. Plan A Plan 1 ) ( 2 ) ( 7 Elevation 'B' 't d N i Section 'C' LEGEND 1. Stucco finish. 2. 10x6xl6" CMU, fill cells with bars solid. 3. #4 bars at 16" o.c.e.w. 4. Finish grade. 5. 90% compacted subgrade. 6. Concrete footing with #4 vert. & horz bars. NOTES A, Refer to Wall Schedule for type, color, and finish of materials. - B. Refer to construction plan for layout and orientation. 1 I I I E +1. Elevation 1 A Section Section 'A' WL- FS -SO -TL -SPAN .dwg WL- FS- ST- ST -SB -1 .dwg Sc 7 LOW STUCCO WALL wl TILE CAP - SPANISH [W -6] V=11eo 3 LOW STUCCO WALL wl STONE CAP - SANTA BARBARA [W -5] 1Scale: LEGEND NOTES LEGEND NOTES LEGEND NOTES 1. Concrete paving. A. Refer to Paving Schedule for additional paving 1. Concrete paving. A. Refer to Paving Schedule for paving types, colors, 1. Brick cap. A. Refer to Wall Schedule for type, color, and 2. 1/2" radius. information. 2. Concrete paving - first pour. and finishes. 2. Stucco finish extend below finish grade. finish of materials. 3. Refer to Paving Schedule for thickness. B. Refer to Soils Engineer's report for thickness and 3. Concrete paving - second pour. 3. 8x8x16" CMU, fill cells with bars solid. B. Refer to construction plan for layout and 4. Finish grade. reinforcement (rebar) recommendations & 4. Contraction joint 1 14th depth of slab. 4. 90% compacted subgrade. orientation. 1 2 5. 90% compacted subgrade. specifications. 5. Construction joint. & Concrete footing with #4 Vert. & horz bars. 6. 90% compacted subgrade. & #4 bars at 16" o.c.e.w. ±11" 7. Fixed element, i.e. wall, column, vault, or step. 7. Finish grade. A 8. Sealant. Plan 9. Compressible joint filler. 1 2 7 1 10. Steel dowel. 11. Plastic "Speed Dowel" alignment tube cast in first n I"" Contraction Joint: Doweled Construction Joint: 7 1" Min. B Elev 2 A RMIr 4 �\\ Plan Expansion 1 Isolation Joint: 6 Elevatiorl Section �3 °Clr 'C' . CONC. PAVING [P-1] & [P-2] Typ PV- CP- 02.dwg PV- CP- l WL- FS- STST-SB .dwg 8 DRIVEWAY [P -3] & [P -4] N.T.S. 6 CONCRETE PAVING JOINTS [P -1] & [P -2] scale: . 4 LOW STUCCO WALL wl BRICK CAP - HACIENDA [W -7] T =1I0" CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK S RVILTS Ce 31I PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM SAz_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LC-501 -CV 1 6-P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: .' �.- 62L MA! MAHER GLENN PRUIM 9/q /13 eoo!1�1//3 DATE DATE O %%/ y / /%%%/ c / / 3 _ DRAWING NO. � m m 11528 -G co U 7 1" Min. B Elev 2 A RMIr 4 �\\ Plan Expansion 1 Isolation Joint: 6 Elevatiorl Section �3 °Clr 'C' . CONC. PAVING [P-1] & [P-2] Typ PV- CP- 02.dwg PV- CP- l WL- FS- STST-SB .dwg 8 DRIVEWAY [P -3] & [P -4] N.T.S. 6 CONCRETE PAVING JOINTS [P -1] & [P -2] scale: . 4 LOW STUCCO WALL wl BRICK CAP - HACIENDA [W -7] T =1I0" CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK S RVILTS Ce 31I PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM SAz_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LC-501 -CV 1 6-P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: .' �.- 62L MA! MAHER GLENN PRUIM 9/q /13 eoo!1�1//3 DATE DATE CONSTRUCTION DETAILSI CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO 11 -189 TMDB /CDP /DR /MIN /EIA O %%/ y / /%%%/ Q / / _ DRAWING NO. 11528 -G co Z O iHEET 23 OF 47 V Landscape Architecture o 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 O Z T: 949.682.8530 www.studio- pad.com M r 0 Job No.: CV16 -P N Scale: AS SHOWN r Drawn: PAD C Checked: PAD N �_ANDSCA E ��atte, L10 C Yo � P ti O � a n Signature O Exp. 8 /10/14 Renewal Date V s 08/19/2013 Q 9 Date lF OF CA��F C CONSTRUCTION DETAILSI CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO 11 -189 TMDB /CDP /DR /MIN /EIA O U LCmU2 _ DRAWING NO. 11528 -G _a v iHEET 23 OF 47 LEGEND 1. 2 "x4" top rail, nailed to posts. 2. 1"x3" top trim wrapping 2x4" on all sides. 3. Heavy galvanized post channel 6' -0" o.c. wrapped with 1 "x4" on all sides. 4. 1"x4" horizontal slats, nailed to post. 5. 1"x1" horizontal slats, nailed to post. 6. Stucco finish. 7. Finish grade. 8. Adjacent pilaster, per plan. 9. #4 bars at 16" o.c.e.w. 10. Flat stucco cap with slight ridge for drainage. 11. 8x8xl6" CMU, fill cells with bars solid. 12. 90% compacted subgrade. 13. Concrete footing, per Structural. NOTES A. Available at: Ganahl Lumber Company 10742 Los Alamitos Blvd., Los Alamitos, CA 90720 T: (714) 527 -2285 F: (562) 346 -2190 B. All horizontal panels to be cedar, stained with dark brown stain. C. Refer to Construction Schedule for colors, materials & other specifications. PLAN VIEW: Scale: 1/2" = T -0" 7 1 LOW STUCCO WALL wl WOOD FENCE [W -8] LEGEND 1. 2" x 6" cap. 2. 1" x 4" top & bottom rails. 3. 2" x 4" top & bottom rails. 4. Heavy galvanized post channel 6' -0" o.c. 5. 1" x 6" panels. 6. Concrete footing. 7. Rail Bracket w/ wedge nut and bolt to hold bracket to post. 8. 90% compacted subgrade. 9. Finish grade. 10. 2" x 4" middle rail bevel top for no toe hold per pool code. 11. 1" x 4" panels, 1" overlap over. 1" x 6" panels i CHANGE NO. NOTES A. All wood to be rough sawn Cedar or rightwood prestained. Or per developer request. B. Contractor shall utilize galvanized finishing nails for all connections. C. Paint / Stain per Schedule. D. Install 1 cu. ft. of gravel at post base if using wood post. Rail Bracket Q (d r r +I H ELEVATION 'A' ELEVATION ±6' -0" o.c. LEGEND 1. 2" x 6" cap. 2. 1" x 4" top & bottom rails. 3. 2" x 4" top & bottom rails. 4. Metal post channel 6' -0" o.c. 5. 1" x 6" panels. 6. Concrete footing. 7. Rail Bracket w/ wedge nut and bolt to hold bracket to post. 8. 90% compacted subgrade. 9. Finish grade. 10. 2" x 4" middle rail bevel top for no toe hold per pool code. 11. 1" x 6" panels, edge centered over 1" x 6" panels q ±1Y2" Gap NOTES A. All wood to be rough sawn Cedar or rightwood prestained. Or per developer request. B. Contractor shall utilize galvanized finishing nails for all connections. - C. Paint / Stain per Schedule. Rail Bracket 0 u u C i C C 1" = V -0" .dv Scale: 1" = 1' -0" k SECTION Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com ELEVATION Typ Sideyard Fence .dwg Typ Sound Wall Fence .dwg � m SIDEYARD WOOD FENCE [F -2] 1/2" =1. -0" 4 WOOD SOUND FENCE [F -1] Scale: w 112" =1' -0" � a- DESCRIPTION APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM S:\z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Production) \LC - 501- CV16 -P.dwg ENGINEERING DEPARTMENT APPROV REVIEWED BY: MASIH MAHER I IR /13 DATE GLENN PRUIM 9 /Pis DATE CONSTRUCTION DETAILS Job No.: CV16 -P Scale: AS SHOWN Drawn: PAD Checked: PAD �PNDSCgpF �y, te, LiC q,Q m oy o m Exp. 8110114 Renewal Date 08/191 A , Date LLS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA Wm &03 DRAWING NO. 11528 -G HEET 24 OF 47 Z O H U H co Z O U 0 ILL O Z H-0 N .r c CD E :.i O (i L U) C 0 V co CU s LEGEND 1. Brick cap. 2. Expansion Joint 3. Brick Veneer. 4. Mailbox: - CBU, Type III, 1570 -16 Door at inner street. - CBU, Type IV, 1570 -13 Door at Normandy Street. Available at Custom Home Accessories (http: / /store. ma ilboxes, info /1575- 12.htmi) 5. Finished surface. 6. Horizontal and vertical reinforcement per Structural Engineer. 7. Metal support per Structural Engineer. 8. CMU block, per Structural Engineer. 9. Finished grade. 10. 90 % Compacted subgrade. 11. Concrete footing. C Z PLAN VIEW NOTES A. Refer to construction plan for all type, color, finish & manufacturing applications. B. Refer to Structural plans for all reinforcements, connections, and footing specifications. +5' typ• 2 TF T. -.A' f,,, 2 2 , S¢s Mailbox to be 1 centered on wall 1" typ• 83/4x2 114 'niiCknes3 ., 8em Stones Pea' Sq. rt ..... Stone's Per Pellet tom_:_.. ._ Sq. Ft- Per Past 95. Wsght Per Pallet. 3841 LEGEND NOTES LEGEND NOTES 7 1. 6 foot wood 'Gretchen' bench, backed with side A. Refer to soils report for concrete footing 1. Poured in place concrete mow curb. A. Refer to soils report for concrete requirement. 2, 1/2" radius both sides. B. Isolation joints at beginning and end of curb arms, by Landscape Forms. requirement. B. Install per manufacturer's specifications. a 3. No. 4 rebar, Cont. radius, obstructions and grade breaks over 3%. 3 ULIUU11111 r____0 4. Adjacent paving, as occurs per plan. �nnn 5. Isolation joint, as occurs per plan. [V +1 +i E 00 U L o CV +I I I (verify with CBU dim.) ELEVATION IMAGERY OF I LEGEND 1. Ackerstone - Permeable Paver: Aqua -Via Trio. NOTES A. Install per Manufacturer's specifications. B. Refer to Soils Report for base specifications. Aqua -Via Trio CA - Protlucte - Acker Stone California PrOduct9 ArZona Products Palam Sky Collection Catars &Ffrashea Downloads Company irtr4 Aqua-Via Trio PL-AZO :%lxa pr , S¢s 4./Sx83/4 83/4x83!4 VEHICULAR PERVIOUS PAVERS [P -10] NT.S. 83/4x2 114 'niiCknes3 ., 8em Stones Pea' Sq. rt ..... Stone's Per Pellet tom_:_.. ._ Sq. Ft- Per Past 95. Wsght Per Pallet. 3841 ,Agtm -Via Tho Pattern Gtck Inks bola6 no doo ntoad patterns in CAD a PDF rorMt Ashlar Ratteru. 100` CAD I'EUF Catm Blend I Bellasnna 8lend. Antique, Pevfer Avaflabk, Standnrdv Twrbled Raisr. Rease sperm wren ordering, LEGEND 1. D.G. paving. 2. Fabric mesh separator. 3. 2x6 (min.) Bender board header. 4. Finish grade. 5. 90% compacted sub - grade. NOTES A. Refer to Construction Plan for all colors, types, finishes, and manufacturer requirements. LEGEND 1. Shaped 1x8 header board. 2. 1x6 tongue and groove. 3. 2x4 top and bottom rail. 4. 1x4 plant -on: 5. 2x4 cross brace. 6. 2x4 wood frame. 7. 2x2 stopper. 8. Align end of gate head radius with top of wall. 9. Adjacent wall or fence -per plan. 10. Heavy duty self closing hinges to be selected by owner. 11. Lag bolts to adjacent wall or fence. 12. Lock latch to be selected by owner. NOTES A. Refer to Construction Plan for all type, color, finish and manufacturer applications. B. All wood to be S4S Douglas Fir minimum grade of no. 2 or better. C. Gates to be painted with 2 coats primer and 2 coats acrylic paint. Color to mach adjacent architecture. D. Hinges and latch to meet all requirements for pool safety standard. All gates to swing into yard. TOP VIEW FRONT ELEVATION REAR ELEVATION PV- CP- Ackerstone .dwg PV -GP -03 .dwg Sideyard -Gate .dwg 5 VEHICULAR PERVIOUS PAVERS [P -10] NT.S. 3 D.G. PATH [P -5] & HEADER [P -7] 1- 1 /Z"=V -10" 1 SIDEYARD WOOD GATE [G -7] 3/4Dal1;o T +2._2,,, tYp• LEGEND NOTES LEGEND NOTES 7 1. 6 foot wood 'Gretchen' bench, backed with side A. Refer to soils report for concrete footing 1. Poured in place concrete mow curb. A. Refer to soils report for concrete requirement. 2, 1/2" radius both sides. B. Isolation joints at beginning and end of curb arms, by Landscape Forms. requirement. B. Install per manufacturer's specifications. a 3. No. 4 rebar, Cont. radius, obstructions and grade breaks over 3%. 3 ULIUU11111 r____0 4. Adjacent paving, as occurs per plan. �nnn 5. Isolation joint, as occurs per plan. l_ a 0 i Mailbox Brick .dwg Bench .dwg PV -EG -01 .dwg 8 BRICK MAILBOX [SA -1] & [SA -2] 3 /4" =V -o" 4 BENCH [SA -3] Scale: [ ] Scale: N.T.S. 2 CONCRETE MOW CURB P -6 3 " =1' -0" CHANGE NO. DESCRIPTION I APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 210 13 11:25 AM S: Iz_ ProjectslCV16 _2013_EncinitaslsPAD1'P' (Production)ILC- 501- CV16 -P.dwg ENGINEERING DEPARTMENT APPROV REVIEWED BY; MASIH MAHER GLENN PRUIM 9/4/ 13 // 3 DATE DATE i % 0%, Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: AS SHOWN Drawn: PAD Checked: PAD �pNDSCgpF (ic 2.QC CO P o y U � w m m � n Signature Exp. 8110114 Renewal Date s 08119/2013 Q T Date � 9rF OF CA��FO�� CONSTRUCTION DETAILS _S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) " LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA LC -5.04 DRAWING NO 11528 -G EET 25 OF 47 I� Z O U C0 Z O U 0 ILL O Z M O CV a� P Cd 0 c d E v 0 O v U) C O U cc E Cn a U San Dieguito Water District Recycled Water Standard Plan Notes 1) All work shall be done in accordance with the "Rules and Regulations for Recycled Water Service within the San Dieguito Water District." 2) The Contractor shall notify the District's Inspection Department 48 hours in advance of beginning work to arrange for inspection of project. The Contractor shall give 24 hours notice on calls for inspection. Phone: (760) 633 -2709. All work preformed without benefit of inspection will be subject to rejection and removal. 3) The Contractor will be required to schedule a mandatory pre - construction conference with the San Dieguito Water District inspector prior to commencement of work on water improvements. Phone: (760) 633-2709. 4) Drinking fountains and designated eating areas shall be protected from spray of recycled water. Best management practices shall be used to minimize recycled water encroachment on public facilities such as picnic tables, barbecues, playgrounds, etc. 5) Best management practices shall be used to eliminate ponding, run -off, over -spray and misting. 6) Hose bibs are strictly prohibited unless designed and operated in a manner acceptable to the District and San Diego County Department of Environmental Health. 7) On -site cross connections between recycled water lines and potable lines are strictly prohibited. 8) No substitutions of pipe materials will be allowed without prior approval of the District. 9) All mainline pipes shall have warning tape per District Rules and Regulations. 10) Hours for irrigation with recycled water are from 10:00 p.m. to 6:00 a.m. The hours for irrigation with disinfected tertiary recycled water may be modified by local authority. Irrigation during public use periods with disinfected tertiary recycled water shall be under the supervision of the designated user supervisor. 11) Burial of all wiring and piping shall be per District Rules and Regulations. 12) Non - designated use areas shall be protected from contact with recycled water, whether by windblown spray or by direct application through irrigation or other use. Lack of protection, whether by design, construction practice or system operation, is strictly prohibited. 13) Irrigation heads shall be relocated or adjusted to prevent over - spraying on sidewalks, streets and non - designated use areas. 14) Recycled water quick coupling valves shall be of a type designed for use on recycled water distribution systems (spikes not interchangeable with potable water quick coupler spikes) per District Rules and Regulations. 15) All recycled water appurtenances (sprinkler heads, valve boxes, etc.) shall be color -coded purple per AWWA guidelines and Section 116815 of the California Health and Safety Code. 16) All irrigation pipes shall be stenciled with the warning "NON- POTABLE or RECYCLED WATER ", color -coded purple and laid with warning tape and stenciling oriented toward the top of the trench per District Rules and Regulations. 17) On new on -site systems, potable water, constant pressure recycled and sewer lines shall be placed a minimum of four (4) feet apart or as directed by the governing regulatory agency. Measurements shall be between facing surfaces, not pipe centerlines. 18) Constant pressure recycled water lines shall cross at least twelve (12) inches below potable water lines and shall maintain at least twelve (12) inches crossing separation between other utilities. 19) If a constant pressure recycled water line must be installed above a potable water line or less than twelve (12) inches below a potable water line, then the recycled water line shall be installed within an approved protective sleeve per District Rules and Regulations. 20) Developer /contractor shall conduct a cross - connection test and coverage test as directed by the District and the San Diego County Department of Environmental Health prior to any use of recycled water. 21) The required cross - connection inspection shall be done by either the District and /or the San Diego County Department of Environmental Health. 22) The design and locations proposed for recycled water "DO NOT DRINK" signs shall be called out on the plans. 23) An on -site water supervisor shall be designated in writing. This individual shall be familiar with plumbing systems within the property, with the basic concepts of backflow/ cross connection protection, the District Rules and Regulations and the specific requirements of a recycled water system. In case of emergency contact Geoff Smith at (949)349 -0394 Name Phone Number After hours contact Mark Porter at (760)801 -2876 Name Phone Number 24) All public and private potable water mains including fire mains and any water wells and watercourses within the recycled water project shall be shown on the plans. 25) Call out on the plans if there are or are not drinking fountains and /or designated outdoor eating areas on the site. 26) Educate all maintenance personnel on a continuous basis of the presence of recycled water. Personnel must be informed that recycled water is meant for irrigation purposes only, and is not approved for drinking purposes, hand washing, cleaning of tools, etc. 27) A physical separation shall be provided between adjacent area irrigated with recycled water and potable water. Separation shall be provided by distance, concrete mow strips or other approved methods. CHANGE NO. DESCRIPTION WATER EFFICIENT NOTES LANDSCAPESCALCULATIONS: 1. ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PROVIDED BY STUDIO PAD 680 Normandy, Encinitas California Calculation of Maximum Apr (MAWA) Perimeter Landscape: Etc (inches per year - zone #2) Et adjustment Factor Landscaped Area in Sq. Ft 5 Coversion to gallons per sq ft Conversion to 100 cu.ft. MAWA= I California Calculation of Estimated Apt (EWU) Perimeter Landscape: :Shrub Low with Drip EWU Yearly Etc: Plant Crop Factor: Hydrozone Area in Square Ft 1 Constant Conversion (to 100 cu.ft.) Distribution Uniformity: EWU= Shrub Low with Spray EWU Yearly Eta Plant Crop Factor. Hydrozone Area in Square Ft: Constant Conversion (to 100 cu.ft.) Distribution Uniformity: Water Allowance 0.62 748 ,068 ,CCF )lied Water Use 151 CCF 49.63' 0.3 140 0.62', 748 0.55 EWU= 3 CCF Shrub Low with Mp Rotators EWU Yearly Etc: 49.631 Plant Crop Factor: 0.3 Hydrozone Area in Square Ft: 21,563 Constant 0.62 Conversion (to 100 cu.ft.) 748 Distribution Uniformity: 0.7 EWU= 380 CCF Tree Mod. with Bubbler EWU Yearly Eto: 49.63', Plant Crop Factor. 0.5 Hydrozone Area in Square Ft 18,212 (58 trees @ 314sf ea) Constant 0.62 Conversion (to 100 cu.ft.) 748! Distribution Uniformity: 0.85 EWU= 441 CCF Total= 975 CCF Estimated Water Use (EWU) is less than the Maximum Applied Water Allowance (MAWA) The difference is an surplus of: ! 1,094 CCF Note that this estimate applies to established plantings only. Plantings undergoing establishment will use at least twice the estimated amount. RECYCLED WATER KEY MAP ARCHITECTS. 2. SYSTEM HAS BEEN DESIGNED BASED ON A MINIMUM STATIC WATER PRESSURE OF 95 PSI. CONTRACTOR SHALL FIELD VERIFY ON THE UPSTREAM SIDE OF THE POINT -OF- CONNECTION PRIOR TO 3. ORDERING MATERIALS OR STARTING ANY IRRIGATION INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCE FROM STATED PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS AS DIRECTED BY THE CONSULTANT. 4. INSTALL IRRIGATION SLEEVES UNDER ALL PAVED SURFACES PER THE FOLLOWING SCHEDULE: PIPE SIZE OR WIRE QUANTITY REQUIRED SLEEVES DRIP TUBING 1 -2" SCH 40 PVC 3/4" LATERAL 1 -2" SCH 40 PVC 1" PRESSURE SUPPLY LINE 14" SCH 40 PVC 1 1/2" PRESSURE SUPPLY LINE 1 -3" SCH 40 PVC 2" PRESSURE SUPPLY LINE 14" SCH 40 PVC 1 -20 CONTROL WIRES 1 -2" SDR 35 PVC 1 -40 CONTROL WIRES 1 -3" SDR 35 PVC 5. INSTALL TORO'O' PRECISION SPRAY NOZZLES ON ALL POP -UP SPRAY HEADS AS INDICATED IN THE SCHEDULE AND AS SHOWN BELOW: DISTANCE: NOZZLE: 3' - 5' O -T -5- SERIES 6' - 8' O -T -8- SERIES 9' - 10' O -T -10- SERIES 11' O -T -12- SERIES 12'- 14' O -T -15- SERIES 6. INSTALL HUNTER PLD TUBING AS SHOWN ON PLANS AND AS DESCRIBED BY CONSTRUCTION DETAILS. 7. SECURE DRIP TUBING AT A CONSISTENT ROW SPACING WITH NETAFIM #TLS6 SOIL STAPLES OR 6" JUTTE MATTE STAPLES NO GREATER THAN 36" ALONG LENGTH OF TUBING. USE TWO STAPLES IN AN 'X' PATTERN OVER ANY CHANGES IN DIRECTION OF TUBING. 8. DRIP TUBING TO BE LAID DOWN SO THAT EMITTER OUTLETS ARE STAGGERED ON A TRIANGULAR SPACING PATTERN. 9. DRIP TUBING SHALL BE INSTALLED BELOW MULCH LAYER AS DETAILED. SUPPLY AND EXHAUST HEADERS SHALL BE INSTALLED BELOW GRADE AT DEPTHS SHOWN. 10. THIS PROJECT WILL BE CONSTRUCTED IN PHASES. GATE VALVES HAVE BEEN PROVIDED AT THE PHASE LIMIT LINES. STUB NECESSARY COMMON AND CONTROL WIRING WITHIN GATE VALVE BOXES AT EACH GATE VALVES LOCATED AT PHASE LINES TO EXTENSION INTO THE ADJACENT PHASE, LEAVE 24" OF CONTROL /COMMON WIRING COILED WITHIN EACH GATE VALVE BOX TO FACILITATE WIRE CONNECTIONS, 11. 1NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. IRRIGATION SCHEDULES SEE SHEET LI -6.01 IRRIGATION MAINTENANCE RECYCLED WATER USE AREA APPROVED DATE BENCHMARK . 2gf PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RICE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 V IVIIVI 1 1 IVI/`1F- SAN ELIJO JOINT POWERS AUTHORITY 6 SPECIFICATIONS SEE SHEET LI -6.01 PRESSURE LOSS CALCULATION PRESSURE CALCULATION FOR VALVE #A -8 AMT DESCRIPTION FLOW IN GPM PSI LOSS Irrigation Plan LI -1.02 Irrigation Plan LI -1.03 1 2" IRRIGATION WATER METER 29 0.70 305' FEET OF 2" MAINLINE 29 0.36 1 FLOW SENSOR 29 1.70 1 FITTINGS LOSS (20% OF MAINLINE LOSS) 29 0.07 1' FEET ELEVATION LOSS OR GAIN 29 -0.43 1 MASTER VALVE 29 2.10 1 REMOTE CONTROL VALVE 11 1.90 .10-20-41 LATERAL LINES T: 949.682.8530 5.00 www.studio - pad.com TOTAL LOSSES (SEE NOTE #5 FOR NOZZLE) 12.93 EXISTING STATIC WATER PRESSURE Job No.: CV16 -P 95 t b + PRESSURE REQUIRED AT HEAD 570Z -12P- PRX -COM -E W/ "" 30 10 RESIDUAL WATER PRESSURE .17,33-66 52 PSI MASTER VALVE REGULATOR SETTING: 60 PSI SHEET INDEX: SCHEDULE LI -0.01 Irrigation Legend,m Notes and Calcs LI -1.01 Irrigation Plan LI -1.02 Irrigation Plan LI -1.03 Irrigation Plan LI -5.01 Irrigation Details LI -5.02 Irrigation Details LI -6.01 Irrigation Schedules and Specifications DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: DATE SAN DIEGUITO WATER DISTRICT REVIEWED. BY: 7- Z3 DATE IRRIGATION SCHEDULE M V 0 H O N �ro Y 3 yr Z SYMBOL MANUFACTURER MODEL NUMBER DESCRIPTION DETAIL NUMBER PSI GPM RADIUS v v • TORO 570Z- 12P- PRX -COM -E W/ 12" POP -UP SPRAY HEAD 10 30 .10-20-41 5' �- T: 949.682.8530 .=. www.studio - pad.com OT-5- QTR, HLF, FULL NOZZLE (SEE NOTE #5 FOR NOZZLE) LI -5.01 N Job No.: CV16 -P of t b + TORO 570Z -12P- PRX -COM -E W/ 12" POP -UP SPRAY HEAD 10 30 .17,33-66 8' M OT -8' QTR, HLF, FULL NOZZLE (SEE NOTE #5 FOR NOZZLE) LI -5.01 TORO 570Z- 12P- PRX -COM -E W/ 12" POP -UP SPRAY HEAD 10 30 .23, .51, 1.03 10' OT -10' QTR, HLF, FULL NOZZLE (SEE NOTE #5 FOR NOZZLE) LI -5.01 O v v TORO 570Z- 12P- PRX -COM -E W/ 12" POP -UP SPRAY HEAD 10 30 .37, 0.74, 1.48 12' ^ , OT -12' QTR, HLF, FULL NOZZLE (SEE NOTE #5 FOR NOZZLE) LI -5.01 ` V C HUNTER MP1000 900-2100 NOZ. MP ROTATOR NOZZLES w/ 10 30 0.19, 0.37 8'- 15' HUNTER PROS- 12- PRS30 -CV -R 12" POP -UP PRS REG SPRINK BODY LI -5.01 per spacing ♦ ^ v J Oa HUNTER MP1000 3600 NOZ. MP ROTATOR NOZZLES w/ 10 30 0.75 8' - 15' HUNTER PROS- 1 2-PRS30-CV-R 12" POP -UP PRS REG SPRINK BODY LI -5.01 per spacing b pb HUNTER MP2000 90° -210° NOZ. MP ROTATOR NOZZLES w/ 10 40 0.42, 0.74 13' -21' HUNTER PROS- 1 2-P RS40-CV-R 12" POP -UP PRS REG SPRINK BODY LI -5.01 per spacing b O HUNTER MP2000 360° NOZ. MP ROTATOR NOZZLES w/ 10 40 1.56 13' -21' HUNTER PROS- 1 2-PRS40-CV-R 12" POP -UP PRS REG SPRINK BODY LI -5.01 per spacing t1n Q HUNTER MP3000 900-2100 NOZ. MP ROTATOR NOZZLES 10 40 0.86, 1,93 22 -30' HUNTER PROS- 12- PRS40 -CV -R 12" POP -UP PRS REG SPRINK BODY LI -5.01 per spacing c O HUNTER MP3000 360° NOZ. MP ROTATOR NOZZLES w/ 10 40 3.64 22 -30' HUNTER PROS- 1 2-PRS40-CV-R 12" POP -UP PRS REG SPRINK BODY LI -5.01 per spacing HUNTER PCB -R PRESSURE COMPENSATING BUBBLER 10 40 0.25 0' LI -5.01 - - - - - - - HUNTER PLD- 06 -18 -XX IN LINE EMITTER TUBING 18" O.C. 8 & 11 ON SHT. 40 0.60 gph EMITTERS LI -5.01, 18" O.C. ROW SPACING l HUNTER PLD -ELB OR PLC-TEE SURFACE MOUNTED ELL, TEE 8 ON SHT. - - I OR CROSS CONNECTION LI -5.01 J_ AS DETAILED AS DETAILED PVC INTAKE /EXHAUST HEADER W/ 9 & 10 ON PLD -050 ADAPTER FITTINGS SHT. LI -5.02 NOT SHOWN AS DETAILED DRIP SUPPLEMENTAL TREE WATERING 9&100N SHT. LI -5.02 ® HUNTER ICZ- 101 -40 DRIP VALVE KIT ASSEMBLY 3 ON SHT. LI -5.01 HUNTER ICV- 101G -AS -40 CONTROL VALVE 4 ON SHT. SEE PLANS FOR SIZE LI -5.01 NIBCO T -113 GATE VALVE (LINE SIZE) 5 ON SHT. ALSO SERVES AS PHASE LI -5.01 WIRE STUB. SEE NOTE #10 V HUNTER HQ44- LRC -AW -R QUICK COUPLING VALVE 6 ON SHT. W/ PURPLE COVER & ACME THREADS LI -5.01 --- - - - - -- APPROVED SCH 40 BE - RW PVC PRESSURE SUPPLY LINE 7 ON SHT. LI -5.01 NOTE: ON URANIA ST. RECYCLED PURPLE COLOR C ON SHT. LI -1.01 POTABLE SYSTEMS USE STD. WHITE PVC. APPROVED SCH 40 BE - RW PVC LATERAL LINE 7 ON SHT. NOTE: ON URANIA ST. RECYCLED PURPLE COLOR LI -5.01 POTABLE SYSTEMS USE STD. WHITE PVC. 0 PER DETAIL DRIP LINE FLUSH VALVE 10 ON SHT. LI -5.02 APPROVED SCH 40 BE PVC IRRIGATION SLEEVE (SEE NOTE #4) OSUPERIOR 3100 -PRS - SEE PLANS FOR SIZE 1" MASTER VALVE - PRESSURE 12 ON SHT. REGULATING- NORMALLY OPEN LI -5.02 O CALSENSE FM SERIES REFER TO 1" FLOW SENSOR 13 ON SHT. PLANS FOR MODEL LI -5.02 OPER CIVIL PLANS 2" WATER METER INSTALLED PER CIVIL DRAWINGS ® FEBCO 825YA REDUCED PRESSURE 14 ON SHT. BACKFLOW PREVENTER LI -5.02 PER WAS WR -01 R CO RAINBIRD ESP -LXME - REFER TO PLANS CONTROLLER 15 ON SHT. 0 /M/ /*/ %�� y FOR COMPLETE MODEL NUMBER AND OPTIONS cff� APPROVED NONE LI -5.02 RECYCLED WATER SIGNAGE A ON SH LI -1.03 CONTROLLER & STATION NO. GALLONS PER MINUTE HYDROZONE PLANT WATER USE/ SYSTEM TYPE L =LOW, M= MEDIUM, H =HIGH ELECTRIC CONTROL VALVE SIZE DECLARATION OF RESPONSIBLE CHARGE: I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR THIS PROJECT, THAT I HAVE EXCERCIZED RESPONSIBLE CHARGE OVER THE DESIGN OF THIS PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE AND THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF SAN DIEGO AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIROMENTAL HEALTH IS CONFINED TO A REVIEW ONLY, AND DOES NOT RELIEVE ME, AS THE PROJECT LANDSCAPE ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. AQUA COMMERCIAL IRRIGATION (ACI) 810 LOS VALLECITOS BLVD., SUITE 204 SAN MARCOS, CA 92069 1(760)750 -1900 f f AUGUST 12, 2013 BY: SCOTT M. LINDNER REGISTRATION NUMBER: CA. RLA2818 EXPIRATION DATE: MAY 31. 2014 ENGINEERING DEPARTMENT APPROV, REVIEWED BY: / AA•M MASIH MAHER GLENN PRUIM 10113 9 11 113 DATE DATE DATE: IRRIGATION LEGEND, NOTES AND CALCS -S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) �.. LENNAR HOMES 254 - 400 -149 19 PLANNING CASE NO: 11 -189 TMDB /CDPIDR /MIN /EIA 0 F V 0 H O N �ro Y 3 yr Z 0 IFO� V Landscape Architecture W V U- 30012 Ivy Glenn Dr. Ste. 100 ~ O Laguna Niguel, CA 92677 z T: 949.682.8530 .=. www.studio - pad.com c 7 N Job No.: CV16 -P of Scale: NO SCALE r Drawn: SML o W Checked: PAD c IRRIGATION LEGEND, NOTES AND CALCS -S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) �.. LENNAR HOMES 254 - 400 -149 19 PLANNING CASE NO: 11 -189 TMDB /CDPIDR /MIN /EIA 0 F V 0 O o �ro Y 3 yr IFO� U$ V L1401 .5 DRAWING NO. 7 11528 - t� t SHEET 26 OF 47 n / ..._ IN F ...,,,, r � SPANISH a EIY 11D PLAN 9 - a FFE =182.17 } PAD 181u la f= ` NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. I IIIIY V'.YY111 CRCV, VR VV111 CR 1 RVI,R IRRIGATED UNTIL HOMEOWNERS PROVIDE FRONT YARD IRRIGATION SYSTEMS. I ......... _ CHANGE NO, I DESCRIPTION APPROVED DATE BENCHMARK ALTS PT. N01005 (EMC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 otted by: Scott Aug. 19, 2013 10:47 AM Z:\CLIENTS\ Studio- PAD12368- 680Normandy- Encinitas \LI - 101- CV16 -P.dWg DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: SEC SkCCT J. DATE ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: MASIH MAHER _ ... .. , .. .. _.. _ . �...__� � : -_x : _ ...v. I ."., .:. . . . .... Z �W DATE � nnnS,b_l, h i L�2 T U L-` L PANISH . I— IN F ...,,,, r � SPANISH a EIY 11D PLAN 9 - a FFE =182.17 } PAD 181u la f= ` NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. I IIIIY V'.YY111 CRCV, VR VV111 CR 1 RVI,R IRRIGATED UNTIL HOMEOWNERS PROVIDE FRONT YARD IRRIGATION SYSTEMS. I ......... _ CHANGE NO, I DESCRIPTION APPROVED DATE BENCHMARK ALTS PT. N01005 (EMC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 otted by: Scott Aug. 19, 2013 10:47 AM Z:\CLIENTS\ Studio- PAD12368- 680Normandy- Encinitas \LI - 101- CV16 -P.dWg DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: SEC SkCCT J. DATE ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: MASIH MAHER GLENN PRUIM DATE DATE KEYMAPNot to Scale HOA MAINTENANCE AGREEMENT, LANDSCAPING AND IRRIGATION IN PUBLIC RIGHT OF WAY TO BE MAINATAINED BY HOA PER ENCROACHMENT EASEMENT MAINTENANCE AND REMOVAL COVENANT REC.: —l3'/3 ASDOC: X013-0,5076_7 FINISH GRADE 3" WIDE METALLIC MARKER TAPE "ALERTIME" PURPLE LATERAL NON - PRESSURE O RECYCLED WATER PIPE FROM IRRIGATION HEAD • TO IRRIGATION HEAD. WHENEVER THE LINES CROSS THE POTABLE PIPE NO SLEEVE IS REQUIRED. 'ALERTIME" PURPLE COLORED PRESSURE MAINLINE PIPE. POTABLE WATER LINE 12" MIN. CLEARANCE TYP. ORECYCLED PRESSURE MAINLINE & SLEEVE NOTE: WHERE POTABLE LINES AND CONSTANT PRESSURE RECYCLED WATER LINES CROSS. THE RECYCLED LINES SHALL BE INSTALLED BELOW THE POTABLE WATER LINE IN A CLASS 200 PURPLE COLORED PVC SLEEVE. PVC SLEEVE SHALL EXTEND 10 -FEET ON EITHER SIDE OF THE POTABLE LINE FOR A TOTAL OF 20 -FEET. , RECYCLED WATER CROSSING POINT OF CONNECTION t' POTABLE IRRIGATION WATER METER INSTALLED AS A PART OF THE CIVIL ENGINEERING DRAWINGS.. CONNECT DOWN STREAM OF WATER METER AND INSTALL 1" MASTER VALVE AND 1" FLOW SENSOR, AS DETAILED. EXTEND PRESSURE SUPPLY LINE AS SHOWN. 95 PSI PER WATER DEPT. PEAK DESIGN FLOW 11 GPM. AREA IRRIGATED: 2,413 SF SET PRESSURE REGULATOR AT MASTER VALVE TO: 70 psi LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS: 3/411 ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF V -0" FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. Aqua Commercial Irrigation o 810 Los Vallecitos Blvd. Suite 204 San Maroos, California 92069 Ph: (760)750-1900 Fax: (760)750-1--- i M M _M O ��N^^ v, Of I o 0 /,NIN p Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: 111 =20' Drawn: SML Checked: PAD IRRIGATION PLAN L1=1 ■ 01 CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 11528- 254- 400 -14, 19 NING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET 27 OF 47 f z 0 Z O O U. lIll- O z M 0 N T f� 0 rn a) E 7 V O C O :t+ v C O V E co V s 3 KEYMAP PAD =16120 ,,, .: - FOLLOWING SYMBOLS ' H I 3/4" jl: "f \` .____ . ........... ....... -. ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN �., ,SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH �. VALVE BOX IS TO BE A MINIMUM OF V -0" FROM THE EDG r J i. /. Gi > ,`; ,*., � . r., n= 1, 1 .� ,l ..i r.rr. �. �. % 71ITIIi11 11,//712 /,./ /, i f y,, �� /� /ill_, <.._1��1��J��zii«.��! _ , % ,. � �- �f��.�.�.f.L�� .�� OF PAVING WHERE SPACE ALLOWS. _.. ......... C A f 3 Aqua Commercial Irrl atlon -. q 9 vvvi El [� }p f � _ 3 � l 810 Los Valleciios Blvd. Suite 204 ;„ ,,,,, ,I ✓ °i SPANISH v, San Marcos, California 92069 f 4& ••• ' Iy.Yki�Er-.( [ tl �[3t13t3C Ph: (760)750-1900 Pax: (760)750-1999 - ,..._. , PLAN 4R I k 8�_ [ iii %� � ry � y� � 'I ,: r: '—!. FGC -1 R9 'J] • i'ii ._� I � b '6 � js h � � i S(1Nd1R +r'. .i :r:.i¢ „3,,:aT... Not to Scale i Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682,8530 www.studio - pad.com Job No.: CV16 -P Scale: 1 "-- 20' Drawn: SMLO Checked: PAD M co M O N U) 3�: ry i NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. IRRIGATION PLAN L 1 .O2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DEPARTMENT OF ENVIRO. HEALTH ENGINEERING DEPARTMENT APPROVALS LARA 7 S 13U1L S 5 ?r PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 REVIEWED BY: SEC SKL'CT A REVIEWED BY: �9 /1A 11A o,(�— MASH MAHER GLENN PRUIM 4 19 3 �� 49 DATE DATE 28 BLOSSOM ROAD (FIORE) l LENNAR HOMES 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA 11528 - , -0 a _ U. KEYMAP PAD =16120 ,,, .: - FOLLOWING SYMBOLS ' H I 3/4" jl: "f \` .____ . ........... ....... -. ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN �., ,SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH �. VALVE BOX IS TO BE A MINIMUM OF V -0" FROM THE EDG r J i. /. Gi > ,`; ,*., � . r., n= 1, 1 .� ,l ..i r.rr. �. �. % 71ITIIi11 11,//712 /,./ /, i f y,, �� /� /ill_, <.._1��1��J��zii«.��! _ , % ,. � �- �f��.�.�.f.L�� .�� OF PAVING WHERE SPACE ALLOWS. _.. ......... C A f 3 Aqua Commercial Irrl atlon -. q 9 vvvi El [� }p f � _ 3 � l 810 Los Valleciios Blvd. Suite 204 ;„ ,,,,, ,I ✓ °i SPANISH v, San Marcos, California 92069 f 4& ••• ' Iy.Yki�Er-.( [ tl �[3t13t3C Ph: (760)750-1900 Pax: (760)750-1999 - ,..._. , PLAN 4R I k 8�_ [ iii %� � ry � y� � 'I ,: r: '—!. FGC -1 R9 'J] • i'ii ._� I � b '6 � js h � � i S(1Nd1R +r'. .i :r:.i¢ „3,,:aT... Not to Scale i Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682,8530 www.studio - pad.com Job No.: CV16 -P Scale: 1 "-- 20' Drawn: SMLO Checked: PAD M co M O N U) 3�: ry i NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. IRRIGATION PLAN L 1 .O2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DEPARTMENT OF ENVIRO. HEALTH ENGINEERING DEPARTMENT APPROVALS LARA 7 S 13U1L S 5 ?r PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 REVIEWED BY: SEC SKL'CT A REVIEWED BY: �9 /1A 11A o,(�— MASH MAHER GLENN PRUIM 4 19 3 �� 49 DATE DATE 28 BLOSSOM ROAD (FIORE) l LENNAR HOMES 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA 11528 - , -0 a _ i 4 KEYMAP PAD =16120 ,,, .: - FOLLOWING SYMBOLS ' H I 3/4" jl: "f \` .____ . ........... ....... -. ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN �., ,SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH �. VALVE BOX IS TO BE A MINIMUM OF V -0" FROM THE EDG r J i. /. Gi > ,`; ,*., � . r., n= 1, 1 .� ,l ..i r.rr. �. �. % 71ITIIi11 11,//712 /,./ /, i f y,, �� /� /ill_, <.._1��1��J��zii«.��! _ , % ,. � �- �f��.�.�.f.L�� .�� OF PAVING WHERE SPACE ALLOWS. _.. ......... C A f 3 Aqua Commercial Irrl atlon -. q 9 vvvi El [� }p f � _ 3 � l 810 Los Valleciios Blvd. Suite 204 ;„ ,,,,, ,I ✓ °i SPANISH v, San Marcos, California 92069 f 4& ••• ' Iy.Yki�Er-.( [ tl �[3t13t3C Ph: (760)750-1900 Pax: (760)750-1999 - ,..._. , PLAN 4R I k 8�_ [ iii %� � ry � y� � 'I ,: r: '—!. FGC -1 R9 'J] • i'ii ._� I � b '6 � js h � � i S(1Nd1R +r'. .i :r:.i¢ „3,,:aT... Not to Scale i Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682,8530 www.studio - pad.com Job No.: CV16 -P Scale: 1 "-- 20' Drawn: SMLO Checked: PAD M co M O N U) 3�: ry i NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. IRRIGATION PLAN L 1 .O2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK DEPARTMENT OF ENVIRO. HEALTH ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. S 13U1L S ?r PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 REVIEWED BY: SEC SKL'CT A REVIEWED BY: �9 /1A 11A o,(�— MASH MAHER GLENN PRUIM 4 19 3 �� 49 DATE DATE 28 BLOSSOM ROAD (FIORE) l LENNAR HOMES 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA 11528 - DATE SHEET 28 OF 47 :ted by: Scott Aug. 19, 2013 10:48 AM Z:\CLIENTS\Studio- PADt2368 -680 Normandy- Encinitas\LI- 101- CV16 -P.dWg ii FE V YI Z O V O ILL O z M 0 N rn c a� E w 0 0 0 0 U) c 0 U E .Q V t R/W SIGN LOCATION G ii 101, / 1 2 Landscape Architecture 30012 Ivy Glenn Dr. Ste. FROM PRESSURE TG MASTER 'VAL`J£. -, REGULATOR d FLOW SENSOR S -E NOTE 2 i1 81 i HACIENDA 4 V/ (7 (`. 8% yam) CV16 -P c 1" = 20' FR:'IM PRFSSIJRF_. TO MASTER ?LAN 1XR SEE NOTE 2 � T S _1 NAM PAD n L -_ - MP .i. B -18 10 REGULATOR 5T0tbN .'. VALVE SEPJSOR c 1„ L -MP , b ') REFER TO SECTION 15151 AND 15152 OE THE SPECIFICA-IUNS 2i NS -ALL ONE TES- STATiJN IDEATED DIR£C -LY DDWNSTREAM 07 IRRIGATION CHECK AND PR4SSLIRF r ~i 1„ L -Drip ..- .... ,L , 1 B -17 5 1„ L- Bubbler �� - 1 19mm (.q , ) SCII 80 PVC 90 EI I 5 19mm ('q "7 SCHE 11111 F 80 BRASS NI?'_E B -16 5 9mm (3,q`) SCH 50 BRASS CLOSE NIPPLE 6 METER BLX WITH PURPLE COLORED 'ID ' 2 1N_ IW ' ixxn ova L Spray -" (el LINL SIZE BHASS BALL VALVE 44_s037t1 8 > ,.) 1� FENCING - SEE LANDSCAPE PLANS - FORE) TAILING /HOA MAINTAIINNE \D \\ _. \ NDSCAPING \ � \ \ \� \N \ \\ • CONTROLLER •B• INSTALL ONE (1) RAINBIRD ESP- 8LXMEF CONTROLLER W/ TWO (2)RAINBIRD ESPLXMSM8 8- STATION EXPANSION MODULES AND ONE (1) RAINBIRD ETC -LX Et f1 -ZZ CARTRIDGE IN AN LXMM /LXMMPED ENLOSURE PEDESTAL: 24 STATION PEDESTAL MOUNTED CONTROLLER "B" AS DETAILED AT THE LOCATION INDICATED. 120 VOLT ELECTRICAL SERVICE AVAILABLE FROM POWER SOURCE WITHIN 100' OF CONTROLLER LOCATION. CONTRACTOR IS RESPONSIBLE FOR 120V ELECTRICAL - CONNECTION FROM POWER SOURCE TO CONTROLLER. ........... - 3F9 FLOW SENSOR (FS -100P) AND MASTER VALVE FROM POINT OF CONNECTION SHALL I �G - -64 CONCRETE MOW BE WIRED TO THE MASTER VALVE AND FLOW SENSOR INPUTS ON THIS CONTROLLER I _ PLANScURB SEE LANDSCAP VS FOR DE G THIS CONTROLLER ADJUSTS DAILY USING ET DATA OBTAINED VIA THE ON BOARD'Et -T • I L �s � CARTRIDGE'. 10 B-22 R/W SIGR'LPCArTION b L , It L -SPray t r 4 3 fi ... 5 B -23 _...... ... L -DRIP 1,. ; 1n � R /�/spy • SI ('j' l `.._I 1,1,0 too tJ r N ,TI i , y ' 00 B -14 5 - i 1 E �t, N �N \N\ h Yr, 1 i \ \`•' \ \ \ \ ikt \ \ \ \ \\ is \ \ \ \\ A OUTDOOR EATING AND \\ vvv w, DRINKING FOUNTAINS , vv uvv V_wvvvv� THIS PROJECT DOES NOT INCLUDE ANY DESIGNATED OUTDOOR EATING AREAS OR DRINKING FOUNTAINS. A ,I 1 t 1 1 t B -13 7t.` 1„ L -Ddp B -12 6 L -Drip B -11 6 1 n L -Drip B-10 10 1,. L.Mp 1 �f' i' B -9 11 ' 1" Mp 11 HOA MAINTENANCE AGREEMENT LANDSCAPING AND IRRIGATION IN PUBLIC RIGHT OF WAY TO BE MAINIATAINED PICA PER ENCROACHMENT EASEMENT MAINTENANCE AND REMOVAL COVENAh REC.: AS DOC: _._.. _.......__ :..__ .......... ,__.. CHANGE NO. DESCRIPTION APPROVED BLOSSOM ROAD ' ;�• I tai Cd III 11 B -1 L Drip 1 n III sr 23 B -2 L -MP 1 n IIIt FFE=l59.0 24 B -3 11 6 e -4 -,.-^ L Bubbler 1„ ALL BUBBLER ZONE PIPII III 1 " UNLESS OTHERWIS61 1111 c c c 1 a \ t I 4 ....... ......................................... r ...... 4 ......... . ..... 14 B5 18 B-6 L -MP 1'r F \� 26 B -7 W MP 1 �1 b % ( LOT 28 I \ h - ( li HACI NOA B -8 ..... z > i L -Mp 1„ PLAN 1 R I \ c \ / FFE= 156.37 " \ \ \ \\ \�` 3II • b / i i ( GFE= 154.59 F; lip PAD:155.70 li 1 . g a R/ SIGN LO '`/�TI(1: , gr BUAR I. .+... . NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. DATE BENCHMARK ' •C PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 'lotted by: Scott Aug. 19, 2013 10:49 AM Z:tCLIENTS \Studio- PAD\ 2368- 680Normandy- Encinitas \LI - 101- CV16 -P.dWg 1: 30 "-42" 0 e 0 s F a 3� x'. o„ )WD APPROVED RECYCLED ATER SIGN. .OPE TO BE 1/2" ABOVE JRROUNDING FINISH GRADE " DIAMETER FOOTING OF 0 -C -25000 CONCRETE glSH GRADE TWO (2) SIGNS ARE REQUIRED PER WATER METER RECYCLED WATER SIGN G ii 101, / 1 2 Landscape Architecture 30012 Ivy Glenn Dr. Ste. FROM PRESSURE TG MASTER 'VAL`J£. -, REGULATOR d FLOW SENSOR S -E NOTE 2 i1 81 i HACIENDA 4 V/ (7 (`. 8% yam) CV16 -P Scale: 1" = 20' FR:'IM PRFSSIJRF_. TO MASTER ?LAN 1XR SEE NOTE 2 � T S _1 NAM PAD >, PROFILE METER Y- STRAINER CHECK VAIVh PRESSURE T' MASTER FIOW REGULATOR 5T0tbN .'. VALVE SEPJSOR c £'FE= 162. NOIES: ') REFER TO SECTION 15151 AND 15152 OE THE SPECIFICA-IUNS 2i NS -ALL ONE TES- STATiJN IDEATED DIR£C -LY DDWNSTREAM 07 IRRIGATION CHECK AND PR4SSLIRF �i SFCONO CROSS CONNECTIDN TEST STATION INSTALLED AT FAR FND OF ON -SITE MAIN LINE '4) BRAND -TS" DN PLASTIC T ST STATION LIDS A INOM GFE= 60.52 - 1 19mm (.q , ) SCII 80 PVC 90 EI I 5 19mm ('q "7 SCHE 11111 F 80 BRASS NI?'_E 2 9mm (3,q`) SCH 50 BRASS CLOSE NIPPLE 6 METER BLX WITH PURPLE COLORED 'ID 3 19 ( 3'a') BRASS LOCKABLE BALL VALVE. PAD 61 50 LINL SIZE BHASS BALL VALVE 1x 8 > ,.) 19mn x 6rrrr i3 =4' x I,q ) BRASS THREADED ...... s wsttc 1 - f 1 1 ;Omm (E') BASE OF 10mm (3/8"I ROCK 25mm (11') AND 50MM (2 ") WATER AGENCIES STANDARDS RECYCLED WATER IRRIGATION COMMITTEE APPROVAL 11/03/2006 CROSS CONNECTION TEST STATION I DRAWING NUMBER WR -04 1• BLOSSOM ROAD ' ;�• I tai Cd III 11 B -1 L Drip 1 n III sr 23 B -2 L -MP 1 n IIIt FFE=l59.0 24 B -3 11 6 e -4 -,.-^ L Bubbler 1„ ALL BUBBLER ZONE PIPII III 1 " UNLESS OTHERWIS61 1111 c c c 1 a \ t I 4 ....... ......................................... r ...... 4 ......... . ..... 14 B5 18 B-6 L -MP 1'r F \� 26 B -7 W MP 1 �1 b % ( LOT 28 I \ h - ( li HACI NOA B -8 ..... z > i L -Mp 1„ PLAN 1 R I \ c \ / FFE= 156.37 " \ \ \ \\ \�` 3II • b / i i ( GFE= 154.59 F; lip PAD:155.70 li 1 . g a R/ SIGN LO '`/�TI(1: , gr BUAR I. .+... . NOTE: NO POTABLE QUICK COUPLERS EXIST OR ARE PLANNED FOR THIS PROJECT. NOTE: NO DRINKING FOUNTAINS ARE PLANNED FOR THIS PROJECT. DATE BENCHMARK ' •C PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 'lotted by: Scott Aug. 19, 2013 10:49 AM Z:tCLIENTS \Studio- PAD\ 2368- 680Normandy- Encinitas \LI - 101- CV16 -P.dWg 1: 30 "-42" 0 e 0 s F a 3� x'. o„ )WD APPROVED RECYCLED ATER SIGN. .OPE TO BE 1/2" ABOVE JRROUNDING FINISH GRADE " DIAMETER FOOTING OF 0 -C -25000 CONCRETE glSH GRADE TWO (2) SIGNS ARE REQUIRED PER WATER METER RECYCLED WATER SIGN KEYMAP Not to Scale NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. -CROSS CONNECTION TEST STATION L-P J NTS DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: Sr- - suecr U DATE POINT OF CONNECTION TREES SHOWN IN FRONT YARDS TO BE HAND WATERED OR WATER TRUCK IRRIGATED UNTIL HOMEOWNERS PROVIDE FRONT YARD IRRIGATION SYSTEMS. LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS: 3/411— 1 111 — 6 1- 1 /211— 111 ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF V -0" FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. Aqua Commercial Irrigation 810 Los Vallecitos Blvd. Suite 204 San Marcos, California 92069 Ph: (760)750 -1900 Fax: (760)750 -1999 r»- Ls V` PER CIVIL DRAWINGS UPGRADE EXISTING V RECYCLED WATER SERVICE TO 2" RECYCLED SERVICE AND METER. CONNECT DOWN STREAM OF WATER METER AND INSTALL TEST STATION AS DETAILED. CONNECT DOWNSTREAM OF OF TEST STATION AND INSTALL 1" MASTER VALVE AND 1" FLOW SENSOR, AS DETAILED. EXTEND PRESSURE SUPPLY LINE AS SHOWN. 95 PSI PER WATER DEPT. PEAK DESIGN FLOW 11 GPM. AREA IRRIGATED: 47,869 SF IRRIGATION PLAN SET PRESSURE REGULATOR AT MASTER VALVE TO: 70 psi ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REVIEWED BY: / 28 BLOSSOM ROAD (FIORE) Al �Vl. ,A A L_,_� LENNAR HOMES MASH MAHER GLENN PRUIM 254 - 400 -143 19 g Ci / 13 % 1� / PLANNING CASE DATE DATE N0: 11 -189 TMDBICDP /DRIMIN /ETA co co co CN J G ii 101, / 1 2 Landscape Architecture 30012 Ivy Glenn Dr. Ste. FROM PRESSURE TG MASTER 'VAL`J£. -, REGULATOR d FLOW SENSOR S -E NOTE 2 i1 81 i PLAN VIEW 4 V/ (7 (`. 8% yam) CV16 -P Scale: 1" = 20' FR:'IM PRFSSIJRF_. TO MASTER REGULATOR VANE A FLOW SEE NOTE 2 � T S _1 NAM PAD I PROFILE METER Y- STRAINER CHECK VAIVh PRESSURE T' MASTER FIOW REGULATOR 5T0tbN .'. VALVE SEPJSOR c POC SEQUENCE NOIES: ') REFER TO SECTION 15151 AND 15152 OE THE SPECIFICA-IUNS 2i NS -ALL ONE TES- STATiJN IDEATED DIR£C -LY DDWNSTREAM 07 IRRIGATION CHECK AND PR4SSLIRF Rk GIA A IUR VA[ VF PFR WR J3 �i SFCONO CROSS CONNECTIDN TEST STATION INSTALLED AT FAR FND OF ON -SITE MAIN LINE '4) BRAND -TS" DN PLASTIC T ST STATION LIDS A INOM SIL_ AND DESCRI''IUN NO SIZF AND DFSCRIPTI:]\ - 1 19mm (.q , ) SCII 80 PVC 90 EI I 5 19mm ('q "7 SCHE 11111 F 80 BRASS NI?'_E 2 9mm (3,q`) SCH 50 BRASS CLOSE NIPPLE 6 METER BLX WITH PURPLE COLORED 'ID 3 19 ( 3'a') BRASS LOCKABLE BALL VALVE. 7 LINL SIZE BHASS BALL VALVE FIR x METER SWIVEL 8 TINE SIZE x 19mm i3,4 ") SCH 80 TEE 9 19mn x 6rrrr i3 =4' x I,q ) BRASS THREADED 9 11 "K` CGPPER OR BRASS PIPE ']ND HUSH I NQ W! III 6. Siren ( ) CAPPED OUTLE- 1 10 1 1 ;Omm (E') BASE OF 10mm (3/8"I ROCK 25mm (11') AND 50MM (2 ") WATER AGENCIES STANDARDS RECYCLED WATER IRRIGATION COMMITTEE APPROVAL 11/03/2006 CROSS CONNECTION TEST STATION I DRAWING NUMBER WR -04 KEYMAP Not to Scale NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. -CROSS CONNECTION TEST STATION L-P J NTS DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: Sr- - suecr U DATE POINT OF CONNECTION TREES SHOWN IN FRONT YARDS TO BE HAND WATERED OR WATER TRUCK IRRIGATED UNTIL HOMEOWNERS PROVIDE FRONT YARD IRRIGATION SYSTEMS. LATERAL PIPE SIZING IS INDICATED BY THE FOLLOWING SYMBOLS: 3/411— 1 111 — 6 1- 1 /211— 111 ALL IRRIGATION CONTROL VALVES SHALL BE LOCATED IN SHRUB AREAS. SETBACK FROM FRONT EDGE OF EACH VALVE BOX IS TO BE A MINIMUM OF V -0" FROM THE EDGE OF PAVING WHERE SPACE ALLOWS. Aqua Commercial Irrigation 810 Los Vallecitos Blvd. Suite 204 San Marcos, California 92069 Ph: (760)750 -1900 Fax: (760)750 -1999 r»- Ls V` PER CIVIL DRAWINGS UPGRADE EXISTING V RECYCLED WATER SERVICE TO 2" RECYCLED SERVICE AND METER. CONNECT DOWN STREAM OF WATER METER AND INSTALL TEST STATION AS DETAILED. CONNECT DOWNSTREAM OF OF TEST STATION AND INSTALL 1" MASTER VALVE AND 1" FLOW SENSOR, AS DETAILED. EXTEND PRESSURE SUPPLY LINE AS SHOWN. 95 PSI PER WATER DEPT. PEAK DESIGN FLOW 11 GPM. AREA IRRIGATED: 47,869 SF IRRIGATION PLAN SET PRESSURE REGULATOR AT MASTER VALVE TO: 70 psi ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT REVIEWED BY: / 28 BLOSSOM ROAD (FIORE) Al �Vl. ,A A L_,_� LENNAR HOMES MASH MAHER GLENN PRUIM 254 - 400 -143 19 g Ci / 13 % 1� / PLANNING CASE DATE DATE N0: 11 -189 TMDBICDP /DRIMIN /ETA co co co CN J Li-1.03 DRAWING NO. 11528 - SHEET 29 OF 47 Z 0 Z v 0 Z e M 0 CV co O yN+ C V O C O L N C O v .E Cn V t G ii 101, / 1 2 Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: 1" = 20' Drawn: SML Checked: PAD Li-1.03 DRAWING NO. 11528 - SHEET 29 OF 47 Z 0 Z v 0 Z e M 0 CV co O yN+ C V O C O L N C O v .E Cn V t 5 MASTER VALVE )TY RECLAIMED WATER TAG TANGULAR VALVE BOX WITH =NSION - BRAND "MV" INTO /E BOX LID. REFER TO iNICAL SPECIFICATIONS. FINISH GRADE ,TRIC CONTROL VALVE KMIPT SCH. 40 PVC DTER (2) PLE RECYCLED SSURE SUPPLY LINE ROVED GEOTEXTILE ER FABRIC SCREENED GRAVEL SUMP FT. ,,_TROL WIRING NOTES: 1. ALL PLASTIC PIPING TO BE SNAKED IN TRENCHES 2. BUNDLE AND TAPE WIRING AT 10' INTERVALS 3. INSTALL ALL CONTROL AND COMMON WIRING TO THE SIDE AND BELOW THE PRESSURE SUPPLY LINE. TRENCHING PURPLE RECYCLED PRESSURE SUPPLY PIPING. UPSIZE PIPING TO SPECIFIED SIZE BEYOND DISTANCES INDICATED. CHRISTY RECLAIMED WATER TAG 10" ROUND VALVE BOX LID - BRAND "FS" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. CALSENSE 1" FM -1B FLOW SENSOR- TWO (2) 14 GA. ULUF WIRE - GREEN I,; =II I! COLOR TO FLOW SENSOR INPUT 4 Itl= TERMINAL ON CONTROLLER 3/4" SCREENED GRAVEL SUMP 1 CU. FT. " " s 6" PVC CL160 PVC SLEEVE. BOTTOM TO BE ." e . " �. 8. b FLARED AND CONTACT TOP OF PRESSURE 0. �1 3�� . "";P� SUPPLY PIPE. 10x PIPE DIA. 5x PIPE DIA. MIN. MIN. UPSTREAM DOWNSTREAM NO FITTINGS OR NO FITTINGS OR DIRECTION CHANGE DIRECTION CHANGE FLOW TO MASTER VALVE I TO IRRIGATION SYSTEM N.T.S. FLOW SENSOR FINISHED GRADE NATIVE SOIL AS APPROVED BACKFILL W/ MINUS 1/4" MATERIAL PURPLE RECYCLED PVC LATERAL PIPING PURPLE RECYCLED PRESSURE SUPPLY LINE CONTROL WIRING BELOW PRESSURE SUPPLY LINE N.T.S. NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. NOTE: Inlet As Close To Service Connection As Possible. Copper On Inlet Side N.T.S. VALVE INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. PROVIDE 12" DIAMETER LOOP (MIN.) OF SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX. VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. BOLT HOLE IN BOX TO FACE CURB OR WALK. 3/4" PURPLE RECYCLEDPVC LATERAL DRIP HEADER LINE 1" FPT x SLIP COUPLING W/ 1" X 3/4" SLIP REDUCER HUNTER ICZ -101 DRIP CONTROL ZONE KIT INCLUDES, CONTROL VALVE, 40 PSI PRESSURE REGULATOR AND Y FILTER STANDARD RECTANGULAR VALVE BOX W/ LOCKING LID. REFER TO TECHNICAL SPECIFICATIONS FOR BRANDING IDENTIFICATION REQUIREMENTS. VALVE BOX TO REST ON GRAVEL SUMP. N u CHRISTY RECLAIMED WATER TAG (not req'd. on Urania St. Potable Systems) 1" SCH 80 PVC BALL VALVE 1" STREET 90" SxT SCH 40 3/4" SCREENED GRAVEL SUMP - 2 CU. FT. V SCH. 40 PVC PIPE, LENGTH AS REQUIRED PVC SERVICE 90" SXS SCH 40 PURPLE RECYCLED PVC PRESSURE SUPPLY LINE APPROVED GEOTEXTILE FILTER FABRIC. EXTEND 10" UP VALVE BOX EXTERIOR WALLS -ALL SIDES. DRIP VALVE ASSEMBLY N.T.S. Aqua Commercial Irrigation 810 Los Vallecitos Blvd. Suite 204 San Marcos, California 92069 ac, Ph: (760)750 -1900 Fax: (760)750 -1999 a .ma ysga PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 GENERAL NOTES 1 - Backflow device shall be certified by an approved and certified backflow preventer tester. 2. Backflow preventers must be tested by a certified tester before final approval is issued. 3. Copper fittings shall be connected with lead free solder joints. 4. Finished grade undemeath the backflow preventer shall be at 95% compaction. 5. All nipples to be copper or brass. 6. Piping under the City right of way must be type "K" copper. Finished Grade o p 0 i1 c T i Adapt Outlet Fitting To Main / Line As Required LIST OF MATERIALS © Febco 825YA reduced pressure principle backflow prevention assembly, ball valves included. ® Pipe spool, type "L" copper, 3/4" thru 2 1/2 ". Q 90 ell, copper, 3/4" thru 2 1/2" w/ PVC adapter fittings.. ® Pipe union, brass or copper. Q Watts series 777 "Y" strainer ® BPDI EP -2 EncPad Enclosure Pad - backflow enclosure mounting pad. Install mounting pad per manufacturers specifications, fill support base with pea gravel. Q BPDI Coast Guard Shack CGS -2 Stainless Steel Backflow Preventer Enclosure. Mount per manufacturers specifications. BACKFLOW PREVENTER STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION ET 2000 CONTROLLER CALSENSE TP -110 i SURGE ARRESTOR POWER SWITCH AND RECEPTACLE STAINLESS STEEL — 16" WIDE TOP -ENTRY =_ CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED W/ DOME ANTENNA TP -1 TRANSIENT PROTECTION BOARD W/ TERMINALS FOR VALVE - WIRES. REMOVABLE FRONT PANEL ' NOTSHOWN N.T.S. CONTROLLER A CHANGE NO. DESCRIPTION APPROVED , DATE BENCHMARK CONTROLLER & STATION #. REFER TO TECHNICAL C Ru1LTS o '. IdJ22kolrr WATER SYSTEMS. ON NON - POTABLE WATER SYSTEMS, PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 GENERAL NOTES 1 - Backflow device shall be certified by an approved and certified backflow preventer tester. 2. Backflow preventers must be tested by a certified tester before final approval is issued. 3. Copper fittings shall be connected with lead free solder joints. 4. Finished grade undemeath the backflow preventer shall be at 95% compaction. 5. All nipples to be copper or brass. 6. Piping under the City right of way must be type "K" copper. Finished Grade o p 0 i1 c T i Adapt Outlet Fitting To Main / Line As Required LIST OF MATERIALS © Febco 825YA reduced pressure principle backflow prevention assembly, ball valves included. ® Pipe spool, type "L" copper, 3/4" thru 2 1/2 ". Q 90 ell, copper, 3/4" thru 2 1/2" w/ PVC adapter fittings.. ® Pipe union, brass or copper. Q Watts series 777 "Y" strainer ® BPDI EP -2 EncPad Enclosure Pad - backflow enclosure mounting pad. Install mounting pad per manufacturers specifications, fill support base with pea gravel. Q BPDI Coast Guard Shack CGS -2 Stainless Steel Backflow Preventer Enclosure. Mount per manufacturers specifications. BACKFLOW PREVENTER STAINLESS STEEL FLIP TOP LID, SHOWN IN OPEN POSITION ET 2000 CONTROLLER CALSENSE TP -110 i SURGE ARRESTOR POWER SWITCH AND RECEPTACLE STAINLESS STEEL — 16" WIDE TOP -ENTRY =_ CONTROLLER ENCLOSURE NEMA 3R RAINPROOF RATED W/ DOME ANTENNA TP -1 TRANSIENT PROTECTION BOARD W/ TERMINALS FOR VALVE - WIRES. REMOVABLE FRONT PANEL ' NOTSHOWN N.T.S. CONTROLLER A APPROVED GEOTEXTILE FILTER FABRIC EXTEND 10" UP VALVE BOX EXTERIOR WALLS -ALL SIDES. SERVICE TEE - SCH 80 PVC SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS PURPLE RECYCLED PVC PRESSURE SUPPLY LINE NOTE DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX (12" DIAMETER LOOP MIN.). VALVE ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. -BOLT HOLE IN BOX TO FACE CURB OR WALK (REFER TO VALVE BOX LAYOUT DETAIL 1 -22). CONTROL VALVE ASSEMBLY DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: DATE SEC SK0L-T �L ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: / /LA -AIA 6411 MASIH MAHER GLENN PRUIM q /q / 13 P/� /2 DATE DATE N.T.S. CONTROLLER, ENCLOSURE AND ALL OF THE REQUIRED COMPONENTS SHALL BE PART OF A PRE - ASSEMBLED CONTROLLER ASSEMBLY CONTROLLER, ENCLOSURE DIMENSIONS WHEN CLOSED: 38 "H x 16 "W x 15.5" D STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD CALSENSE TP -1 TRANSIENT PROTECTION BOARD TERMINAL BLOCKS FOR COMMUNICATION CABLE #6 SOLID COPPER GROUND WIRE CONNECT TO GRID. TERMINAL 120 VAC JUNCTION BOX FINISHED GRADE POURED CONCRETE PAD 24" x 24" x 8" DEEP SLOPE EDGES TO DRAIN 1 1/4" PVC CONDUIT /SWEEP FOR ELECTRICAL SERVICE 3" PVC CONDUIT FOR CONTROL WIRES TO VALVES 5/8" DIA. x 8' COPPER GROUND ROD W/ #10 GROUND WIRE AND BRONZE CLAMP W /IN PVC SLEEVE THRU SLAB 1" PVC CONDUITISWEEP FOR FLOW SENSOR/MCV WIRES N.T.S. L�J M O N v b P Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.6823530 www.studio - pad.com Job No.: PURPLE RECYCLED PVC LATERAL - 45 ELL TO PROPER Scale: DEPTH - REFER TO TECHNICAL SPECIFICATIONS. Drawn: RECTANGULAR VALVE BOX. BRAND LID WITH CONTROLLER & STATION #. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. CHRISTY STANDARD YELLOW I.D. TAG ON POTABLE WATER SYSTEMS. ON NON - POTABLE WATER SYSTEMS, I.D. TAG SHALL BE PURPLE IN COLOR W/ CONTROLLER & STATION NUMBER ON ONE SIDE AND "NON POTABLE WATER DO NOT DRINK" ON THE OTHER SIDE. FINISH GRADE �- 2 " MIN. . } f ' 4" MAX. 9 SPEARS SCH. 80 PVC BALL VALVE ": ' VALVE SIZE X CLOSE SCH. 80 PVC HI f i ( 1 :' mm,. NIPPLE (TYPICAL). SCH. 80 PVC 90 ELL SLIP X SLIP K $ � -"ha ELECTRIC CONTROL VALVE 314" SCREENED GRAVEL SUMP - 2 CU. FT. _41 ��. -� SCH. 80 PVC PIPE, LENGTH AS REQUIRED APPROVED GEOTEXTILE FILTER FABRIC EXTEND 10" UP VALVE BOX EXTERIOR WALLS -ALL SIDES. SERVICE TEE - SCH 80 PVC SOLVENT WELD OR GASKETED FITTING - REFER TO SPECIFICATIONS PURPLE RECYCLED PVC PRESSURE SUPPLY LINE NOTE DIAMETERS OF RISER, FITTINGS, BALL VALVE AND NIPPLE SHALL EQUAL CONTROL VALVE DIAMETER. LOOP ALL SPARE WIRES FROM CONTROLLER INSIDE EACH VALVE BOX (12" DIAMETER LOOP MIN.). VALVE ASSEMBLY TO REST ON GRAVEL SUMP. SUMP TO BE LINED WITH ONE CONTINUOUS PIECE OF GEOTEXTILE FILTER FABRIC EXTENDING FABRIC 10" UP ALL EXTERIOR SIDES OF VALVE BOX. VALVE BOX TO BE SET FLUSH WITH FINISH GRADE. VALVE ASSEMBLY TO BE CONTAINED AND CENTERED WITHIN VALVE BOX. NO PART OF ASSEMBLY TO CONTACT BOX LID. DO NOT CUT BOX. VALVE BOXES TO BE SPACED EVENLY FROM WALK OR CURB AND FROM EACH OTHER. -BOLT HOLE IN BOX TO FACE CURB OR WALK (REFER TO VALVE BOX LAYOUT DETAIL 1 -22). CONTROL VALVE ASSEMBLY DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: DATE SEC SK0L-T �L ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: / /LA -AIA 6411 MASIH MAHER GLENN PRUIM q /q / 13 P/� /2 DATE DATE N.T.S. CONTROLLER, ENCLOSURE AND ALL OF THE REQUIRED COMPONENTS SHALL BE PART OF A PRE - ASSEMBLED CONTROLLER ASSEMBLY CONTROLLER, ENCLOSURE DIMENSIONS WHEN CLOSED: 38 "H x 16 "W x 15.5" D STAINLESS STEEL, U.L. LISTED, PREDRILLED, REMOVABLE BACKBOARD CALSENSE TP -1 TRANSIENT PROTECTION BOARD TERMINAL BLOCKS FOR COMMUNICATION CABLE #6 SOLID COPPER GROUND WIRE CONNECT TO GRID. TERMINAL 120 VAC JUNCTION BOX FINISHED GRADE POURED CONCRETE PAD 24" x 24" x 8" DEEP SLOPE EDGES TO DRAIN 1 1/4" PVC CONDUIT /SWEEP FOR ELECTRICAL SERVICE 3" PVC CONDUIT FOR CONTROL WIRES TO VALVES 5/8" DIA. x 8' COPPER GROUND ROD W/ #10 GROUND WIRE AND BRONZE CLAMP W /IN PVC SLEEVE THRU SLAB 1" PVC CONDUITISWEEP FOR FLOW SENSOR/MCV WIRES N.T.S. L�J M O N v b P Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.6823530 www.studio - pad.com Job No.: CV16 -P Scale: NO SCALE Drawn: SML Checked; PAD IRRIGATION DETAILS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDPIDR /MIN /EIA Ll Ul DRAWING NO. 11528 SHEET 30 OF 47 V\ Z 0 U N Z O U 0 LL Z c+r) 0 N vi ao 0 w m E 0 U 0 Io C 0 L V CU .E V t d" GATE VALVE CHRISTY RECLAIMED WATER TAG FINISH GRADE 10" ROUND VALVE BOX BRAND "GV" ON LID OF VALVE BOX. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. 3/4" SCREENED GRAVEL SUMP 1 CU FT. 6" CLASS 160PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT TOP OF PRESSURE SUPPLY LINE 'VC PRESSURE SUPPLY LINE 'URPLE RECYCLED 'LIPxMIPT SCH.40 PVC \DAPTER (2) DATE VALVE W /BRASS CROSS HANDLE N.T.S. HUNTER PLD- 06 -18 -XX IN -LINE EMITTER TUBING - EMITTERS AT 18" INTERVALS HUNTER PLD -050 ADAPTER FITTING 1/2" SCH 40 FPT TEE (TYPICAL) PLANTING BED MULCH 12 EMITTER TUBING N.T.S. INTAKE HEADER MANIFOLD CHRISTY RECLAIMED WATER TAG 10" ROUND VALVE BOX BRAND "QC" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. FINISH GRADE —III NON - POTABLE CAP 3/4" SCREENED GRAVEL SUMP - 1 CU. FT. QUICK COUPLING VALVE =M;- I r 3" ac, l i 1" SCH 80 NIPPLE STAINLESS STEEL CLAMP (2) LENGTH AS REQUIRED iJ j 1 -1x3" SCH.80 PVC NIPPLE s� ,y � 0 1" SCH 80 FIPxFIP 90 ELL 1" SCH.80 PVC FIPxFIP 90 ELL 1 "x12" SCH.80 PVC NIPPLE 1/2" x 36" GALVANIZED STEEL SUPPORT PIPE 1" SCH. 80 PVC FIPxFIP 90 ELL 1 -1 "x3" SCH.80 PVC NIPPLE SERVICE TEE - SOLVENT WELD OR GASKETED FITTING. REFER TO TECHNICAL SPECIFICATIONS PRESSURE SUPPLY LINE PURPLE RECYCLED NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPEAPPROVED FOR THE USE OF RECYCLED WATER. QUICK CONNECT 10" ROUND VALVE BOX- P-'-"" CONTROLLER & STATION INTO VALVE BOX LID. 1/2" FPT X BARB ADAPTEF ACCEPT EXCALBUR TUBI 1/2" SLIP SLIP SCH 40 B 1/2" COIL OF EXCALIBER (I PVC) TUBING WITH 1/2" W VALVE - SEE BELOW. 10" VALVE BOX TO REST GRAVEL SUMP — 1/2" SxT SCH 40 RISER LENGTH AS REQ'D. 1/2" SxT SCH 40 ELL SET BOTTOM OF CAP AT GRADE CAP SHALL BE A PURPLE RECYCLE WATER CAP SPRAY NOZZLE LOCATE 4" AWAY FROM WALLS AND OTHER VERTICAL SURFACES. CURB AND GUTTER OR SIDEWALK WHERE APPLICABLE 12" HI -POP SPRAY BODY II PURPLE RECYCLED r— PVC LATERAL SCH. 40 PVC FITTING FLEX PIPE NOTE: 12" POP -UP SPRAY HEADS TO BE PLACED FOUR INCHES (MIN) FROM EDGE OF CURB OR SIDEWALK, OR PER CITY GUIDELINES. USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. N.T.S. 1 211 POP -U P SPRAY HEAD � Iv/ PLAN 18 "x1/2" I.D. EXCALIBUR IRRIGATION HOSE INSERT x MIP 90 ELL SCH 40 PVC FROM EXHAUST MANIFOLD 10" ROUND VALVE BOX 112" SLIP X SLIP SCH 40 BALL VALVE DRIP LINE FLUSH VALVE NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. Aqua Commercial Irrigation 810 Los Vallecitos Blvd, Suite 204 San Marcos, California 92069 ac I Ph: (760)750 -1900 Fax: (760)750 -1999 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK VILTS ('0 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' 0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 ULCH LL (TYPICAL) ADAPTER FITTING 18 -XX IN -LINE EMITTER S AT 18" INTERVALS FINISH GRADE 1/2" PVC SCH 40 EXHAUST RISER EXHAUST HEADER TERMINATION OF SYSTEMS & RISERS AS REQ'D. 1/2" PVC SCH 40 SUPPLY OR EXHAUST HEADER 1/2" SCH 40 TEE TO FLUSH VALVE ASSEMBLY 1/2" SCH 40 PVC PURPLE RECYCLED PIPING, LENGTH AS REQUIRED N.T.S. INSTALL TUBING 3" FROM CURB OR WALK HUNTER PLD- 060 -18 -XX IN- LINE EMITTER TUBING EMITTERS AT M 18" INTERVALS HUNTER PLD -050 ADAPTER - FITTING (HUNTER PLD TUBING TO PVC ' FITTING) co 18" TUBE SPACING (TYPICAL). PVC EXHAUST HEADER ASSEMBLY & N FITTINGS 3/4" END PIPE HEADER 3" FROM CURB, WALL OR WALK TYP. ALL SIDES LINE FLUSHING VALVE (SEE DETAIL #10 THIS SHEET) I NUNItKFLU-1CCVKYLV -tLt$ FOR SURFACE MOUNTED CONNECTIONS CURB, WALK, WALL OR FENCE NOTE: TUBING SHALL BE STAPLED TO THE SOIL SURFACE 3' O.C. ALONG EACH TUBING LENGTH WITH 6" LONG SOIL STAPLES OR 6" LONG JUTTE MATT STAKES. 11 IN LINE EMITTER TUBING LAYOUT N.T.S. RAINBIRD XB -20PC EMITTERS ON 1/4" \RBED CONN CE OVER RO R TUBING IGS N.T.S. � EMITTERT U BING AT TREES LAYOUT '4A 1 % N.T.S. DEPARTMENT OF ENVIRO. HEALTH ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: REVIEWED BY: / Scr- SkFE r a 6 zo - ✓✓t — MASIH MAHER GLENN PRUIM 9 /q/ I3 P /P / DATE DATE DATE %%%/%��j \ j ' m !. i i i Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio - pad.com Job No.: CV16 -P Scale: NO SCALE Drawn: SML Checked: PAD IRRIGATION DETAILS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 NING CASE NO: 11 -189 TMDB /CDPIDRIMINIEIA L14,02 DRAWING NO. 1152 SHEET 31 OF 47 E Z O N z O U W O LL IL O z M 0 N 00 0 rn c m E 0 0 c 0 rA C V I' U 1/2" PVC SCH 40 SUPPLY RISER 11-11 i TRENCH FOR SUPPLY & EXHAUST HEADERS 9! i 12" 3/4" X 1/2" X 3/4 ", S x S x T —) I- I —I PVC SCH 40 TEE OR ELL PURPLE RECYCLED 3/4" PVC SCH 40 SUPPLY OR EXHAUST 1 I- (RISERS 18 HEADER HEADER , -I F - { I_. _ & AS REQ'D ' 12 EMITTER TUBING N.T.S. INTAKE HEADER MANIFOLD CHRISTY RECLAIMED WATER TAG 10" ROUND VALVE BOX BRAND "QC" INTO VALVE BOX LID. REFER TO TECHNICAL SPECIFICATIONS. VALVE BOX TO REST ON GRAVEL SUMP. FINISH GRADE —III NON - POTABLE CAP 3/4" SCREENED GRAVEL SUMP - 1 CU. FT. QUICK COUPLING VALVE =M;- I r 3" ac, l i 1" SCH 80 NIPPLE STAINLESS STEEL CLAMP (2) LENGTH AS REQUIRED iJ j 1 -1x3" SCH.80 PVC NIPPLE s� ,y � 0 1" SCH 80 FIPxFIP 90 ELL 1" SCH.80 PVC FIPxFIP 90 ELL 1 "x12" SCH.80 PVC NIPPLE 1/2" x 36" GALVANIZED STEEL SUPPORT PIPE 1" SCH. 80 PVC FIPxFIP 90 ELL 1 -1 "x3" SCH.80 PVC NIPPLE SERVICE TEE - SOLVENT WELD OR GASKETED FITTING. REFER TO TECHNICAL SPECIFICATIONS PRESSURE SUPPLY LINE PURPLE RECYCLED NOTE: QUICK COUPLER VALVES SHALL BE OF A TYPEAPPROVED FOR THE USE OF RECYCLED WATER. QUICK CONNECT 10" ROUND VALVE BOX- P-'-"" CONTROLLER & STATION INTO VALVE BOX LID. 1/2" FPT X BARB ADAPTEF ACCEPT EXCALBUR TUBI 1/2" SLIP SLIP SCH 40 B 1/2" COIL OF EXCALIBER (I PVC) TUBING WITH 1/2" W VALVE - SEE BELOW. 10" VALVE BOX TO REST GRAVEL SUMP — 1/2" SxT SCH 40 RISER LENGTH AS REQ'D. 1/2" SxT SCH 40 ELL SET BOTTOM OF CAP AT GRADE CAP SHALL BE A PURPLE RECYCLE WATER CAP SPRAY NOZZLE LOCATE 4" AWAY FROM WALLS AND OTHER VERTICAL SURFACES. CURB AND GUTTER OR SIDEWALK WHERE APPLICABLE 12" HI -POP SPRAY BODY II PURPLE RECYCLED r— PVC LATERAL SCH. 40 PVC FITTING FLEX PIPE NOTE: 12" POP -UP SPRAY HEADS TO BE PLACED FOUR INCHES (MIN) FROM EDGE OF CURB OR SIDEWALK, OR PER CITY GUIDELINES. USE TEFLON TAPE ON ALL THREADED CONNECTIONS UNLESS SPECIFICALLY INDICATED BY THE MANUFACTURER OF THE COMPONENT TO NOT USE TEFLON TAPE. N.T.S. 1 211 POP -U P SPRAY HEAD � Iv/ PLAN 18 "x1/2" I.D. EXCALIBUR IRRIGATION HOSE INSERT x MIP 90 ELL SCH 40 PVC FROM EXHAUST MANIFOLD 10" ROUND VALVE BOX 112" SLIP X SLIP SCH 40 BALL VALVE DRIP LINE FLUSH VALVE NOTES: 1. Refer to Sheet LI -0.01 for Irrigation Schedules and Notes. Aqua Commercial Irrigation 810 Los Vallecitos Blvd, Suite 204 San Marcos, California 92069 ac I Ph: (760)750 -1900 Fax: (760)750 -1999 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK VILTS ('0 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' 0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 ULCH LL (TYPICAL) ADAPTER FITTING 18 -XX IN -LINE EMITTER S AT 18" INTERVALS FINISH GRADE 1/2" PVC SCH 40 EXHAUST RISER EXHAUST HEADER TERMINATION OF SYSTEMS & RISERS AS REQ'D. 1/2" PVC SCH 40 SUPPLY OR EXHAUST HEADER 1/2" SCH 40 TEE TO FLUSH VALVE ASSEMBLY 1/2" SCH 40 PVC PURPLE RECYCLED PIPING, LENGTH AS REQUIRED N.T.S. INSTALL TUBING 3" FROM CURB OR WALK HUNTER PLD- 060 -18 -XX IN- LINE EMITTER TUBING EMITTERS AT M 18" INTERVALS HUNTER PLD -050 ADAPTER - FITTING (HUNTER PLD TUBING TO PVC ' FITTING) co 18" TUBE SPACING (TYPICAL). PVC EXHAUST HEADER ASSEMBLY & N FITTINGS 3/4" END PIPE HEADER 3" FROM CURB, WALL OR WALK TYP. ALL SIDES LINE FLUSHING VALVE (SEE DETAIL #10 THIS SHEET) I NUNItKFLU-1CCVKYLV -tLt$ FOR SURFACE MOUNTED CONNECTIONS CURB, WALK, WALL OR FENCE NOTE: TUBING SHALL BE STAPLED TO THE SOIL SURFACE 3' O.C. ALONG EACH TUBING LENGTH WITH 6" LONG SOIL STAPLES OR 6" LONG JUTTE MATT STAKES. 11 IN LINE EMITTER TUBING LAYOUT N.T.S. RAINBIRD XB -20PC EMITTERS ON 1/4" \RBED CONN CE OVER RO R TUBING IGS N.T.S. � EMITTERT U BING AT TREES LAYOUT '4A 1 % N.T.S. DEPARTMENT OF ENVIRO. HEALTH ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: REVIEWED BY: / Scr- SkFE r a 6 zo - ✓✓t — MASIH MAHER GLENN PRUIM 9 /q/ I3 P /P / DATE DATE DATE %%%/%��j \ j ' m !. i i i Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio - pad.com Job No.: CV16 -P Scale: NO SCALE Drawn: SML Checked: PAD IRRIGATION DETAILS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 NING CASE NO: 11 -189 TMDB /CDPIDRIMINIEIA L14,02 DRAWING NO. 1152 SHEET 31 OF 47 E Z O N z O U W O LL IL O z M 0 N 00 0 rn c m E 0 0 c 0 rA C V I' U SECTION 02810 IRRIGATION SYSTEM PART[- GENERAL 1.01 WORK INCLUDED - Work of this Section generally includes provision of an underground irrigation system including the following: A. Trenching, stockpiling excavation materials, and refilling trenches. B. Complete system including but not limited to piping, valves, fittings, heads, controller wiring and final adjustments to insure efficient coverage as determined by Consultant. C. Water Connections. D. Replacement of unsatisfactory materials. E. Clean up, inspection, and approval. R Tests. 1.02 REFERENCES A. Perform Work in accordance with requirements of Conditions of the Contract and division 01 - Generai Requirements as well as provisions of all applicable laws, codes, ordinances, rules, and regulations. B. Conform to requirements of reference information listed below except where more stringent requirements are shown or specified in Contract Documents. 1. American Society for Testing and Materials (ASTM) - Specifications and Test Methods specifically referenced in this Section. 2. Underwriters Laboratories (UL) - UL Wires and Cables. 1.03 QUALITY ASSURANCE A. Special Requirements: 1. Tolerances - Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for removal of finish grade treatment, refilling, recompaction, and repair of finish grade treatment. 2. Coordination With Other Contracts - Protect, maintain, and coordinate Work with Work under other Sections. 3. Damage To Other Improvements - Contractor shall replace or repair damage to grading, utilities, soil preparation, seeding, sodding, or planting done under other Sections during work associated with installation of irrigation system at no additional cost to Owner. 4. Work involving substantial plumbing for installation of backflow preventers, copper service and related work shall be executed by licensed and bonded plumber(s), performed in accordance with prevailing codes and regulations. 5. Work involving connection to, installation, or extension of 120 volt or greater electrical service, shall be executed by a licensed and bonded electrician, performed in accordance with prevailing codes and regulations_ 1.04 SUBMITTALS - Prepare and make submittals in accordance with conditions of the Contract. A. Submit all products to Owner for approval. B. Controller Drawings 1. Provide one controller drawing for each automatic controller installed. a. Controller drawing may be same size reproduction of record drawing, if scale permits fitting inside controller door without folding drawing. If photo reduction prints are required, keep reduction to maximum size possible to retain full legibility. b. Controller drawing shall be blueline print of actual "as-buff" system, showing area covered by that controller. c. Identify area of coverage of each remote control valve, using a distinctly different pastel color for each zone. Highlight heads, lateral piping, and control valves. tl. Following review of controller drawings by Consultant, hermetically seal each drawing between two layers of 20 mil thick clear plastic. e. Controller drawings shall be completed and approved by Consultant prior to final completion walk- through of irrigation system. f. Attach approved controller drawing to inside of each controller door using self - adhesive Velcro strips. C. Operation Manual: See Section 01700 Contract Closeout, Paragraph 1.07, for description and timing of Operation Manual submittal. Include the following information: 1. Index sheet stating project name, and listing company, address, phone number and contact person of Owner, Landscape Architect and Contractor, including Primary Subcontractors. 2, Manufacturer Technical Manual for controllers. 1.05 DELIVERY, STORAGE, and HANDLING - Deliver, unload, store, and handle materials, packaging, bundling, products, in dry, weatherproof, waterproof condition in manner to prevent damage, breakage, deterioration, intrusion, ignition, and vandalism. Deliver in original unopened packaging containers prominently displaying manufacturer name, volume, quantity, contents, instructions, and conformance to local, state, and federal law. Remove and replace cracked, broken, or contaminated items or elements prematurely exposed to moisture, inclementweather, snow, ice, temperature extremes, fire, orjobsite damage. A. Handling of PVC Pipe - Exercise care in handling, loading and storing of PVC pipe. All PVC pipe shall be transported in a vehicle which allows length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections or pipe that have been dented or damaged shall be discarded, and if installed, shall be removed and replaced with new piping. 1.06 JOB SITE CONDITIONS A. Protection of Property: 1. Preserve and protect all trees, plants, monuments, structures, and paved areas from damage due to Work of this Section. In the event damage does occur, all damage to inanimate items shall be completely repaired or replaced to satisfaction of Owner. All injury to living plants shall be repaired by Owner, and all costs of such repairs shall be charged to and paid by Contractor. 2. Protect buildings, walks, walls, and other property from damage. Barricade open trenches. Damage caused to asphalt, concrete, or other building material surfaces shall be repaired of replaced at no cost to Owner. Restore disturbed areas to original condition. B. Existing Trees: 1. All trenching or other Work under limb spread of any and all trees shall be done by hand or by other methods so as to prevent damage to limbs or branches. 2. Where it is necessary to excavate adjacent to existing trees, use all possible care to avoid injury to trees and tree mots. Excavation, in areas where two inch and larger roots occur, shall be done by hand. Roots two inches or larger in diameter, except directly in the path of pipe of conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenching machine is operated close to trees having roots smaller than two inches in diameter, wall of trench adjacent to tree shall be hand trimmed, making clean cuts through roots. Roots one inch and larger in diameter shall be painted with two coats of "Tree Seal ". Trenches adjacent to trees shall be closed within 24 hours, and when this is not possible, side of trench adjacent to tree shall be kept shaded with moistened burlap or canvas. C Protection and Repair of Underground Lines 1. Request proper utility company to stake exact location (including depth) of all underground electric, gas, or telephone lines. Take whatever precautions are necessary to protect these underground lines from damage. In the event damage does occur, all damage shall be repaired by Contractor, and all costs of such repairs shall be paid by Contractor unless other arrangements have been made. D. Replacement of Paving and Curbs - Where trenches and lines cross existing roadways, paths, curbing, etc, damage to these shall be kept to a minimum and shall be restored to original condition as deemed acceptable by Owner's Representative. 1.07 WARRANTYIGUARANTY - Contractor shall warrant materials against defects for a period of one year from date of Substantial Completion. Contractor shall guarantee workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with manufacturer /distributor. A. Settling of backfilled trenches, which may occur during guaranty period, shall be repaired by contractor at no expense to Owner, including complete restoration of damaged property and landscape improvements. B. Expenses due to vandalism before substantial completion shall be borne by Contractor C. Owner or Representative Maintenance Company will maintain turf and planting areas during warranty period, so as not to hamper proper operation of irrigation system. 1.08 MAINTENANCE A. Furnish the following maintenance items to Owner prior to final Acceptance: 1. 2 Sets of special tools required for removing, disassembling, and adjusting each type of sprinkler head and valve supplied on this Project. 2, Two 6 -foot valve keys for operation of gate valves or stop and waste valves (if applicable). 3. 2 keys for each automatic controller. 4. 5 sprinkler bodies of each size /type used. 5, 200' of drip line of the type specified. PART 11- PRODUCTS 2.01 MATERIALS: A. General Piping: 1, Recycled Water Pressure Supply Lines - Schedule 40BE (1" - 1 1 /2 "), Class 315BE (2'- 2- 1/2°), Class 200 Gasketed (3" and larger). 2. Non - pressure Lines - Schedule 40BE. 3. Drip Tubing (3/4 ") - Hunter PLO in Line Emitter Tubing. 4. Emitter tubing (1/4 ") - Hardie EHD 0437- DURA -POL Hose. 5. Blow,Out tubing (112') - Salco %" AIR PVC flex hose B. Plastic Pipe and Fittings: CHANGE NO. 1. Identification Markings: 5. 3. Boring will be permitted only where pipe must pass under obstruction(s), which cannot be When parallel to roadway, sidewalk, or other permanent element or structure, control valve and box to be installed perpendicular to element or structure, spaced equally. IRRIGATION SCHEDULES a. All pipe to be identified with following indelible markings. removed, and must be approved by consultant if not specifically indicated on construction F. Drip Valve Assemblies - Install drip valve assembly as detailed and as described above in the section D. Walk T Through for Substantial Completion: M May - 1) Manufacturer's name. drawings. Final density of backfill shall match that of surrounding soil. Use of sleeves of 0.8959 - _- -- titled "Electric Control Valves ". valve location (in valve box), and at minimum 500 feet intervals. Form expansion 1 1. A Arrange for Consultant's presence a minimum of 48 hours in advance of walkthrough. d 2) Nominal pipe size suitable diameter is acceptable if installed first by jacking or boring, and pipe laid through G. Sprinkler Heads Peak Month (July) Run Time Calculator loop by wrapping wire at least 8 times around a 314 inch pipe and withdrawing pipe. 2 - 3) Schedule of class. sleeves. Observe same precautions as though pipe were installed in open trench. 4. Refer to drawings for 1. Install sprinkler heads where designated on Drawings or where staked. Spacing of heads shall p Rotators - Low Water Use Shrubs d. M Make splices and electric control valve connections using Ramord Pentite connectors t 4) Pressure rating. sleeving schedule and sizing requirements . July 1 not exceed the maximum indicated on Drawing unless re- staked as directed by Consultant. In 1.0OOD 5) NSF (National Sanitation Foundation) seal of approval. 5. Install vertical piping as required to reach correct piping depth when sleeving into walled accordingly. A . no case shall the spacing exceed maximum recommended by manufacturer. Precip Rate 043 Dist Unit 70% Total Area. 6) Date of extrusion. planters. 3. O b 2. Set plum to finish grade as detailed. Install heads on double swing -joint risers of schedule as '.September '.. 0 21,563 7) The words 'CAUTION RECLAIMED WATER" printed every 24" on two sides of the pipe. Reclaimed (non - potable) Water Pressure Supply Lines only. 3.03 INSTALLATION - Locate other equipment as near as possible to locations designated on construction P g n box. b detailed on 4" and 6" pop-up bodies, install flexible swing joint as detailed on 12' pop -up bodies. - - Angled nipple relative to non pressure line shall be no more than 45 degrees or less than 10 Precip. '.peak ET ET per Week. w/ Irrigation Efficency Watering Required Watering Will ! Watering Watering', 8) Reclaimed (non - potable) Water Pressure Supply Line shall have an integral _ drawings. Deviations shall be approved by Consultant priorto installation. f. I degrees. Adjust heads to correct height after sod is installed. ,� ,� Rate. Application (Imonth): ( /week)_ _ App Ratellrng Eff. Per Week _ Per Week .. _ Days_ Minutes purple color. "' 0 0 4027 -- 3. Adjust part circle heads for proper coverage. Plant placement shall not interfere with intended .Month per Week and Kc Value in hours his in minutes min. per week per Day December " A. PVC Piping "° 0 sprinkler head coverage, piping, or other equipment. Consultant may request nozzle changes e {.30 Kc (PF) value) e) 2. Solvent Weld Pipe - Manufactured from virgin polyvinyl chloride (PVC) compound in L Snake pipe in trench as much as possible to allow for expansion and contraction. or adjustments without additional cost to the Owner. - -- - - - accordance with ASTM D2241 and ASTM D1784; cell classification 12454 -B, Type 1, Grade 2. When pipe laying is not in progress, or at end of each day, close pipe ends with tight plug or 4. Install sprinkler heads 3' from curbs and sidewalks, 12" from vertical surfaces such as walls and 0.43 July. 5.86 1 37 11 .0.59 1.36 his 82 min. 4 _ 20 I. cap. [Perform work in accordance with good practices prevailing in piping trades]. During walk- through, expose all drip emitters under operations for observation by Consultant . fences I I.. h. R a. Fittings - Standard weight, Schedule 40, injection molded PVC; complying with ASTM 3. Coordinate pressure supply line installation with required bedding operations. 4. Stake PVC details. H. Valve Boxes: Spray Sprinklers - Low Water Use Shrubs Coil a minimum of ten (10) feet at termination and install in 10" round valve box. m D1784 and D2466, cell classification 12454 -B. all above grade piping per 1. Install one valve box for each type of valve installed as detailed flush with grade for all sodded Label all wires at termination. E E Walk- T 1) Threads - Injection molded type (where required)_ 5. Use 45-' ells when making perpendicular crossings of above grade PVC piping, to depress areas, and 1/2" above grade forall seeded areas. Precip Rate 1.98 Dist Unit 85% Total Area 140j 2) Tees and ells - Side gated. bottom pipe. 2. Valve box extensions are not acceptable except for master valve. Preci Peak ET ET r Week P lie w/ Irri ation Efficenc Watering Ired g y g Reek Watering, d Watering Watering g g b. Threaded Nipples - ASTM D2464, Schedule 80 with molded threads. 6_ Lay pipe and make all plastic to plastic joints in accordance with manufacturer's connection must be made by a licensed Electrician a 3. Install gravel sump after compaction of all trenches. Valve box to rest on gravel sump. Place at time of final completion walk through to insure correction of all incomplete items. c. Joint Cement and Primer - Type as recommended by manufacturer of pipe and recommendations. final portion of gravel inside valve box after valve box is backfilled and compacted. RRate; Application 3ches/monhes/week aeon App Rateilmg Eff._ Per Week Per Week (lays. Minutes finings. 7. Gasketed End Pipes. 1. Gate Valves - Install where shown on Drawings as detailed. Month per Week and Kc Value in hours this in minutes rrin per week per Day 3. Gasketed End Pipe - Manufactured from virgin polyvinyl chloride compound in accordance a. Lay pipe and make pipe to fitting or pipe to pipe joint, following OR70 (.30 Kc (PF) value) with ASTM D2241 and ASTM D1784, cell classification 12454 -8, Type 1, Grade 1. recommendations (Johns - Manville Guide for Installation of Ring -Tite Pipe), or pipe J. Emitters - Install as detailed at the quantities indicated on the drawings for each tree within drip zones �, July 5.86 1 37 D 75 038 hrs 23 trio 4 6 - '.. a. Fittings - Ductile iron with push -on joints or mechanical joint, manufacturer's recommendations. as supplemental watering. _ _ _ _ _ _ _ _ b. Gaskets - Factory installed in pipe and fittings, having a metal or plastic support within b. Construct thrust blocks behind all gasketed fittings, tees, bends, reducers, line valves, gasket or a- plastic retainer ring for gasket and caps in accordance with pipe manufacturer's recommendations_ Contact Bubblers - Tree Supplemental Water Rooted Area Total Zone GPM Constant Flow Rate c. Lubricant - As recommended by manufacturer of pipe fittings. Consultant prior to placing thrust blocks, for observation of thrust block excavation and initial placement. Size thrust blocks based on following table: K. Control Wiring. Precip Rate. 1.09 44.15 at 0.5 1 96-25 ! 0.25 C. Low Pressure /Volume Systems. 1. All control wiring to be laid to bottom and side of pressure supply line trench. Separate wire I Dist Unit 85% 1. Emitter Tubing as indicated on drawings trenches will not be allowed unless approved by Consultant prior to installation. Precip. Peak ET ET per Week w! Irrigation Efficency Watering Required Watering Req'd Watering Watering -. 2. Drip Tubing - Manufactured of UV resistant flexible vinyl chloride compound conforming to THRUST BLOCK SIZING GUIDE: L. Backfilling - Do not begin backfilling operations until required system tests have been completed. - - - -- ASTM D1248, Type 1, Class C Category 4, P14 and ASTM D3350 for PE 1221110. Backfill shall not be done in freezing weather except with prior approval by Consultant. Leave Rate: Application ( "fmonth)',. ( "I week) App Ratefirng Eff- Per Week Per Week Days Minutes 3. Fittings - As recommended by tubing manufacturer. Divide soil bearing strength by thrust developed for specific fitting size to determine minimum size trenches slightly mounded to allow for settlement after backfillin is completed. Trenches shall be g cow p Month Week and Kc Value in hours him in minutes tTin r week Day 4. Drip Valve Assembly -Type and size shown on drawings. (I'l of each thrust block. No thrust block shall be smaller than 1 Fl finish graded prior to walk- thror.gh of system by Consultant. {.58 Kc (PF) value) a. Wye Strainer - Plastic /fiberglass construction with 200 -mesh nylon screen, 1. All pressure supply lines shall be bedded with construction grade sand 4" below invert of pipe, July 5.86 1 37_ 093 0.86 51 4 13 manufactured by Hunter Industries, Inc. Size as noted on drawings. Thrust developed per 100 -PSI pressure (lbs force) for various fitting configurations. to 6" above top of pipe and width of trench. .1.09 111. .hrs frill. In Control Valve - 2 way, solenoid pilot operated type made of synthetic, non - corrosive 2. Materials - Excavated material is generally considered satisfactory for backfill purposes after material: diaphragm activated and slow closing. Include freely pivoted seat seal. completing bedding requirements. Backfill material shall be free of rubbish, vegetable matter, retained (mounted) without attachment to diaphragm. c. Pressure Reducing Valve - Plastic construction with pre -set pressure regulation and Pipe Fitting Fitting Valves, Tees Size 90 Elbow 45 Elbow Dead Ends frozen materials, and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not suilable for backfill shall be hauled away. Contractor shall be - __ -- -- - -" Drip Systems - Low Water Use Shrubs -- I I I -- sized for zone flow rate. ___ responsible for providing suitable backfill if excavated material is unacceptable or not Precip Rate: 0.43 ! Dist Unit 85% Total Area Dripper Spacing Tubing Spacing Flow Rate D. Copper Pipe and Fittings. v2° 300 200 200 sufficient to meet backfill, compaction, and final grade requirements. pR- 231 i x Dripper Flan Rate h f Orl r { gp )( ppe_SpacirxJxTubtngSpacing) 10,367 18 16 0.60 I. Copper Pipe - Type'K' hard tempered. 3. Do not leave trenches open for a period of more than 48 hours. Open excavations shall be -- -- - -- 2. Fittings - Wrought copper joint type. 2„ 500 300 400 protected in accordance with OSHA regulations. _... 3. Joints - Soldered with solder, 45% silver, 15:o copper, 16% zinc, and 24% cadmium and 3 1.000 600 800 4. Compact backfill to 90% maximum density in 6" lifts, determined in accordance with ASTM Precip. Peak ET ET r Week: p wf Irrigation Efficency Watering Required Watering Req'd !. Watering Watering g solidus at 1125' F and liquids at 1145' F. 4 1.800 1,100 1,300 D155 -7 utilizing the following methods: Rate Application tchesttnonhestweekoirer: App Ratefirng Eff. Per Week _9 Per Week Days_ Minutes E. Gate Valves: a. Mechanical tamping. 1. Gate Valves for 3A inch through 2 -1/2 Inch Pipe - Brass construction: solid wedge, IPS b. Puddling or polding. Puddling or ponding and lorjetting is prohibited within 10'- 0" of ,Month per Weak and Kc Value In hours in mutes min per week per Day threads, and non -rising stern with wheel operating handle. APPROXIMATE BEARING STRENGTH OF TYPICAL SOILS. I building or foundation walls .hrs {.30 Kc (fal value) 2. Gate Valves for 3 inch and Larger Pipe - Iron body, brass or bronze mounted AWWA ate M. Piping Under Paving 043 July 5.86 1 37 048 1,13.hrs 68 min 4 17 valves with a clear waterway equal to full nominal diameter of valve; rubber gasket or 1. Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of the I - -- _ -- mechanical joint -type only Valves shall be able to withstand a continuous working pressure Soil Type ITS/Ft 2 aggregate base for all pressure and non - pressure piping installed under asphaltic concrete or Established Plantings: _... ! Establishing Plantings: of 150 PSI and be equipped with a square operating nut concrete paving. Run Times by Month: Run Times by Month 'I F. Valve Boxes: 2. Piping shall be bedded with construction grade sand or squeegee - 6 inches below pipe to 6 Low Shrubs -. Low Shrubs Trees Low Shrubs Low Shrubs I Low Shrubs Trees Low Shrubs 1. Gate Valves, Drip ine Blow -out Stubs, and Wire Stub Box - Carson #910 -10 -4 w/ non -bolt Mulch, Peat, eta 0 inches above pipe and width of excavation 111-1 Mp Rotators Spray_ 8ubbiers Dip Mj, Rotators Spray_ Bubblers Drip down cover. Soft Clay 500 3. Compact backfill material in 6 -inch lifts at 95% maximum density determined in accordance -- '. 2. 314 Inch through 2 -Inch Control Valves- Carson #1419- 12 -33B w/ bolt down cover. Sand 1,000 with ASTM D1557 using manual or mechanical tamping devices. 3. Drip alve Assemblies - Carson #1419 -12 -3B w/ bolt dawn cover P and Gravel 1,500 4. Sand and Gravel With Clay 2,000 Set in place, cap, and pressure test all piping under paving, in presence of consultant or Owner prior to Jan 6 2 4 Feb 8 2 5 5 ,Jan 13 6 ', Feb 15 '. 4 8 11 4 10 13 4. Control Wiring lices - Carson #910 -12 -3B w! bolt down cover. g P backfilling and paving operations. - 4. Master Valve - Rectangular with extension see construction details g ( } Sand and Gravel Cemented with Clay 4,000 5. Piping under exatin walks or concrete pavement shall be done b P g g p y jacking, boring, or Mar 12 3 7 10 Mar 24 7 15 20 5. Provide stainless steel bolts for valve box covers where required and indicated above. Hard Pan 5,000 hydraulic driving, but where cutting or breaking of walks and /or concrete is necessary, it shall April 16 4 10 13 IApril 31 9 20 26 G. Electrical Control Wiring. be done and replaced at no cost to Owner. Obtain permission and prior approval to Cut or May 18 5 12 15 'May 37 16 23 30 1. Low Voltage: break walks and /or concrete from Owner _ June 20 5 12 16 - 'June 40 _ 11 25 33 a. Electrical Control Wire - AWG OF UL approved No 14 gauge direct burial copper N. Water Supply and Point of Connection - Water supply shall be extended as shown from water supply July 21) 6 13 17 !July 41 11 26 34 iree5for all control wires, and No 12 gauge direct burial copper wire for all common i lines. 5 Aug 20 12 16 Aug 39 11 25 32 B. Drip Tubing b. Wire Colors. 1. Install fitting connections per manufacturer's recommendations. 3.04 FIELD QUALITY CONTROL Sept 16 4 10 13 .Sept 31 9 20 26 1) Control Wires - Red. 2. Install drip tubing on the surface as detailed. Only intake and exhaust manifolds shall be Oat 12 3 7 _ 10 _ ''.Oct 24 7 15 20 2) Common Wires - White Controller A, White with Black Stripe Controller B' p installed below grade at 12' deep, with riser and adapter assemblies extending to grade level. A. Owner to be notified to observe all testing and before anything is backfilled. Nov 6 2 5 7 !Nov 16 5 10 14 3) Master Valve Wires -Blue, 3. Tubing shall be installed in parallel, even) spaced rows as indicated on the drawings. 9 P Y P 9 B. Flushing - After piping, risers, and valves are in place and connected, but prior to installation of Dec 6 2 4 5 Dec 13 4 8 11 4) Spare Wires - Green (labeled at terminations). Distance between roves shall not deveiate more then 1 "from row to row. emitters, quick coupling valves, and air release valves. thoroughly flush piping system under full head - - - -- ___ -- 11 - - - - -- 5) Future Wires - Same as control and common wire (labeled at terminations). 4. Staple tubing to soil surface at minimum of 3 on center or as detailed. of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthermost valves. - Run fares are based on 4 days/week times are based _- wee ___ -- an 4 days/ k c. Control wire connections and splices shall be made with 3M direct bury splice. Rain 5. Install drip line blowout stubs at all dead ends of drip tubing. Cap risers after flushing. .Run Bird Pentite connectors or similar d splice method. dry p 6. Any deviations from drip tube routing shown on drawings must be approved by Consultant C_ Testing - Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of - 2. High Voltage - g tag Type required by local codes and ordinances, of proper size to accommodate prior to installation. An changes exceeding a 5% increase in the length of the drip tubing or p Y g P 9 4S ho e hours n advance of testing. Supply force pump and all other test equipment The above projected run tlmes are for established lantln s The above projected run limas are for establishing (new) plantings F p_ g } 9 needs of equipment y pment serviced. the tie in placement of the pvc /poly adapter indicated on the drawings must be approved b p PP Y 1. After backfillin and installation of all control valves r g, , quick coupling calves, drain valves, and __..... ......... and are based on historical Eto rates. Van Variation m. historical and are based on historical Ete rates. Variation in historical histo sbncat H. Electric Control Valves - As indicated on drawings. the Consultant prior to installation. air release valves, fill pressure supply line with water and pressurize to 40 PSI over the Eb will require schedule adjustments. _ _ _ Elio will require schedule adpastmeme. - I. Sprinkler Heads - As indicated on drawings. Fabricate riser /swing joint units in accordance with designated static pressure or 120 PSI, whichever is greater, for a period of 2 hours. -- -- -- details on Drawings - with riser nipples of same size as riser opening in sprinkler body. C. Control Wiring 2. Leakage, Pressure Loss - Test is acceptable t no leakage or loss of pressure is evident -- Month. _ -- " EW yo of Peak -- -- J. Controller - As indicated on drawings. 1. Low Voltage Wiring. during test period. K. Emitters and Emitter Components - AS indicated on the Drawings. a. Bury control wiring between controller and electric valves in pressure supply line 3. Leaks - Detect and repair leaks. January ' � , 0.3123 ' trenches, with wires consistently located below and to one side of pipe, on top of initial 4. Retest system until test pressure can be maintained for donation of test. February '. _ 0 3754 _ _ pipe bedding, or in separate trenches. 5. Before final acceptance pressure supply line shall remain under pressure for a period of 48 March 05836 PART III - EXECUTION 3.01 INSPECTION - Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory conditions have been corrected. A. Grading operations, with the exception of final grading, shall be completed and approved by Owner prior to staking or installation of any portion of irrigation system except sleeving. 3.02 PREPARATION A. Staking shall Occur as Follows: 1. Mark with powdered lime or marking paint, routing of pressure supply line and flag heads and control valve locations for first series of zones as directed by Landscape Architect. Contact Landscape Architect 48 hours in advance and request rev ew of staking. Landscape Architect will review staking and direct changes if required. Staking review does not relieve installer from coverage problems due to improper placement of heads after staking. B. Install sleeving under asphalt paving and concrete walks, prior to concreting and paving operations, to accommodate piping and wiring. Compact backfill around sleeves to 95% Standard Proctor Density within 2% of optimum moisture content in accordance with ASTM D1557. C. Trenching - Trench excavation shall follow, as much as possible, layout shown on Drawing. Dig trenches straight and support pipe continuously on bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shall be over, excavated as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for type of piping. 1. Clearances: a. Piping Smaller than 3 Inches - Trenches shall have a minimum width of 7 inches. b. Line Clearance - Provide not less than 6 inches of clearance between each line and not less than 12 inches of clearance between lines of other trades. 2. Pipe and Wire Depth: a. Pressure Supply Piping - 18 inches from top of pipe. b. Non - pressure Piping (drip main laterals) - 12 inches from top of pipe. G . Non- pressure Piping (drip emitter tubing and site laterals) - 12 inches from top of pipe. d. Control Wiring - Side and bottom of pressure supply line. b. B Bundle all 24 volt wires at 10 foot intervals with electrical or duct tape. h hours. A April " "' 0 0 7662 c. P Provide an expansion loop at pressure supply line angle fittings, every electric control D D. Walk T Through for Substantial Completion: M May - -- 0 0.8959 - _- -- valve location (in valve box), and at minimum 500 feet intervals. Form expansion 1 1. A Arrange for Consultant's presence a minimum of 48 hours in advance of walkthrough. d dune ' '" 0 0.9676 I 11 loop by wrapping wire at least 8 times around a 314 inch pipe and withdrawing pipe. 2 2. E Entire system shall be completely installed and operational prior to scheduling of walk - - - d. M Make splices and electric control valve connections using Ramord Pentite connectors t through. All sodded areas are to be complete with head height and valve boxes adjusted J July 1 1.0OOD or similar dry splice method. a accordingly. A August 0 0.9573 '.. e. I Install control wire splices not occurring at control valve in a separate splice valve 3 3. O Operate each zone in its entirety for Consultant at time of walk through and open all valve ' '.September '.. 0 0.7662 box. b boxes. . .October 0 0.5836 f. I Install one control wire for each control valve. 4 4. C Consultant shall generate a list of items to be corrected prior to Final Completion. N Nowefrber - - - - -_ -- " "' 0 0 4027 -- g. R Run two spare #14 -1 control wires from controller pedestal to last electric control 5 5. F Furnish all materials and perform all Work required to correct all inadequacies due to D December " "° 0 0.3123 11 I valve operated by controller on each and every leg of pressure supply line. Label d deviations from Contract Documents, and as directed by spare wires at controller and wire stub box. Loop a minimum of 24" from all spare C Consultant. wires inside every control valve box operated by controller. 6 6. D During walk- through, expose all drip emitters under operations for observation by Consultant . .Total 4 4643'. h. R Run all future control wires from controller pedestal to point indicated on drawings. t to demonstrate that they are performing and installed as designed, prior to placing of all mulch Coil a minimum of ten (10) feet at termination and install in 10" round valve box. m material. Schedule separate walk- through if necessary. Label all wires at termination. E E Walk- T Through for Final Completion 2. High V Voltage Wiring for Automatic Controller 1 1. A Arrange for Consultant's presence a minimum of 48 hours in advance of walk through. a. Provide 120 volt power connection to automatic controller. 120 volt power 2 2. O Operate each zone identified as deficient at substantial completion walk through for Consultant connection must be made by a licensed Electrician a 4 I at time of final completion walk through to insure correction of all incomplete items. . ems eeme no accep a e y onsu an s a e newor ad to complete satisfaction of D. Controller Consultant. 1. Install controller in accordance with manufacturer's instructions as detailed and where shown 5 If after request to Consultant for walk-through for Final Completion of irrigation system, IRRIGATION MA INTENANC E on Drawings. 9 Consultant finds items during walk through which have not been properly adjusted, reworked, 2. Connect remote control valves to controller in numerical sequence as shown on Drawings . or replaced as indicated on list of incomplete items from substantial completion walk- through, 3. Final location of controller shall be approved by Consultant priorto installation. Contractor shall be charged for all subsequent wmlk0u'ou hs. Funds will be withheld from final g q g SPECIFICATIONS 4. Each controller shall be grounded per the NEC. payment and/or retainage to Contractor.. in amount equal to additional time and expenses 5. Above ground conduit shall be ri icl galvanized with appropriate fifties. Below ground conduit required by Consultant to conduct and document further walk- throughs as deemed necessary shall be schedule 40 PVC, to insure compliance with Contract Documents. 6. Run two (2) 14 go ULUF wire from flow sensor terminal to each flow sensor indicated. and 3.05 ADJUSTING - Upon substantial completion of installation, "fine- tune" entire system by regulating Irrigation Maintenance Specifications connect as detailed valves, adjusting patterns and break -up arms /screws, and setting pressure reducing valves or throttling control valve flow controls at proper pressure to provide optimum and efficient coverage. A. Over Head (Spray) and Drip Irrigated Areas E Electric Control Valves Flush and adjust all sprinkler heads for optimum performance and to prevent overspray onto walks. 1. Scheduling: Grass and shrub areas shall be irrigated as often as 1. Install cross handle 2 inches below finished grade where shown on Drawings and as detailed roadways, and buildings as much as possible. Heads of same type shall be operating at same necessary, staying within local drought restrictions, to maintain healthy 2. When grouped together, allow at least 12 inches between valve box sides. pressure +1- 7 %_ growth and appearance. Irrigation times should be scheduled for early 3. Install each remote control valve in a separate valve box morning hours (3:00 AM to 6:00 AM) whenever possible to reduce disease 4. Install individual valve box flush with grade. A. If it is determined that irrigation adjustments will provide proper and more adequate coverage, make such problems. Watering schedules shall be controlled by the Et based Control adjustments prior to Final Acceptance, as directed, at no additional cost to Owner. System. A qualified person shall be responsible for operating and Adjustments may also include changes in emitter spacing and sizes, and control valve scheduling the Irrigation control boxes along with the duties of adjusting throttling. controllers, observing the distribution of water, and making minor B. Areas which do not conform to designated operation requirements due to unauthorized to correct any problems within the system. zetl 2. On turf, water should not be applied at a rate higher than the infiltration changes or poor installation practices shall be immediately corrected at no additional cost to rate of the mil. If runoff still occurs, frequent and shortened water cycles the Owner. should be scheduled, programmed to avoid runoff. 3. Soil sampling at 6" to 8' depths at several locations throughout property 3.06 CONTROL SYSTEM SET UP - Contractor shall program the following features into the controller and shall be done biweekly to check for adequate moisture. Hand watering of shall be operating the controller using these features within one month of the termination of the localized "brown areas" shall be done when necessary. maintenance period: 4. Watering schedules shall be arranged m as not to coincide with herbicide applications, mowings, or other events that may interfere with the use of A. Controllers shall be set to operate 'By Capacity' at the flow rate indicated on the Irrigation the facility. Drawings. 5. Records shall be maintained to record precipitation rates and monthly B. The flows of all valves shall be learned by the controller. irrigation scheduling. These include: precipitation rates, day, time, and C. The Contractor shall demonstrate to the City that the Controller is communicating with the length of watering for each station (valve) for each controller. Copies of Cities Central Control System. such records shall be provided to Owner. D. The Contractor shall coordinate with the Controller Manufacturer to achieve these settings and requirements. B. Trees, Shrubs, Groundcovers, and Vines shall be checked weekly for adequate water requirements. Conditions such as: wilt, color change, vigor, stress, growth 3.07 CLEANING - Maintain continuous cleaning operation throughout the duration of Work. Dispose of, rate and plant turgor should be monitored and adjustments shall be made as off -site at a legal dumpsite and at no additional cost to Owner, all trash or debris generated by necessary. Conduct a review of the drip systems in operation if plant material installation of irrigation system appears stressed in an isolated area. Repair and /or replace drip tubing as necessary. C. System Maintenance 1. The irrigation system shall be maintained for optimum performance by: END OF SECTION 02810 cleaning, adjusting all sprinkler nozzles, wye and basket strainers, drip emitters and screens for proper coverage (head to head or beyond) and to reduce overapray onto sidewalks and pavement. 2. Weekly inspections of the irrigation system while in operation should be made during the warmer months (May 1'r through September 15'"), and biweekly in other spring and fail months to detect any malfunctioning of - the system. 3. All malfunctioning equipment shall be repaired prior to the next scheduled irrigation. 4. All replacement heads and other equipment shall be of the same manufacturer, type, and application rates. NOTES: 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. DESCRIPTION I APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 al'•• • } • * 1 II 1 DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: SCL 514e fr01c DATE ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: Im - 110� yu zl_*`� e5z. - MASIH MAHER G GLENN PRUIM Q /g/ 13 z/., I /3 DATE DATE IRRIGATION SCHEDULES AND SPECIFICATIONS � , 1 M "Ir""""'l (^] `1rD Nom\ �r ?;: Of I O r/ i/ ', rN Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: NO SCALE Drawn: SML Checked: PAD CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 VING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA L mil DRAWING NO 11528 SHEET 32 OF 47 Z O Il_ Lf U) Z O U W O LL 0 Z • i M T_ CD N vi 00 � W •6 + C 4) E V O 0 c O 0 L .Fri W i 0 cc .E M N U t NOTES: 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. DESCRIPTION I APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 al'•• • } • * 1 II 1 DEPARTMENT OF ENVIRO. HEALTH REVIEWED BY: SCL 514e fr01c DATE ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: Im - 110� yu zl_*`� e5z. - MASIH MAHER G GLENN PRUIM Q /g/ 13 z/., I /3 DATE DATE IRRIGATION SCHEDULES AND SPECIFICATIONS � , 1 M "Ir""""'l (^] `1rD Nom\ �r ?;: Of I O r/ i/ ', rN Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: NO SCALE Drawn: SML Checked: PAD CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 VING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA L mil DRAWING NO 11528 SHEET 32 OF 47 Z O Il_ Lf U) Z O U W O LL 0 Z • i M T_ CD N vi 00 � W •6 + C 4) E V O 0 c O 0 L .Fri W i 0 cc .E M N U t GENERAL PLANTING NOTES: TREE SCHEDULE: SHRUB SCHEDULE: 1. Refer to planting details and specifications for additional planting information. KEY BOTANICAL NAME COMMON NAME SIZE FORM SPACING STAKE /GUY DETAIL NO. COMMENTS SYMBOL BOTANICAL NAME COMMON NAME SIZE DETAIL NO. COMMENTS _A4W. - --A4&44&w4@6:-^loe 6 1'erne l ei Tree Aloe Per plan Standard Per plan Double stake 4,51LP -5.01 O Aloe arborescens Torch Aloe 15 gal. 1,3 /LP -5.01 Damage plants will be rejected. 2. Consult with site superintendent, appropriate agencies, and Drawings to verify existing locations of underground utilities, pipes and structures. Take sole responsibility for costs incurred due to damage of these utilities, pipes, or structures if proper A T verification by Contractor was not performed. 3. Do not willfully proceed with planting operations when it is obvious that unknown obstructions and grade differences exist that Arb Mar Arbutus "Marina" Marina Strawberry Tree Per plan Standard Per plan Double stake 4,5 /LP -5.01 O Agave americana 'Mediopicta Alba' NCN 15 gal. 1,3 /LP -5.01 Damage plants will be rejected. may not have been known during the design process. Bring these conditions immediately to the attention of the Owner's Authorized Representative for resolution. Assume full responsibility for costs incurred due to lack of providing suchy -lehr - .Gaseia.{eyte Per plan Standard Per plan Double stake 4,5 /LP -5.01 AQ Agave attenuata Fox Tail Agave 15 gal. 1,3 /LP -5.01 Damage plants will be rejected. notification. /M su Amumnalis 9. Sanv 4' a Sawa r S. I; 4. Coordinate other contractor's work related to proper execution of Contractor's work. 5. Obtain approval of final grade certification from Owner prior to beginning planting operations that certifies that rough grades Ste sin Stenocarpus sinuatus Fire Wheel Tree Per plan Standard Per plan Single Pole 7 /LP -5.01 Anigozanthos 'Bush Ranger' Dwarf Red Kangaroo Paw 5 gal. 1,3 /LP -5.01 - are within 1 /10th of an inch from specified grades. Ensure that finish grade elevations of planting areas are set to the proper elevations relative to the finish surfaces of paving, utility covers, and curbs. Olea Per Field dug balled and burlap specimen trees to be balanced, © Bougainvillea 'Rosen ka' Shrub Bougainvillea 5 1,3 /LP 6. Existing site soil may be used in planting areas, however, it may need to be amended as indicated in the horticultural soils Ole eur europaea Common Olive plan Multi Per plan Guy 6 /LP -5.01 upright form, no crossing branches, and to have a full head. gal. -5.01 - report. Should import soil be necessary to bring site to specified finish grades, indicate source location. Ensure that import Size: medium (15'x 16) soil is of a sandy loam nature, containing no toxic chemicals or elements that might inhibit or retard normal plant growth. Pin for Pinus torreyana Torrey Pine Per plan Standard Per Double Stake 4,5 /LP O Bougainvillea 'Purple Queen' 'Purple Queen' Bougainvillea 15 gal. 1,3 /LP -5.01 - Submit soil test results of import soil to Owner's Authorized Representative for approval prior to delivering soil to site. plan -5.01 7. Submit representative photos of each tree species to Owner's Authorized Representative for approval. Trees of a similar species and variety are to have matching form. Pla rac Platanus racemosa California Sycamore Per plan Standard Per plan Double Stake 4,5 /LP -5.01 Muhlenbergia rigens Deer Grass 5 gal. 13 /LP -501 , . - 8. Plant material must be approved by Owner's Authorized Representative prior to installation. Plant material installed without Owner's Authorized Representative's approval may be subject to removal and replacement with related costs borne by Clue agr Quercus agrifolia Coast Live Oak Per plan Standard Per plan Double Stake 4,5 /LP -5.01 - ® Phormium t. 'Radiance' Radiance New Zealand Flax 15 gal. 1,3 /LP -5.01 - Contractor. 9. Final locations of plant materials are subject to approval of the Owner's Authorized Representative prior to installation. Perform the following before beginning planting pit excavation: Rhu Ian Rhus lancea African Sumac Per plan StanclardT Per plan Double Stake 4,5 /LP -5.01 a. Shrubs - place in containers on -site in "final" locations. b. Trees - stake or flag centerpoint of tree. c. Container Pots - locate pots prior to planting. 10. Notify Owner's Authorized Representative in sufficient time to perform a required site observation visit. Refer to specifications for specific site visit notification tasks and times. Insufficient notification time given Owner's Authorized Representative may VINE SCHEDULE: require the site visit to be canceled, or possibly, make Contractor responsible to compensate Owner's Authorized Representative for overtime. SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO. COMMENTS 11. Furnish plant material free of pests, poor condition, or disease, including pre - selected or "tagged" plant material provided by Owner's Authorized Representative. B u spp Bougainvillea'Monle' Camarillio Fiesta Bougainvillea 15 gal. 24" o.c. 3,4 /LP -5.02 - 12. After fine grading operations have been completed and prior to beginning soil preparation, take a minimum of (3) horticultural soil samples where soil conditions or plant types vary, i.e. turf, shrub, slopes, etc. Soil samples are to be collected and tested Mac ung by a qualified soil testing laboratory (current member of the California Association of Agricultural Labs) and a written report V Macfadyena unguis -cati Cat's Claw Vine 5 gal. 24" o.c. 3,4 /LP -5.02 - prepared which includes recommendations for soil amendments, fertilization, planting backfill mixes and maintenance. Submit a copy of the report to the Owner's Authorized Representative. These recommendations may be revised to conform to recommendations noted in this soil report, however, only upon receipt of written change order from Owner. 11 If conflicts arise between actual size of planting areas on -site and those areas indicated on Drawings, contact Owner's G RO U N D C OVE R SCHEDULE: Authorized Representative for resolution. Failure to make such conflicts known to Owner's Authorized Representative in a timely fashion may result in Contractor's own liability to relocate plant materials. 14. Ensure that turf areas are separated from groundcovers and shrub areas with specified edging - refer to Drawings. SYMBOL BOTANICAL NAME COMMON NAME SIZE FORM SPACING DETAIL NO. COMMENTS 15. Triangular space groundcovers and shrubs, unless indicated otherwise on Drawings - refer to planting details. 'Desert 16. Provide a representative example of a typical tree staking and guying (if any) installation for Owner's Authorized Acacia redolens Carpet' Prostrate Acacia 1 gal. - 30" o.c. 1 1LP -5.02 - Representative review before performing tree staking and guying (if any) operations - refer to planting details. 17. Excavate plant pits to specified dimensions per planting details. :`:y;+;{;t; Carex pansa California Meadow Sedge Plugs - 18" o.c. 1,2 1LP -5.02 - 18. Do not plant trees closer than 4 -feet to fixed edge such as sidewalks and walls unless indicated otherwise on Drawings. 19. Ensure that top of tree rootballs are set 2" above finish grade and shrub rootballs are set 1" above finish grade. 20. Install plant material with its best side facing predominate view of public. 0 0 0 Carex divulsa Berkeley Sedge Plugs - 18" o.c. 1 /LP -5.02 - 21. Provide the required setbacks between trees and elements such as utilities, i.e. gas, electric, sewer, water and related vaults, streetlights, fire hydrants, and signage. Rosmarinus o. 'Huntington Carpet' Huntington Carpet Rosemary 1 gal. - 30" o.c. 1 /LP -5.02 - 22. Replace or repair existing materials that are damaged by Contractor during planting operations. 23. Verify property lines prior to commencing planting operations. 24. Refer to City and County standards for standard landscape plans and specifications, where applicable. Senecio mandraliscae Blue Chalksticks Flats - 8" o.c. 1,2 /LP -5.02 - 25. Keep turf 2' clear of tree trunks. Apply wood mulch in this buffer zone. SYMBOLS LEGEND: WOOD MULCH SCHEDULE: 1. Mulch these planter areas with a 2 -inch deep layer of wood mulch: V Indicates Vine Center Line A. Shrub areas. B. Groundcover areas. -- -�- - -- Property Line 2. Mulch Type: "Forest Floor (2" minus). ® Quantity of Plants in Planting Area Limit of Work Line 3. Supplier: Aquinaga Fertilizer (949) 786-9558. Landscape Architecture - - - - Matchline 4. Comments: Provide Owner's Authorized Representative with (1) baggie of mulch for review and approval prior to placement Indicates Tree Type of mulch. Indicates Tree Quantity Indicates Tree Size tl� 30012 Ivy Y Glenn Dr. Ste. 100 5. Refer to the Landscape Planting specification for additional mulch information. Laguna Niguel, CA 92677 Indicates Vine Type xx" Indicates Tree Box Size T: 949.682.8530 www.studio-pad.com Indicates Vine Quantity Indicates Vine Size xx' BT Indicates Palm Brown Trunk Height No. N CV16 -P : Job Job NNONE TREE ROOT BARRIER SCHEDULE: Note: Plant quantities shown on plans are for contractors convenience and reference only. Scale: NON Contractor is responsible to provide all plant material required to conform to specified plant spacing. Drawn: KHC 1. Provide root control barriers for trees planted within 5 -feet of a hardscape edge such as paving, walls, curbs, steps, etc. Checked: PAD 2. Type: UB18 -2. Install per manufacturer's specifications. �ANDSCgp 3. Mfg: Deep Root (800) 458 -7668 �`c�a_NND (;� N9pc co P o ti 4. Length: 10' long, refer to manufacturer's specifications. w o L a 5. Comments: Signature * Exp. 8110114 A. Set top of barrier a minimum of 112" above finish grade and below surface of wood mulch or turf. Renewal Date B. Refer to the Landscape Planting specification for additional root barrier information. s 08119/2013 Q 9TF C. Alternatives may be submitted for review. OF \ Fo D. Refer to detail on Sheet LP -5.02, Detail 8. c A` LP -0.01 PLANTING SCHEDULE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. AS UI LTS NO 1005 (ENC-05) OF CITY OF ENCINITAS SURVEY REVIEWED BY: GRADING PLAN FOR 28 BLOSSOM ROAD (FIORE) CONTROL AT THEN AT A 20' 0(S TO THE CENTER OF CUL -DE -SAC AT THE NE MASIH MAHER GLENN PRUIM LENNAR HOMES 11528 -G END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Q p q /q/ 1 3 & 3 DATE DATE 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA SHEET 33 OF 47 Plotted by: PAD -SPAD Aug. 19, 2013 11:25 AM S: 1z_ Projects1CV16 _2013_Encinitas \sPADI'P' (Prod uction)ILP- 001- CV16 -P.dwg ! 0 N U IIIX O LL Z ZR un N E V O W C O V L N O U H U t d' CHANGE NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20'01S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:26 AM S:\ z_ Projects1CV16 _2013_Encinitas \sPAD \'P' (Production)\LP- 101- CV16 -P.dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: /✓l ' /l/t MASIH MAHER 9 DATE GLENN PRUIM 1P1111113 DATE KEYMAP NOTES: Not to Scale 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. PLANTING PLAN I Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: 111=20' Drawn: 1B Checked: PAD /�pNDSCgF 0Q�O� °atte, (ic Ah P o ui m � n Signature Exp. 8110114 Renewal Date 08!1912013 Q/ �<r Date CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDPIDRlMINIEIA IN LP -1.01 DRAWING NO. 11528 -G EET 34 OF 47 z O U co z O U 0 U- 0 z M 0 N rn as E V 0 O v L .F+ i O CnU E yr v s LOT 91 CA SANTABARBARA n ,' PLAN 3 Signature FFE =164.17 _ GFE - 163.15 PAD = 163,5 0l. F _C> cs iE E� a —r S>S — LOT 28 HACIENDA PLAN 1R FFE 15a 37 GFE 15459 PAD 155:70 r € LOT 8 SPANISH PLAN 2 y l FFE =156.27 -tll� GFE =164.93 i PAD = 165.60 f o p"w m, ,.j � .--.c, ..� .......,_ ..y.. �. •.••_• ,.. ,.,. LOT HACIENDA PLAN 3 FFE -'8487 � .63 LI r PAD 164 20 J LOT 27 SANTA PLAIN 3 R PI �N 3 FFE 156.67 GFE 155.47 PAD15620 7F'lr �I) till LOT 26 SPANISH PLAN 4R FFE =161.27 GFE =160.87 PAD:160.60 E3 0 LOT 25 HACIENDA PLAN 3 FFE = 163.37 GFE= 161.62 "1Tr 2 36" _ a •< S I� 1i Rhu Ian 2 24" KEYMAP L€ �iYdr _ . 1 24" LOST 15 CA HACIENDA n ,' ?LAN 2 Signature FFE =17e37 _ GFE -169 98 •_ PAD =169 70 o ..�:.: Renewal Date _ .E ENGINEERING DEPARTMENT APPROVALS c DRAWING NO. TF l �m L_I GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) tt_ ', NOTES: 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. rr,rr v, _ r /Nrl _ Pelr_ _ E ! E Arb Mar VNDSCgp E p �. . k. - 1 24° _ _ _ N R M N r x� _..._. � "Tta, a _ :< — — _�� Lz €, 0 A D Y STREET 24° ` ra� t �� 1 0 c; E m s .± CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK vILT PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:26 AM S:\z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LP-1 0 1 -CV1 6-P. dwg CA � O U Signature O Exp. 8110114 -0- Renewal Date _ .E ENGINEERING DEPARTMENT APPROVALS s 08/19/2013 Q DRAWING NO. TF FOP GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) OF � /� off^ CA � O U LP -1.02 PLANTING PLAN IJI _ .E ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. REVIEWED BY: GRADING PLAN FOR: 28 BLOSSOM ROAD (FIORE) to � /� off^ LENNAR HOMES 11528 -V MA,SIHMAHE'R GLENN PRUIM q / q / 13 _ gZi //,3 - 254- 400 -14, 19 y� C� I DATE DATE PLANNING CASE NO 11 -189 TMDB /CDP /DR /MIN /EIA SHEET 35 OF 47 [y:Cl@[H421[6l DESCRIPTION tung Pin for 12 24" % Que agr 11 24" t tom'° , APPROVED DATE BENCHMARK . PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:26 AM S:1z_ Projects \CV16_2013_Encinitas \sPADVP' (Prod uction)\LP-1 0 1 -CV 1 6-P. dwg clue agr 3 24" I 6" wide concrete mow curb to separate HOA Homeowner maintained landscape. i II \A II 'let Cas lep 3 36" Ole eur 4 B &B E Pin for — 7 24" owl-'. F 7 J GFE= 160.59 1 ) LOT 10 -V1 �6 1 HACIENDA J PLAN 1XR FFE =16217 GFE =160.59 PAD= 161.50 0 i _. ..... ..;,_�_... BLOSSOM ROAD al ...,any ill GFE=15 .10 ill . _ ..,_.� _ �� l �pp,, ` • • • c • • • • • • ui, roll IN minnow � ice' • • • F,. • • • • i��l �.1 •- •- e- •- • -• -•ee //'``.mss' -` 1�, r..... \.ems. � e • . • • . ,_, .uu uu• •r •INeMeNe •I�I•IN•I�I• V ®11® yy • e e e e • • e e f11u i - el • e - N • - (y • M • N • • �kauuu� , •lye/ • •N•N•ly •lye c • �r. �� ,a WIN, �� • • • • • • • • • • • r ,111. e • • • • • • ••( n� „i /'�� ..urn 1 • • • • • w • • • .J�ei ` nn m .1..% • . . . ff .i111i'- ,•eeee'.'- • ® ®eeee•••• ei �ir 1 na�rie • • �� .� • • • • • e • •� I CA�� 0 _r 'I I� ac ung f6- � LIA - 1 "tl It 8"W ... E O I `J d EN low MI C R r,.` IV j u S LOT 12 SPANISH Pi AN 4R PF - 161.67 G(-E- 160.97 PAD- 161,20 L01 28 HACIENDA PLAN I FFE =156,W GFE = 154.59 PAD:195.70 0 p LL [L4] , y W P ;.__., m , F�- 00 { 1 24 , ' Landscape Architecture _. O t✓ U- 30012 Ivy Glenn Dr. Ste. 100 = t f STREET' T: 949.682.8530 www.studio- pad.com No, 04 :,,w N r i /)let a , Scale: 1 " =20' V- Drawn: JB c v Checked: PAD m �pNDSCgpF E sG�sl•O ��ac te, Lie '9,Qc �o { P ti O mU o Signature O Exp. 8110114 *. Renewal Date 2 24" OF CAOF�� O U r: i r�X , , s �:r 3 'A , 1� Mw - BASIN NOTE: Any / all mulch, rock gravel, etc. in the basin MUST have a finished surface elevation of NO higher than the finish ; surface elevation called out on Civil Engineer's drawings - refer to latest Civil drawings for FS elevation. APPROVED DATE BENCHMARK . PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:26 AM S:1z_ Projects \CV16_2013_Encinitas \sPADVP' (Prod uction)\LP-1 0 1 -CV 1 6-P. dwg clue agr 3 24" I 6" wide concrete mow curb to separate HOA Homeowner maintained landscape. i II \A II 'let Cas lep 3 36" Ole eur 4 B &B E Pin for — 7 24" owl-'. F 7 J GFE= 160.59 1 ) LOT 10 -V1 �6 1 HACIENDA J PLAN 1XR FFE =16217 GFE =160.59 PAD= 161.50 0 i _. ..... ..;,_�_... BLOSSOM ROAD al ...,any ill GFE=15 .10 ill . _ ..,_.� _ �� l �pp,, ` • • • c • • • • • • ui, roll IN minnow � ice' • • • F,. • • • • i��l �.1 •- •- e- •- • -• -•ee //'``.mss' -` 1�, r..... \.ems. � e • . • • . ,_, .uu uu• •r •INeMeNe •I�I•IN•I�I• V ®11® yy • e e e e • • e e f11u i - el • e - N • - (y • M • N • • �kauuu� , •lye/ • •N•N•ly •lye c • �r. �� ,a WIN, �� • • • • • • • • • • • r ,111. e • • • • • • ••( n� „i /'�� ..urn 1 • • • • • w • • • .J�ei ` nn m .1..% • . . . ff .i111i'- ,•eeee'.'- • ® ®eeee•••• ei �ir 1 na�rie • • �� .� • • • • • e • •� I CA�� 0 _r 'I I� ac ung f6- � LIA - 1 "tl It 8"W ... E O I `J d EN low MI C R r,.` IV j u S LOT 12 SPANISH Pi AN 4R PF - 161.67 G(-E- 160.97 PAD- 161,20 L01 28 HACIENDA PLAN I FFE =156,W GFE = 154.59 PAD:195.70 0 p Rhu Ian 1 24” AID bar 3 24" Im 1 2 136 "1 1 1 124" 1 ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: J, ez MASIH MAHER GLENN PRUIM 9t9i13 Pi. 3 DATE DATE KEYMAP 2 �A Not to Scale NOTES: 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. O ;.__., m , F�- 00 Z 6 24 , U Landscape Architecture _. _ _ _ U- 30012 Ivy Glenn Dr. Ste. 100 = NORMANDY f STREET' T: 949.682.8530 www.studio- pad.com No, 04 :,,w N r Scale: 1 " =20' V- Drawn: JB c Rhu Ian 1 24” AID bar 3 24" Im 1 2 136 "1 1 1 124" 1 ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: J, ez MASIH MAHER GLENN PRUIM 9t9i13 Pi. 3 DATE DATE KEYMAP 2 �A Not to Scale NOTES: 1. Refer to Sheet LP -0.01 for Planting Schedules and Notes. PLANTING PLAN_ CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E 3RADwG PLAN FOR: 28 BLOSSOM ROAD (FIORE) to LENNAR HOMES 11 5528 -G 254-400-14,19 U PLANNING CASE NO: 11 -189 TMDBICDPIDRIMINIEIA SHEET 36 OF 47 Re O F�- 00 Z 0 U Landscape Architecture ac U- 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 0 z T: 949.682.8530 www.studio- pad.com M N Job No.: CV16 -P Scale: 1 " =20' V- Drawn: JB c v Checked: PAD m �pNDSCgpF E sG�sl•O ��ac te, Lie '9,Qc �o e.i P ti O mU o Signature O Exp. 8110114 *. Renewal Date s 08119013 P T'9 Date lF OF CAOF�� O U LP 1 03 PLANTING PLAN_ CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. E 3RADwG PLAN FOR: 28 BLOSSOM ROAD (FIORE) to LENNAR HOMES 11 5528 -G 254-400-14,19 U PLANNING CASE NO: 11 -189 TMDBICDPIDRIMINIEIA SHEET 36 OF 47 Re LEGEND 1. Italian Cypress - center in pit. 2. Schedule 40 galvanized steel pole - paint "Dark Green ". Locate pole away from public view where possible. 3. Tree ties - min. (3) per tree. 4. Finish grade. NOTES A. Refer to tree planting details for planting information. B. Keep turf 24" clear of trunk -mulch this area and keep 3 clear of trunk. LEGEND 1. Tree - center in pit. 2. Tree ties. 3. 2" dia. x 10' Lodgepole Pine stake - keep clear of root ball. 4. 3" high water basin. 5. Plant tablets - quantity per specifications. 6. Original finish grade of slope. 7. Undisturbed native soil. 8. 12" deep layer of amended backfill. 9. 3" high native soil pedestal. 10. Non - amended backfill. d pq ✓z� NOTES A. Refer to planting specifications for additional information. Prevailing Wind PLAN VIEW LEGEND 1. Shrub - center in pit. 2. 3" deep water basin. 3. Amended backfill. 4. Plant tablets - quantity per specifications. 5. Undisturbed native soil. 5. Original finish grade of slope. 6. Undisturbed finish grade. NOTES A. Refer to planting specifications for additional information. B. Set rootball V above finish grade. LEGEND 1. Shrub - center in pit. 2. 3" deep water basin. 3. Finish grade. 4. Amended backfill. 5. Plant tablets - quantity per specifications. 6. Undisturbed native soil. r &1 NOTES A. Refer to planting specifications for additional information. B. Set rootball 1" above finish grade. PL -TR -05 .dwg PL -TR -03 .dwg PL -SH -02 .dwg PL- SH- 01.dwg 7 TREE STAKING (Italian Cypress) NTS 5 TREE PLANTING (Double Stake - Slope) SNTIS 3 SHRUB PLANTING (on Slope) SLATS 1 SHRUB PLANTING Scale: LEGEND NOTES LEGEND NOTES LEGEND NOTES 1. Tree - center in pit. A. Refer to planting specifications for additional 1. Tree - center in pit. A. Refer to planting specifications for additional 1. Groundcover, per planting plan. A. Refer to planting specifications for additional 2. Tree ties. information. 2. Tree ties. information. 2. Swale, per Civil Engineer's drawings. information. 3. 3" deep water basin - no basin in turf areas. B. Keep turf 24" clear of trunk - mulch this area 3. 2" dia. x 10' Lodgepole Pine stake - keep clear of B. Keep turf 24" clear of trunk - mulch this area 3. Finish grade, per Civil Engineer's drawings.. B. Refer to Civil Engineer's drawings for 4. Guy as required to support tree - (3) min. at 1200. and keep mulch 3" clear of trunk. rootball. and keep mulch 3" clear of trunk. 4. Swale fill & components, per Civil Engineer's additional information & specifications. 5. 1/2" white PVC "warning" sleeves. 4. 3" deep water basin - no basin in turf areas. drawings. 6. Finish grade. 5. Finish grade. 5. Adjacent curb, per plan. 7. Steel guy anchors. 6. Plant tablets - quantity per specifications. 2 Prevailing 6. Undisturbed native soil. 8. Plant tablets - quantity per specifications. 7. Undisturbed native soil. Wind - 9. 12" deep layer of of amended backfill. 8. Rootball - set top 2" above finish grade. 10. Undisturbed native soil. 9. 12" deep layer of amended backfill. 11. Rootball - set 2" above finish grade. 10. 3" high native soil pedestal. 3 %, %1 �1 �1 12. 3" high native soil pedestal. 11. Non - amended backfill. �r�' J \Y/ \� ""J \�J 13. Non - amended backfill. -� o - 1 I 1 n �e� u 9 3 13 12 d d Q �cra d�t�cl ti��e ,ri t7 e d --( 2 Rootball roolball width 6 1 TREE PLANTING (Guyed) I CHANGE NO. I DESCRIPTION I APPROVED I DATE I BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:26 AM S: \z_ Projects \CV16_2013_Encinitas\sPAD\'P' (Production) \LP - 501- CV16 -P.dwg J D D D 11 10 PL-TR -01 Scale NTS d G ✓2 vc, 1 d' dy° dd PLAN VIEW e d 4 1 TREE PLANTING (Double- Staked) PL- TR- 02.dwg Scale: NTS >a SWALE PLANTING (GC) ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: /I/1, , V MASIH MAHER GLENN PRUIM 9/9/ 13 9 /� DATE DATE Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: AS SHOWN Drawn: PAD Checked: PAD Swale.dw P' yo y NT$ Signature Exp. 8110114 Renewal Date s 08/19/2013 ate T Date 9TF OF nA,L FOP PLANTING DETAILS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT GRADING PLAN FOR 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254 - 400 -147 19 PLANNING CASE NO: 11 -189 TMDB /CDPIDR /MIN /EIA LPmUl DRAWING NO. 11528 -G HEET 37 OF 47� • i Z 0 LL Z U 0 U_ O Z M 0 N rn m V O V O V cc E Cn V t Linear Application of DeepRoot Tree Root Barriers at Time of lnstalling Concrete Sidewalks and Cams * lnstall per Manufacturer's latest specifiations* TYPICAL SECTION OF CURB AND GUTTER WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE. BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) BELOW FINISH GRADE OF CURB, AND SET FLUSH WITH EDGE OF CURB. BARRIER RIBS FACE TOWARD TREE ROOTS. Top of root barrier 2" (5cm) bel finish grade of curb INSTALLATION SEQUENCE: 1. Prepare base and subgrade 2. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) below finish grade of top of curb. 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside of the form) e " Concrete 4 ° a a TYPICAL SECTION OF CURB, GUTTER AND SIDEWALK WITH DEEPROOT TREE ROOT BARRIER INSET INTO CONCRETE BARRIER INSTALLED IN A TRENCH IN SUBGRADE WHICH IS THEN COMPACTED. BARRIER IS SET SO THAT TOP EDGE WILL BE 2" (5CM) ABOVE COMPACTED BASE (or halfway between base and finish grade of SW). BARRIER RIBS FACE TOWARD TREE ROOTS. Concrete M 4 a a ° 4 4< . a Subgrade compaction I Compacted crushed base. Compacted crushed 1-- Subgrade compaction T ppical Deeplo�Qt UB 24 -2, otlonal use of UB 18 -2 INSTALLATION SEQUENCE: 1. Prepare base and subgrade 2. Trench to appropriate depth for installation of root barrier so that top of barrier is 2" (5cm) below finish grade of top of sidewalk (or halfway between top of compacted base and finish grade of SW) 3. Place root barrier in trench, vertical ribs must face toward tree roots. 4. Backfill and compact to requirements. 5. Place form material against barrier (It may be nailed from the outside of the form) IMPORTANT NOTE: Tree location must align with "as- built" center of barrier. air LEGEND 1. Vine. 2. 3" deep water basin. 3. Fence, wall, or post. 4. Finish grade. 5. Plant tablets - refer to Specifications for quantity. 6. Amended backfill. 7. Undisturbed native soil. NOTES A. Refer to planting specifications for additional information. B. Set vine as close to footing as possible. 3 I VINE PLANTING LEGEND 1. Wall beyond. 2. 9 gauge galvinized guy wire. 1/4" x 2" galvinized eye screws set in lead shields. 3. Attach primary espalier branches to guy wire with green nursery tie wire. 4. Espalier - prune lower branches as requird. 5. Finish grade. PL -VI -01 Scale: NTS NOTES A. Coordiante vine support on -site with Owner's Authorized Representative. B. Attach major vine branches to wires. onn onn LEGEND 1. Edge of paving, sidewalk, wall or curb 2. Shrub or groundcover plant. 3. Locate plant equal distance from each other. Spacing per Plant Legend. 4. 1/2 of plant spacing distance -12" min. O� 3� 3 i 3 TRIANGULAR SPACING 1 2 O • _ 0� i I 3 SQUARE SPACING PL -GC -01 . 1 SHRUB /GROUNDCOVER SPACING NTIS 5/8" (16mm) I DeepRoot UB 24 -2, Typical DeepRoot UB 24-2. Optional use of UB 18 -2. 1 I UB 18 -2 or LB 12 -2 Minimum 6 panels or 12 linear feet (3.66m). ELEVATION RB- TR -Odwg PL -VI -03 .dwg 8 TREE ROOT BARRIER (DEEPROOT) 6 N. TS. 4 VINE ATTACHMENT SNITS 2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS 1`TS PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IF RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 Plotted by: PAD -SPAD Aug. 19, 2013 11:26 AM S:1z_ Projects \CV16_2013_Encinitas \sPAD \'P' (Prod uction)\LP-501 -CV1 6-P. dwg ENGINEERING DEPARTMENT APPROVALS REVIEWED BY: .M JL- MASIH MAHER GLENN PRUIM 919/13 V/f /f3 DATE DATE Landscape Architecture 30012 Ivy Glenn Dr. Ste. 100 Laguna Niguel, CA 92677 T: 949.682.8530 www.studio- pad.com Job No.: CV16 -P Scale: AS SHOWN Drawn: PAD Checked: PAD \_NNDSCgp � P yo ti w � a � Signature Exp. 8110114 Renewal Date s 08/1912013 P 9 Date �� lF OF CAQ\ PLANTING DETAILS I CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT 3RADING PLAN FOR 28 BLOSSOM ROAD (FIORE) LENNAR HOMES 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR /MIN /EIA LP -5.021 DRAWING NO 11528 -G EET 38 OF 471 •3 t z 0 U Cn Z 0 U 0 ILL 0 Z M r O N ai 06 O U) a� V O v L N C 0 U .E Ito .a U t GENERAL NOTES 1. REFERENCED STANDARDS ASTM C1372 -04e2 STANDARD SPECIFICATION FOR SEGMENTAL RETAINING WALL UNITS ASTM C140 -07 SAMPLING AND TESTING CONCRETE MASONRY UNITS ASTM C145 -85 SOLID LOAD BEARING CONCRETE MASONRY UNITS ASTM D1557 -07 COMPACTION CHARACTERISTICS OF SOIL USING MODIFIED EFFORT ASTM D3034 -06 PERFORATED PVC DRAINAGE PIPE ICC NO. ESR 2113 FOR KEYSTONE WALLS ASTM D2339- 98(2004) ASTM D3498 -03 ASTM D572 -04 2. MATERIAL DELIVERY, STORAGE, AND HANDLING CONTRACTOR SHALL CHECK MATERIALS UPON DELIVERY TO ASSURE THAT PROPER MATERIALS HAVE BEEN RECEIVED AND ARE NOT DAMAGED. CONTRACTOR SHALL PROTECT MATERIALS FROM DAMAGE DURING STORAGE AND HANDLING AND SHALL PREVENT CONTACT WITH MUD, WET CONCRETE, CHEMICALS, OR ADHESIVES. DAMAGED MATERIAL SHALL NOT BE INCORPORATED INTO THE RETAINING WALL STRUCTURE. 3. REQUIRED SUBMITTALS A. LIST OF ALL PRODUCTS PROPOSED FOR USE. B. PRODUCT SAMPLES. C. CURRENT MANUFACTURER'S MATERIAL AND INSTALLATION SPECIFICATIONS. 4. QUALITY CONTROL COMPACTION TESTING AND OBSERVATION DURING EARTHWORK OPERATIONS WILL BE PROVIDED BY THE PROJECT GEOTECHNICAL ENGINEER. MATERIALS 5. MASONRY WALL UNITS MASONRY WALL UNITS SHALL BE KEYSTONE UNITS: 21.5" STANDARD UNIT MEASURING 18 "W X 21.5 "D X 8 "H STANDARD II UNIT MEASURING 18 "W X 18 "D X 8 "H, COMPAC II UNITS MEASURING 18 "W X 12 "D X 8 "H AND PLANTER II UNIT MEASURING 18 "W X 18 "D X 8 "H. WALL UNITS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C1262 -07, ASTM C1372 -04e2 AND ASTM C140 -07. WALL UNIT CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI AND SHALL HAVE A MAXIMUM MOISTURE ABSORPTION OF 6 TO 8 %. 6. CONNECTING PINS WALL UNIT CONNECTING PINS SHALL BE Z' DIAMETER NON - CORROSIVE FIBERGLASS RODS WITH A MINIMUM FLEXURAL STRENGTH OF 128,000 PSI SHORT BEAM SHEAR OF 6,400 PSI. 7. CAP ADHESIVE CAP ADHESIVE SHALL BE SRW VOC RETAINING WALL AND PAVER ADHESIVE OR APPROVED EQUIVALENT CONFORMING TO ASTM D2339- 98(2004), ASTM D572 -04 AND ASTM D3498 -03. 8. LEVELING PAD LEVELING PAD MATERIAL SHALL BE 1" MINUS CRUSHED ROCK SAND EQUIVALENT (S.E.) >40. 9. UNIT FILL FILL FOR RETAINING WALL UNITS SHALL BE FREE DRAINING CRUSHED STONE OR COARSE GRAVEL, B" TO 1 ", WITH NO MORE THAN 5% PASSING THE NO. 200 SIEVE. GRADATION OF THE FILL SHALL BE APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. 10. BACKFILL BACKFILL MATERIAL SHALL BE ONSITE SOILS MEETING THE PHYSICAL PROPERTIES SPECIFIED IN THIS REPORT AND AS VERIFIED BY THE PROJECT GEOTECHNICAL ENGINEER. 11. GEOGRID REINFORCEMENT (IF REQUIRED) GEOGRID SHALL BE POLYMER COATED WOVEN POLYESTER FABRICATED FOR EARTH REINFORCEMENT. GEOGRID SHALL BE MIRAFI MIRAGRID 3XT SUBSTITUTE EQUIVALENT GEOGRIDS SHALL BE APPROVED BY THE ENGINEER. A HIGHER STRENGTH GEOGRID OF THE SAME MANUFACTURER MAY BE SUBSTITUTED WITHOUT QUESTION. 12. DRAINPIPE DRAIN PIPE SHALL BE 4" SDR 35 PVC, TRIPLE WALL OR EQUAL.. DESIGN CONSULTANTS JOB #: H21315 HILLSIDE RETAINING WALLS & ENGINEERING 5256 S. Mission Road #703 Bonsall, California, 92026 OFFICE: (760) 451 -8600 These engineering plans were designed for wnstmction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls. CHANGE NO.1 DESCRIPTION EXECUTION 13. EXCAVATION CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS. CONTRACTOR SHALL BE CAREFUL NOT TO DISTURB EMBANKMENT MATERIALS BEYOND LINES SHOWN. 14. FOUNDATION SOIL PREPARATION EXCAVATED FOUNDATION SHALL BE OBSERVED AND APPROVED BY THE INSPECTOR TO CONFIRM THAT THE ACTUAL FOUNDATION SOIL CONDITIONS ARE CONSISTENT WITH CONDITIONS ASSUMED FOR DESIGN. UNACCEPTABLE FOUNDATION SOILS SHALL BE REMOVED AND REPLACED WITH APPROVED COMPACTED BACKFILL MATERIAL. FOUNDATION SOIL SHALL BE PROOF ROLLED PRIOR TO FILL AND GEOGRID PLACEMENT. 15. LEVELING PAD INSTALLATION LEVELING PAD MATERIALS SHALL CONSIST OF WELL GRADED ROCK (1" MAX SIZE), 6" MIN THICKNESS ON COMPACTED ENGINEERED FILL. DIMENSIONS SHOWN ON CONSTRUCTION DRAWINGS. FINISHED LEVELING PAD SHALL HAVE A SMOOTH LEVEL SURFACE TO PROVIDE COMPLETE SUPPORT THE FIRST COURSE OF RETAINING WALL UNITS. 16. WALL UNIT INSTALLATION THE FIRST COURSE OF CONCRETE WALL UNITS SHALL BE CHECKED FOR LEVELNESS AND ALIGNMENT AND TO ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. UNITS SHALL BE PLACED SIDE BY SIDE FOR FULL LENGTH OF WALL. ALIGNMENT MAY BE ACCOMPLISHED BY MEANS OF A STRING LINE OR AN OFFSET FROM BASELINE. INSTALL FIBERGLASS CONNECTING PINS AND FILL ALL VOIDS WITH UNIT FILL MATERIAL. TAMP UNIT FILL. SWEEP ALL EXCESS MATERIAL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE WALL UNITS OF EACH COURSE ARE COMPLETELY FILLED WITH UNIT FILL MATERIAL AND THAT THE BACKFILL HAS BEEN PLACED AND COMPACTED PRIOR TO PROCEEDING TO NEXT COURSE. ENSURE THAT CONNECTING PINS PROTRUDE A MINIMUM OF 1" INTO NEXT COURSE. TWO PINS ARE REQUIRED PER UNIT. PULL UPPER UNITFORWARD (AWAY FROM THE EMBANKMENT) AGAINST PINS PROTRUDING FROM THE LOWER COURSE TO ACHIEVE CORRECT UNIT SETBACK SHOWN ON THE CONSTRUCTION DRAWINGS. WHERE THE WALL CHANGES ELEVATION, UNITS SHALL BE STEPPED WITH GRADE OR TURNED INTO THE EMBANKMENT WITH A CONVEX RETURN END. PROVIDE LEVELING PAD FOR UNITS IN AREA OF CONVEX RETURN END. EVERY COURSE OF WALL UNITS SHOULD BE CHECKED FOR LEVELNESS WITH MINOR SHIMMING DONE EVERY COURSE OR TWO TO INSURE THAT THE UNITS REMAIN TRUE TO DESIGN BATTER. SHIMMING MATERIAL SHOULD BE SOMEWHAT FLEXIBLE, SUCH AS 1/4" NYLON ROPE, TO COMPRESS SLIGHTLY AND DISTRIBUTE LOAD EVENLY WHILE AVOIDING HARD MATERIALS WHICH CAN CREATE LOAD CONCENTRATION POINTS. 17. CAP INSTALLATION CONSTRUCTION ADHESIVE SHALL BE USED TO PROVIDE PERMANENT CONNECTION OF CAPS TO WALL UNITS. APPLY ADHESIVE TO TOP SURFACE OF LOWER COURSE PRIOR TO PLACING CAP UNIT INTO POSITION. PLACE KEYSTONE CAP UNITS OVER CONNECTING PINS PROJECTING FROM UNITS BELOW. PULL FORWARD TO CORRECT SETBACK POSITION. BACKFILL AND COMPACT TO FINISH GRADE. 18. GEOGRID INSTALLATION (IF REQUIRED) GEOGRID SHALL BE PLACED AT THE LOCATIONS AND ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE ENGINEER. GEOGRID SHALL BE ORIENTED WITH THE HIGH STRENGTH DIRECTION (ROLL DIRECTION) PERPENDICULAR TO THE RETAINING WALL ALIGNMENT. CORRECT ORIENTATION OF THE GEOGRID SHALL BE VERIFIED BY THE CONTRACTOR. THE GEOGRID SHALL BE LAID HORIZONTALLY ON COMPACTED BACKFILL AND CONNECTED TO THE CONCRETE WALL UNITS BY HOOKING GEOGRID OVER CONNECTING PINS. GEOGRID SHALL BE PULLED TAUT WITH THE BACK EDGE ADEQUATELY ANCHORED TO MAINTAIN TAUTNESS DURING BACKFILL AND COMPACTION. FOLLOW MANUFACTURER GUIDELINES REGARDING OVERLAPREQUIREMENTS. 19. BACKFILL PLACEMENT BACKFILL MATERIAL SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO MINIMUM 90% OF MAXIMUM DRY DENSITY DETERMINED PER ASTM D1557 -07. MOISTURE CONTENT OF BACKFILL SHOULD BE 2 TO 3% WET OF OPTIMUM MOISTURE CONDITIONS. ONLY HAND - OPERATED COMPACTION EQUIPMENT SHALL BE ALLOWED WITHIN T OF THE FACE OF THE RETAINING WALL UNITS. BACKFILL SHALL BE PLACED FROM THE WALL REARWARD INTO THE EMBANKMENT TO ENSURE THAT THE GEOGRID REMAINS TAUT. BACKFILL SHALL BE PLACED, SPREAD AND COMPACTED IN SUCH A MANNER THAT MINIMIZED THE DEVELOPMENT OF SLACK OR LOSS OF PRE - TENSION OF THE GEOGRID. TRACKED CONSTRUCTION EQUIPMENT SHALL NOT BE OPERATED DIRECTLY ON THE GEOGRID. A MINIMUM UNCOMPACTED BACKFILL THICKNESS OF 6" IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOGRID. TURNING OF TRACKED VEHICLES SHALL BE KEPT TO A MINIMUM TO PREVENT TRACKS FROM DISPLACING THE FILL AND DAMAGING THE GEOGRID. RUBBER -TIRED EQUIPMENT MAY PASS OVER GEOGRID REINFORCEMENT AT SLOW SPEEDS, LESS THAN 10 MPH. AVOID SUDDEN BRAKING AND SHARP TURNING. CIVIL CONSULTING GROUP EXP. 06 -30.15 5858 Mt. Alifan Drive. Suite 208 yj c /Vt� �p San Diego, California, 92111 OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 APPROVED DATE' BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 SCALE HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN RETAINING WALLS PLAN FIORE 1110 URANIA AVENUE ENCINITAS, CALIFORNIA CONSTRUCTION NOTES 1. STAKE WALL ALIGNMENT AND BACK -CUT LIMITS. 2. EXCAVATE AND STOCKPILE SOIL. 3. EXCAVATE TRENCH FOR LEVELING PAD. 4. INSTALL LEVELING PAD, BACK -CUT DRAIN AND SUBDRAIN. 5. INSTALL KEYSTONE BLOCKS, FIBERGLASS PINS, AND GEOGRID REINFORCEMENT (IF REQUIRED). 6. PLACE UNIT FILL IN AND BEHIND KEYSTONE BLOCKS. 7. PLACE BACKFILL AND COMPACT. 8. FINISH GRADING BEHIND THE WALL 9. INSTALL DRAINAGE DITCH AT THE TOP OF THE WALL, WHERE REQUIRED. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE 2010 CALIFORNIA BUILDING CODE, (CBC 2010) & THE 2012 UBC. TO BE PERFORMED BY GEOTECHNICAL ENGINEER -OF- RECORD SPECIAL INSPECTION REQUIRED FOR: 1. SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS, AND COMPACTION FOR SUBGRADE 2. SOIL TYPE, CLASSIFICATION, SHEAR STRENGTH PARAMETERS, AND COMPACTION FOR BACKFILL. 3. EXCAVATION FOR FOUNDATION, SUBGRADE CONDITION PRIOR TO LEVELING PAD PLACEMENT. 4. COMPACTION OF BACKFILL TO 90% PER ASTM 1557 -07 OF MAXIMUM DRY DENSITY. 5. SOIL TYPE TO MEET MINIMUM DESIGN REQUIREMENTS. 6. PLACEMENT & COMPACTION TO 90% PER ASTM 1557 -07 RELATIVE COMPACTION OF LEVELING PAD 7. PLACEMENT OF BLOCK AND CORRECT GEOGRID TYPE (IF REQUIRED). 8. SUBDRAIN PLACEMENT. 9. WALL BATTER (SEE DRAWING). 10. PROVIDE REPORT AT THE COMPLETION OF WALL(S). 'NOTE: The strength characteristics of the select fill required for the Keystone wall reinforced soil zone should be verified by appropriate laboratory testing during construction. ESR- 2113.4.3 Special Inspection: Special inspection must be provided in accordance with IBC Section 1704.5 (IBC and IRC) or CBC 2010 as applicable. The inspector's responsibilities include verifying the following: 1. The modular concrete unit dimensions. 2. Keystone unit identification compliance with ASTM C1372 -04e2 and UBC Standard 21 -4, including compressive strength and water absorption, as described in Section 3.1 of ESR -2113. 3. Foundation preparation. 4. Keystone unit placement, including alignment and inclination. 5. Geosynthetic reinforcement (if required) type (manufacturer and model number) and placement. 6. Backfill placement and compaction. 7. Drainage provisions. DESIGN PARAMETERS FOR KEYSTONE WALL DESIGN: Minimum Soil Properties for Grid Reinforced Walls: Foundation Soils: Retained Soils: Reinforced Fill: cD = 300 (D = 300 (D = 300 y =120 pcf y =120 pcf y =120 pcf C =0psf C =Opsf C -0psf Seismic Design PGA = 0.21g Minimum Soil Properties for Gravity Walls: Foundation Soils: Retained Soils: (D = 300 cD = 306 y =120 pcf Y =120 pcf C =0psf C =0psf RECOMMENDATIONS: • The Keystone walls shall be constructed per the manufacturers recommended procedures for installation of Keystone blocks, fiberglass pins, and geogrid reinforcement. • The temporary excavation back -cut, grading, ground improvements, sub - drain, and surface drainage system for the Keystone walls shall be per the Project Soils and Civil Engineer's recommendations. • Soils Engineer shall review the design parameters used herein for conformance with their recommendations. • Global Stability has not been analyzed by our firm. If necessary, global stability should be performed by the Project Soils Engineer as recommended in Section 5.2.7 of the NCMA Manual. Walls should not be constructed without the approval of the Project Soils Engineer. SPECIAL DISTRICT APPROVAL PLANS PREPARED UNDER SUPERVI ION OF DATE: " Z m/ , R.C.E. NO.:- 53444_ EXP.: 06/30/2015 Wall Data 14,000 SF 3,131 LF REFERENCES: C &V Consulting, Inc., Grading Plans for 1110 Uranis Avenue, Encinitas, California, CAD files received May 23, 2013. LGC Geotechnical, Inc., Updated Geotechnical Evaluation, 680 Norandy Road, Encinitas, California, Project No. 11058 -01, April 11, 2013. LGC Geotechnical, Inc., Response to Hillside RFI, Project No. 11058 -01, June 14, 2013 ICC Report ICC ESR -2113: Report for Keystone Retaining Wall Systems, July, 2006, reissued August 1, 2011. DRAWING INDEX SHEET 39 40 41 42 42 -43 43 43 43 43 43 43 -45 46 46 46 46 46 46 47 47 47 47 47 47 47 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS DESCRIPTION TITLE SHEET & GENERAL NOTES KEY MAP CONSTRUCTION DETAILS WALL 1 PROFILE WALL 2 PROFILE WALL 3 PROFILE WALL 4 PROFILE WALL 5 PROFILE WALL 6 PROFILE WALL 7 PROFILE WALL 8 PROFILE WALL 9 PROFILE WALL 10 PROFILE WALL 11 PROFILE WALL 12 PROFILE WALL 13 PROFILE WALL 14 PROFILE WALL 15 PROFILE WALL 16 PROFILE WALL 17 PROFILE WALL 18 PROFILE WALL 19 PROFILE WALL 20 PROFILE WALL 21 PROFILE 1. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES ON SITE, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS AND /OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT SO REPORTED AND RESOLVED. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK AND SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 5. DEVIATIONS FROM THESE SIGNED PLANS WILL NOT BE ALLOWED UNLESS THE CITY ENGINEER APPROVES A CONSTRUCTION CHANGE OR THE CITY INSPECTOR REQUIRES THE CHANGE, AND THE ENGINEER OF RECORD APPROVE SUCH CHANGES. 6. AS -BUILT DRAWINGS MUST BE SUBMITTED TO THE RESIDENT ENGINEER PRIOR TO ACCEPTANCE OF THIS PROJECT BY THE CITY OF ENCINITAS. NOTE: STRUCTURAL WALL DESIGN REVIEWED AND APPROVED BY ESGIL COPOR. ON 6 -28 -13 AS PLAN CHECK # 13 -790. ENGINEERING DEPARTMENT APPROV REVIEWED BY: . /LA MASIH MAHER GLENN PRUIM 9/9/ 13 F/// 11-3 DATE DATE TITLE SHEET & GENERAL NOTES -S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. GRADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528 -G 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET 39 OF 47 G M 0 0 k m a 3 3 a 3 0 �a p �� K g iZE V a" "a e Vm KAvctnna \n /all DESIGN CONSULTANTS 1qy 40 JOB #: H21315 q ,SL Mo�Y HILLSIDE RETAINING WALLS cj `r & ENGINEERING 4� R.C.E. N0. D $ 53W CIVIL CONSULTING GROUP 5256 S. Mission Road #703 yt 05 -30-15 * 5858 Mt. Alifan Drive. Suite 208 Bonsall, California, 92026 OFFICE: y� 01V Ill. 3 San Diego, California, 92111 (760) 451 -8600 9� ` OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 These engineering PIarS were for constmcerm by Hillside Retaining Walls and may chwwetl bH not be used by any other contrec[orwMOU[ written permission by Hiilsitle Retaining Walls. CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. HORIZONTAL: AS SHOWN 18416, 2" 1 RCE 29577 AT A 24' CIS TO THE CENTER OF CUL -DE -SAC AT THE NE END OF VERTICAL: AS SHOWN ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 CONSTRUCTION NOTES l• 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE PROJECT GRADING PLAN FOR SITE INFORMATION. 2. GENERAL CONTRACTORIDEVELOPER AND HILLSIDE RETAINING WALLS SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED G > ZONE. HILLSIDE AND CIVIL CONSULTING GROUP SHALL BE CONSULTED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO VCOORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE KEYSTONE RETAINING WALL UNTIL FINAL DRAINAGE 0 40 80 120 SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE KEYSTONE RETAINING WALL. SCALE: 1" = 40' SPECIAL DISTRICT APPROVAL " " "; "H" °` """,V',a °' " "'""' °': ENGINEERING DEPARTMENT PLANS PREPARED UNDER SUPERVI ION OF REVIEWED BY' l� DATE: Z '? ^ ^. ^^ MASIH MAHER GLENN PRUIM R.C.E. NO.: 53444 j' - Q�� %3 MICHAEL MCCALL ' EXP.: 06/30/2015 DATE DATE KEY MAP CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT NG PLAN FOR: PLANNING CASE NO: 11 -189 1110 URANIA AVENUE RETAINING WALL PLAN 254 - 400 -14, 19 TMDB /CDP /DR/MIN /EIA DRAWING NO. 11528 -G IIII► I 0 Y U F WN l m ZG F J� F< F 0 N s N i 3 n N n A 0 V /d j5m 0 x� 3„5 a� �b 7-a l2w jo /y M M AN SHEET 40 OF 47 a o Compac II Elevation IIa a fr + W Geogrid is to be Placed an Level 18" Backfill and Extended Over the Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. Compac 11. Plan Stake as num ed. Grid & Pin Connection Compac II Unit • Dimensions May Vary by Region 11 00 Standard Elevation Cap Unit Elevation s 00 1 1 Cap Unit Plan Standard II Plan 3 -Plane Split Standard II Unit Cap Unit Option • Dimensions May Vary •Dimensions& by Region Availability Will Vary by Region Block Types NO SCALE v air i ' Leveling Pad (1" Minus) Step Note: IAU a�,HLt 1. The leveling pad is to be constructed of crushed stone. 1/2" x 5 1/4" zFiberglass Pins _� Front Face Section Leveling Pad Detail NO SCALE DESIGN CONSULTANTS JOB #: H21315 HILLSIDE RETAINING WALLS & ENGINEERING 5256 S. Mission Road #703 Bonsall, California, 92026 OFFICE: (760) 451 -8600 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other connector without written permission by Hillside Retaining Wails. CHANGE NO. DESCRIPTION S H u I LTS Planter Elevation Planter II Plan Planter II Unit All Dimensions May Vary by Region Standard Elevation Standard Plan Standard Unit f Dimensions May Vary by Region ;onnection Pins Used n the Front Units. Pins Jot Used in the Back Units. ail Between Tails of the Front Units and pull Back against Front Unit Tails Double Stack - Back to Back Connection p,EL 4l' R.C.E.NO. 53444 EXP. 06 -30-15 ctvl% o" NO SCALE TW 171.67 — Keystone Cap Unit -- Cap Unit Secured with Kapseal Adhesive or equal Keystone Compac II Unit Top 2 Courses c H Batter Back Pin Alignment Keystone 21.5" Standard Unit — Unit Drainage Fill Extends 2' from Face of Wall. (3/4" Crushed Rock or Stone) Finished BW 164.67 `Note: Subdrain outlet elevations and locations should be verified by and coordinated with the project's civil and soils engineers. Any storm drain systems and /or tie -in locations need to be discussed with Hillside before wall construction. Hillside Retaining Walls is not responsible for any discrepancies between the grading plan, field conditions and these segmental retaining wall plans. Any discrepancies should be brought to Hillside's attention as soon as possible so that a resolution can be found. Engineering and /or construction fees may apply to changes due to these discrepancies. Drainaae & Utilities in the Grid Zone Some utility laterals and drainage pipes are allowed in the grid zone but must be coordinated and installed during construction of the retaining walls. If geogrid is encountered during any excavations, excavation must stop immediately and Hillside Retaining Walls must be consulted to mitigate and /or repair any damage. _�IIIIIIIIIIIIIT'' Back Cut ! 1 -1 � I -1 11- 0 IIIII Itl1II —1 I'-1' 1 =1 111 Foundation Sc 0 = 30° y = 120 pcf C = 0 osf 1" Minus Crushed Stone Leveling Pad 6" Minimum Thickness Retained Soil (D = 30° y = 120 pcf C = 0 DSf 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO CHRISTYS DRAIN -EEZ (TC- DE4100), FILTER SOCK, INCASED IN 4' CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE AND CONNECT TO THE SITES STORM DRAIN SYSTEM. Section B -B at Wall 2 Station 12 +23.50 (See Sheet 42 Typical Gravity Wall Section CIVIL CONSULTING GROUP 5858 Mt. Alifan Drive. Suite 208 San Diego, California, 92111 OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 ED DATE BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 21.5" Standard Units - Back Pins Level Above - Level Below NO SCALE * Note: A planter row may be used to make the wall plantable. To adjust the batter, use front pins on five non - planter courses for every planter course used. SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: JGH JGH MM PLANS PREPARED UNDER SUPER HORIZONTAL: AS SHOWN DATE. VERTICAL: AS SHOWN R.C.E. NO.: 53444 MICHAEL M CALL EXP.: 06/30/2015 1" Minus Crushed _ Stone Leveling Pad 6" Minimum Thickness TW 164.33 Compact to 90 0 Min. r Der ASTM D1557 -07 Miragrid 3XT 9.0' Length 1 Miragrid 3XT 7.0' Length ` I�III11 , -- — - — - — - - - — - - - — Reinforced SoilI 1= (D = 30° y = 120 pcf 1 1 ------------------ i Foundation Soil (D = 30° y = 120 pcf C = 0 ocf Section A -A at Wall 8 Station 13 +23.25 (See Sheet 45 TvDical Plantable Grid Reinforced Wall Section Compac II Units - Front Pins with Planters Slope Above - Level Below NO SCALE Keystone Cap Unit Cap Unit Secured with Kapseal Adhesive or equal Keystone Compac II Unit Top 2 Courses —� 8V:1 H Batter Back Pin Alignment Keystone 21.5" Standard Unit or Standard II Unit Unit Drainage Fill Extends 2' from Face of Wall. (3/4" Crushed Rock or Stone) Finished Grade MI BW—__ Il>1A tl�lllllTlhi II�I�III�II I I II I Foundation Soil =1 I = 30 1 I y ° =120 pcf III C = 0 psf _ 1r1,11111��1� = — L�I� Retained Soil (D = 30° y = 120 pcf I — C =0pSf Ilk =nl _ III ' III„ IIII;; 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO CHRISTYS DRAIN -EEZ (TC- DE4100), FILTER SOCK, INCASED IN 4" CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE AND CONNECT TO THE SITES STORM DRAIN SYSTEM. s 1 9 0 U N de 0 `k m a 0 1" Minus Crushed Stone Leveling Pad 6" Minimum Thickness w A Typical Side Lot Gravity Wall Sections 21.5: Standard or Standard II Units - Back Pins 5n 99, Level Above - Level Below NO SCALE CONSTRUCTION DETAILS Keystone Cap Unit ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT Standard Unit Compac II Unit - Cap Unit - Ca Unit Secured with GRADING PLAN FOR: 1110 URANIA AVENUE Base Leveling Pad Notes: Width: 18" Width: 18" Depth: 21.5" Depth: 12" Height: 8" Width: 18" "Depth: 101/2" Height: 4" SRW Adhesive or e qual MASIH MAHER GLENN PRUIM H14 1. The leveling pad is to be Height: 8" *Weight: 120 lbs •Weight: 821bs *Weight: 451bs 1, Additional Geogrid Overlap constructed of crushed stone n� 3" of Soil Fill is Required Betwee Extend Wall Height / 4 ri 2.The base foundation is to be Overlapping Geogrid for Proper I approved by the site geotechnical Anchorage (Typ.) ru .. ..... ..... `! engineer prior to placement of the leveling pad and below reinforced grid zone. Near Vertical Batter _. ,.. } s Unit Face — H/4 l e Compac II Unit Drainage Fill t Note: z, Optional H12 ` 1. Check with manufacturer specifications ) Excavation Planter Unit on correct direction of orientation for Limits ' geogrid to obtain proper strength. 6" Crushed Rock or mi Unit Drainage Fill 2. Drilling dditional In holes into Keystone g p Y Unreinforced Concrete Extends 2' from Face of Wall. Leveling Pad Htz units may be necessary align them. .. (3/4" Crushed Rock or Stone) 3. Corner units recommended for outside Standard Unit (Compac II Unit Top Two Courses) /Base Pad Isometric Section View corners. Availability May Vary. Finished Grade NO SCALE Dimensions &Weight May Vary by Region Geogrid Installation at Corners NO SCALE Compac II Elevation IIa a fr + W Geogrid is to be Placed an Level 18" Backfill and Extended Over the Fiberglass Pins. Place Next Unit. Pull Grid Taught and Backfill. Compac 11. Plan Stake as num ed. Grid & Pin Connection Compac II Unit • Dimensions May Vary by Region 11 00 Standard Elevation Cap Unit Elevation s 00 1 1 Cap Unit Plan Standard II Plan 3 -Plane Split Standard II Unit Cap Unit Option • Dimensions May Vary •Dimensions& by Region Availability Will Vary by Region Block Types NO SCALE v air i ' Leveling Pad (1" Minus) Step Note: IAU a�,HLt 1. The leveling pad is to be constructed of crushed stone. 1/2" x 5 1/4" zFiberglass Pins _� Front Face Section Leveling Pad Detail NO SCALE DESIGN CONSULTANTS JOB #: H21315 HILLSIDE RETAINING WALLS & ENGINEERING 5256 S. Mission Road #703 Bonsall, California, 92026 OFFICE: (760) 451 -8600 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other connector without written permission by Hillside Retaining Wails. CHANGE NO. DESCRIPTION S H u I LTS Planter Elevation Planter II Plan Planter II Unit All Dimensions May Vary by Region Standard Elevation Standard Plan Standard Unit f Dimensions May Vary by Region ;onnection Pins Used n the Front Units. Pins Jot Used in the Back Units. ail Between Tails of the Front Units and pull Back against Front Unit Tails Double Stack - Back to Back Connection p,EL 4l' R.C.E.NO. 53444 EXP. 06 -30-15 ctvl% o" NO SCALE TW 171.67 — Keystone Cap Unit -- Cap Unit Secured with Kapseal Adhesive or equal Keystone Compac II Unit Top 2 Courses c H Batter Back Pin Alignment Keystone 21.5" Standard Unit — Unit Drainage Fill Extends 2' from Face of Wall. (3/4" Crushed Rock or Stone) Finished BW 164.67 `Note: Subdrain outlet elevations and locations should be verified by and coordinated with the project's civil and soils engineers. Any storm drain systems and /or tie -in locations need to be discussed with Hillside before wall construction. Hillside Retaining Walls is not responsible for any discrepancies between the grading plan, field conditions and these segmental retaining wall plans. Any discrepancies should be brought to Hillside's attention as soon as possible so that a resolution can be found. Engineering and /or construction fees may apply to changes due to these discrepancies. Drainaae & Utilities in the Grid Zone Some utility laterals and drainage pipes are allowed in the grid zone but must be coordinated and installed during construction of the retaining walls. If geogrid is encountered during any excavations, excavation must stop immediately and Hillside Retaining Walls must be consulted to mitigate and /or repair any damage. _�IIIIIIIIIIIIIT'' Back Cut ! 1 -1 � I -1 11- 0 IIIII Itl1II —1 I'-1' 1 =1 111 Foundation Sc 0 = 30° y = 120 pcf C = 0 osf 1" Minus Crushed Stone Leveling Pad 6" Minimum Thickness Retained Soil (D = 30° y = 120 pcf C = 0 DSf 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO CHRISTYS DRAIN -EEZ (TC- DE4100), FILTER SOCK, INCASED IN 4' CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE AND CONNECT TO THE SITES STORM DRAIN SYSTEM. Section B -B at Wall 2 Station 12 +23.50 (See Sheet 42 Typical Gravity Wall Section CIVIL CONSULTING GROUP 5858 Mt. Alifan Drive. Suite 208 San Diego, California, 92111 OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 ED DATE BENCHMARK PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 21.5" Standard Units - Back Pins Level Above - Level Below NO SCALE * Note: A planter row may be used to make the wall plantable. To adjust the batter, use front pins on five non - planter courses for every planter course used. SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: JGH JGH MM PLANS PREPARED UNDER SUPER HORIZONTAL: AS SHOWN DATE. VERTICAL: AS SHOWN R.C.E. NO.: 53444 MICHAEL M CALL EXP.: 06/30/2015 1" Minus Crushed _ Stone Leveling Pad 6" Minimum Thickness TW 164.33 Compact to 90 0 Min. r Der ASTM D1557 -07 Miragrid 3XT 9.0' Length 1 Miragrid 3XT 7.0' Length ` I�III11 , -- — - — - — - - - — - - - — Reinforced SoilI 1= (D = 30° y = 120 pcf 1 1 ------------------ i Foundation Soil (D = 30° y = 120 pcf C = 0 ocf Section A -A at Wall 8 Station 13 +23.25 (See Sheet 45 TvDical Plantable Grid Reinforced Wall Section Compac II Units - Front Pins with Planters Slope Above - Level Below NO SCALE Keystone Cap Unit Cap Unit Secured with Kapseal Adhesive or equal Keystone Compac II Unit Top 2 Courses —� 8V:1 H Batter Back Pin Alignment Keystone 21.5" Standard Unit or Standard II Unit Unit Drainage Fill Extends 2' from Face of Wall. (3/4" Crushed Rock or Stone) Finished Grade MI BW—__ Il>1A tl�lllllTlhi II�I�III�II I I II I Foundation Soil =1 I = 30 1 I y ° =120 pcf III C = 0 psf _ 1r1,11111��1� = — L�I� Retained Soil (D = 30° y = 120 pcf I — C =0pSf Ilk =nl _ III ' III„ IIII;; 4" PERF SDR 35 PVC OR TRIPLE WALL DRAIN INSERTED INTO CHRISTYS DRAIN -EEZ (TC- DE4100), FILTER SOCK, INCASED IN 4" CRUSHED ROCK BEHIND BLOCK. LOCATE DRAINS AS LOW AS POSSIBLE AND CONNECT TO THE SITES STORM DRAIN SYSTEM. s 1 9 0 U N de 0 `k m a 0 1" Minus Crushed Stone Leveling Pad 6" Minimum Thickness w A Typical Side Lot Gravity Wall Sections 21.5: Standard or Standard II Units - Back Pins 5n 99, Level Above - Level Below NO SCALE CONSTRUCTION DETAILS ENGINEERING DEPARTMENT APPROVA S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m REVIEWED BY- 6�L_ GRADING PLAN FOR: 1110 URANIA AVENUE AA Al\wl_ RETAINING WALL PLAN 11528-G m MASIH MAHER GLENN PRUIM 254 -400 -14, 19 N qil L3 p SHEET 41 OF 47 DATE DATE /lW /13 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA n� CD _j °a _j C) Keystone Wall 1 C) C) -j V- -j C) + Z Compac 11 Units Back Pins 165- z W U) x 031 ^ ^ TIN 161.33 eee TIWA 161.00 160- C C 1 1 1 1 i i i i i BW 159.33 155- �411 Case 7 Gravity Section No Grid Required 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 O W LO CD _j CO -j 175- CD _j + X: CD 0 CD Z U) Standard 11 Units Back Pins 170- LU CO TW 164.33 77. A ZX Ax x TW If 2.67 "�X' �0. P "k, �0. 77. % NO TW 166.67 TW n TW 167.3 TW 167. 67 167 0 3 ililli TW 165.33 6, TW 1 6 TW 166.00 TW 166.33 0 ------ 0 165- TW 164.6 TW TW 165.33 TW 16 TIN 164.00 e C c C Q C 0 1 C BIN 164.67 C C C �3 1 7 T 7� T t I C I C I C I C I 1 21 �1 21 21 C I C I C C G c c I a I I C I I C� 7x* 2' 2; 1 21. 1 2. 1 2'. 1 2: BW L 16L2.001 I I I BW 162.00 1 1 1 1 1 -XO C G C G 1; c 1 0 c I I I I I 1 1 7C �c7c, I-F-41-1 21 1 �1 21 1 21 1 216, C 160- x wi� L BW 159.33 BW 160,00 0,7 4.00 0 BW 161.33 Case 2 Gravity Section Case 1 Case 2 Gravity Section No Grid Required No Grid Required No Grid Required I I I I I I I I T- 10+00 10+10 10+20 10+30 10+40 10+50 10+60 10+70 10+80 10+90 11+00 11+10 11+20 11+30 I I I 11+40 11+50 11+60 11+70 11+80 11+90 LO W r., Keystone Wall 2 L6 r-- Z -j + X: C\ W Standard 11 Units Back Pins +W C\ U) 180- LO W < Z W 10 0 00 + -j cr W U) TW 172.33 a x 4., - x Nk� TW 176.67 TIN 177.00 )UWr- TW 177 33 TW 177.67 X� - C - I C I C I C TW 178.00 TVV 171.33 7 TVV 175.33 Twi 67 75. TW 176.00 176.33 3x:)u C I i C C C C C C C C C C C CC CC C 0 1 C C C C C G C 21 21 21 21 175 7. 7W 17U7 �p 7 TW 174. 174 6'%'7- TW 175.nNn- -- --- --- 1 TIN I 'j I 33 Q I ulc[Qj�;IQ I C P_jCjClClCjCjC[Cj'-jCj0 I 1; C i C I C I C C C C C C 10 G CCCCG021212! 2' 2' 24 �' 2- 2' 1 2' 1 21 21 1 21 1 21 1 21 x TW 169.33 7� x,\-6' N L172OO' TIN 17' TW V TW 17 Hj( 11111CICIC Ci��ICICIC C I C I C I C I I C I C I C I C I C I C I C I C 1� T CC IT 2 �1�21�121j!2 j! 11 212 21 )t '1 2,1 1 21 V 21 21 21 21 TW 168.33 7 172.67 - I c I I I c I c I I I I c 1 2.1 1 1 1 ZY21 21 T 1 21 1 21 1 21 1 21 1 1 11 1 �j 21 21 21 1 21 1 21 11 1 7 FV 171.Q TW 172.0 k' I C 1 0 1 c C I c 1 1 1 C C .0 � I � I " I C I I I y I I I I I I 1 1 7 7 2107 T\ 7 KI I C I C I C I C C [ C I C I C I C I I I T-21 ]-X BW 171.33 T I C I C , C x A., ...... .. ... 1. r T' I' 1 1 21 1 21 1 21 1 2i 1 21 1 21 170- 7- 0 BW 170.67 1 z1 170 00 4 BW 169.33 21 X 21 21 21 1 21 1 21 1 21 1 C '121121 1 1 21 21 21 21 21 21 21. 37.33N TW 167.6 168.00 CSC 1 2 21 1 -47 I C I G I Q I C 1 0 C C CC CT 21 7, 21 21 21 21 ;�l 21 2i 21 21 21 21 C C c c I I u I (; I c I C I u I c 2 2- 1. 2.1 X 1 71 1 2.1 21 2.1 1 21 1 I 165- x -r.Y 7 BW 168.67 .x BW 16467 BW 164.67C 54M \< � 9 BW 167.33 lb BW 166.00 Case 2 Gravity Section Case 1 Case 7 -wri Case 8 ity Section Case 2 - Gravity Section Case 1 Gravity Section Case 2 Gravity Section Case 1 Gravity Section 0- Case 2 Case 1 Gravity Section Case 7 Gravity Section lima --W- No Grid Required No ' rid Required No Grid Required No Grid Required No Grid Required No Grid Required No Grid Required No Grid Required 11+90 12+00 12+10 12+204- 12+30 12+40 12+50 12+60 12+70 12+80 12+90 13+00 13+10 13+20 13+30 13+40 13+50 13+60 13 +80 Cal R Legend: Finished Grade: ......................................... Miragrid 3XT: .......•.•.•.•.......•. Standard 11 Unit: F DESIGN CONSULTANTS 21.5"Standard Unit: JOB#: H21315 L Mc Double Stacked Units: F-D-1 Ka HILLSIDE RETAINING WALLS & ENGINEERING R.C.E. NO. 53444 CIVIL CONSULTING GROUP Com ac 11 Unit: FT-1 6 3 0 6 12 18 25 - 5256 S. Mission Road #703 Bonsai], California, 92026 EXP. 06-30-15 5858 Mt. Alifan Drive. Suite 208 cap nit: Mai San Diego, California, 92111 Planter Unit: SCALE: 1 6' 153 Thew engfini OFFICE: (760) 451-8600 plans were designed for constri by Hillside Retaining Walls and may OFFICE: (858) 565-0475 FAX: (858) 565-0478 ox Grid Length Override: <E) ----------------- 4 not be "ad by any other contractor without written permission by Hillside Retaining Walls. WALL 1 & WALL 2 PROFILES CHANGE NO DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: BY: ENGINEERING DEPARTMENT APPROV.4S CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. J JGN H S FILts 1 PT. NO 1005 (ENC-05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISION OF REVIEWED Bv- GRADING PLAN FOR: leg SURVEY CONTROL NETWORK PER R.O.S. 18416, 2- IP RCE 29577 AT A 20' O/S TO THE CENTER OF CUL-DE-SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM:NAVD'88 HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN DATE: X, 53444 x R.C.E. NO.: - - IMIGHAEL MGGAL� EXP.: 06/30/2015 MASIH MAHER 1 DATE 13 GLENN PRUIM DATE V11P13 1110 UFLANIA AVENUE RETAINING WALL PLAN 254-400-141, 19 PLANNING CASE NO: 11-189 TMDB/CDP/DR/MIN/EIA 11528-G - z SHEET 42 OF 47 :i 175 WLI: � z Keystone Wall 2 O OJ 0 Standard 11 Units Back Pins I <a �o J) F- w �._ cn ON OJ O J + O� H � 165 Q 160 155 13 +80 Case 8 Gravity Section No Grid Required 13 +90 14 +00 14 +10 Keystone Wall 3 18" Standard Units Back Pins Case 2 Gravity Section — No Grid Required I 10 +00 10 +10 10 +20 10 +30 10 +40 ON OJ OJ + 175 N H � fA m Q 170— 165 Keystone Wall 5 18" Standard Units Back Pins BW 173.33 Case 9 Case 2 Gravity Section Gravity Section No Grid Required No Grid Required 14 +20 14 +30 14 +40 14 +50 14 +60 14 +70 14 +80 14 +90 15 +00 15 +10 15 +20 15 +30 15 +40 Keystone Wall 4 18" Standard Units Back Pins O OJ pN J O J tiQ pQ O� O+� � C) O � �LZ 170 QF_ ^o %6�tie Ox�L°� f/) m ^0^ ^rye %ash° 600 Q Tvv 1ss.00 Tw 1 z 7 )oG c ti G c c c. c c c �; G C e c 165 G G TW a G c c c TVV 165.33 '`O TIN C t't (; EC (; C i; rC C G (; a,;` (: a�,° C C C C C u C I C C C C C C C u O C u % I C % C C C C C C C d C C C C C C c: C % C C C C G C C C .% -. i. C C C C C C C C C C C C 17717 i BW 162.00 BW 158.67 160 - Case 2 Gravity Section No Grid Required 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +50 10 +60 10 +70 i 10 +00 i 10 +10 DESIGN CONSULTANTS JOB #: H21315 HILLSIDE RETAINING WALLS & ENGINEERING 5256 S. Mission Road #703 Bonsall, California, 92026 OFFICE: (760) 451 -8600 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls CHANGE NO.I DESCRIPTION 1 10 +20 10 +30 1 10 +40 1 10 +50 1 10 +60 1 10 +70 O OJ J + 0 �p la— W U) ON OJ O >J O> �U) Q~ Hco m � 170 Q 165 160 I Legend: Finished Grade: ......................................... J CIVIL CONSULTING GROUP 5858 Mt. Alifan Drive. Suite 208 San Diego, California, 92111 OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 APPROVED DATE BENCHMARK V PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" 1 RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 y Ke stone Wall 6 -1011 C- r^r%A^& -#4 11ri +n 0;rr% 10 +00 Miragrid 3XT: ....................... Standard II Unit: o 21.5 "Standard Unit: o Double Stacked Units: o Corn ac II Unit: o Cap Unit: ®® Planter Unit: Grid Length Override: O.o' ---------- - - - - --4 SCALE SPECIAL DISTRICT APPROVAL DESIGNED H BY: D J PLANS PREPARED HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN - ;/ 10 +10 10 +20 WIM1i1 ilia1i; l:Htsmu tY: ENGINEERING DEPARTMENT APPROVALS SLIPER�V�IIS��'O��N��OF REVIEWED BY: DATE�/JTj jJt�3 ./l J'_ R.C.E. NO 653444 MASIH MAHER GLENN PRUIM EXP.: 06/30/2015 DATE DATE D �J jJ (Z O OJ J O � 0 UW Y B o, 8 K is 10 +50 10 +60 10 +70 iq a n 3 N K 3 n 6 r LL a 0 �a �h 6 3 0 6 12 18 a^ SCALE: 1" = 6' dz as WALL 2 — 6 PROFILES re CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m GRADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528-G 254 - 400 -14, 19 N ' zi PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET 43 OF 47 ga �h h0,� O" TW 170.33 C Q C C C e L C. 4 C C C, E C C C. C G C G L P. C C C C y G � C C G � t< v C v G C C C C C 0 C C C G C G C G C G C G C G C I G I C I C I C I G I C I L I C I C C C C G 21 27 29 21 23 24 1 21 21 1 21 21 1 33 21 1 2t 1 21 1 21 1 21 1 ?t 1 21 1 21 1 21 1 21 1 21 1 3i 1 2? 1 z'_ 1 21 1 21 1 24 1 i`_ 1 2? 1 21 : 1 21 1 21 1 2T. 1 2' %`: 1 z`_ 2? 1 �? 2'. 2' 2'. 2' 2 ^. 2` C. DQG 24 29 2'1 21 21 21 21 21 21 21 29 23 29 24 23 212 2? 29 27 21 21 21 2'1 21 21 21 2K 27 27 21 21 21 2t 21 2i 21 2't 21 21 21 2'i 28 27 21 :`t 21 C 2t 21 21 21 21 2,)12 5 21 21 21 21 21 2t 21 2t 2S 1 21 2)11212,112 21 2i 21 2t 2`: ��29 �2M1 2 ��29 2i 2; ��21 2? 2` 2' <`: ��27 2`: 23 2? 2i 2? 2` 2? 2` ��2M1 2`: v 29 2i 21 2h 27 21 2Y 21 21 29 21 29 29 2'1 29 21 29 29 'L1 21 21 T1 27 21 'L1 21 27 Zi 2i�21 21 29 2i 'L9 23 2927 21 C QA .:LE. ii 2i .29 -.i1- Qi 1Ai-..Ai- A9. QA -:ii. iii 4?i «ii. -81. Qi :?4 - -A1- Ai -"A .:i1- iH. 4'4 wii - -ii ". 2i v .A`:. is QA .;i:- ifi ri4 w7i..1>• 2i 43: .fit. A: kA -;i.:. iii 444" 1 -3 "- .. .. .. •. BW 164.67:.., Case 1 Gravity Section No Grid Required i 10 +00 i 10 +10 DESIGN CONSULTANTS JOB #: H21315 HILLSIDE RETAINING WALLS & ENGINEERING 5256 S. Mission Road #703 Bonsall, California, 92026 OFFICE: (760) 451 -8600 These engineering plans were designed for construction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls CHANGE NO.I DESCRIPTION 1 10 +20 10 +30 1 10 +40 1 10 +50 1 10 +60 1 10 +70 O OJ J + 0 �p la— W U) ON OJ O >J O> �U) Q~ Hco m � 170 Q 165 160 I Legend: Finished Grade: ......................................... J CIVIL CONSULTING GROUP 5858 Mt. Alifan Drive. Suite 208 San Diego, California, 92111 OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 APPROVED DATE BENCHMARK V PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, 2" 1 RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88 y Ke stone Wall 6 -1011 C- r^r%A^& -#4 11ri +n 0;rr% 10 +00 Miragrid 3XT: ....................... Standard II Unit: o 21.5 "Standard Unit: o Double Stacked Units: o Corn ac II Unit: o Cap Unit: ®® Planter Unit: Grid Length Override: O.o' ---------- - - - - --4 SCALE SPECIAL DISTRICT APPROVAL DESIGNED H BY: D J PLANS PREPARED HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN - ;/ 10 +10 10 +20 WIM1i1 ilia1i; l:Htsmu tY: ENGINEERING DEPARTMENT APPROVALS SLIPER�V�IIS��'O��N��OF REVIEWED BY: DATE�/JTj jJt�3 ./l J'_ R.C.E. NO 653444 MASIH MAHER GLENN PRUIM EXP.: 06/30/2015 DATE DATE D �J jJ (Z O OJ J O � 0 UW Y B o, 8 K is 10 +50 10 +60 10 +70 iq a n 3 N K 3 n 6 r LL a 0 �a �h 6 3 0 6 12 18 a^ SCALE: 1" = 6' dz as WALL 2 — 6 PROFILES re CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m GRADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528-G 254 - 400 -14, 19 N ' zi PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET 43 OF 47 ga n n 0 Keystone Wall 7 18" Standard Units Back Keystone Wall 8 Pins N M Compac II Units Back Pins CD O� O W CN °+� OJ L6 OQ 0 MZ ir O `nZ LU � + Q ++� 00 C)� o r U - Q~ 165 QCD + o ]z 175 �m �w Ujm x ^ry�h Q ^o TW 178. TW rye, xh ' ^� O �� '`px O� QCQ C C C C C E: :; C G G 2 C C C C C C C C C T C t; C C C C C C C C n t,`, Ox6 ri'(O TW 177.7 TIN 177.33 ^� r�Ox� TW 17700 r- C C 17.7 160 �0 70x 'Ox x 8j� Ox, •DO 170 €; C C c; C E; <. E; c G c. c c c c G c G c C c c c xoS J °S DSO S TW 158.00 TW 1 .3 V C C C C C r; C c C C N ?S TW 1 7' TW 157.33 TW 15767 C C C C C C C C n V TW 156.33 TW 156.67 C C C C C C C C c C C C G C G e ..4,G e e e e C c G C G C G C G t; C C C C C ~U C c C �'-C G C C BW 174.00 BW 173.33 ..1 rum 155 C G C C r G C C C G C V L C U C G G :,C ucc WCC cCC ccc c-c ,.C,. C 'c= cc•e•"e."-�G•o�• rte.. .. ,. ,. n ,.G..0 ., C C C ^c. ~�V.L.. Vi.J 4.c..q ,. ..c S' C C C C C 165 x VGVG t <Lc c c C Cl cc cC:. C c C cvc c,. ;G,. C` M0 C. C c G G G 4. C c c c C e c a BW 154.00 Case 2 Gravity Section 150 - Case ca No Grid Required 4.0' 4 Grid Length Grid 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11 0 LO N LOW CD N LO W +� W Z V Keystone Wall 8 000 J + 0-Q 165 0 It— + Compac 11 Units Back Pins Q '2x1 E� cQ C 'lx V7 TW 161.00 160 o C C C G � ` C G C G G C G C C C C C C C C G C C C C C C G C G G C C C C C C C. C G G G C C C - C C C TW 158.67 G r C c Z: C G r C G n n .. n v u v u o c o G o G G ro C G C C c r.� a G c c c c c c :: c C G c o C c c c c C e C C v C b c v C v C c _ cC c ry V �. y o c C €i � €i I G €i 4 €` {r %. C C ?= E: c c c ' E C C C C C C C C C C' t:, E; C G C ECG CC �; C �C �C CG �C � n G r� �G� C C 0 C. G C C. C C C C �G C G {` ry r r G C C C C C 't. C C C C C C t;: 4 C C C 4 C c r C C G C t' C c r r r �• r C r •, r r r r r 155 - V CSC L -•• C 0 G G .• .. .. „C - C C G C I c C� C C v C C C C Cyr •". •rr• .p. ... r .a.. r. q. -- •�• C C C C C C• t' C• C C •'• �•� G C C C C .� C C C C G C u ]CIO C 4 C r C C C G v C C C I C v C C C i; C C C C C C C s, C C C G C C C C C C C C G C C G G C x BW 154.67 12 BW 154.00 , 1S 150 Case 6 4.0' Case 5 4.0' Case 6 4.0' Case 5 Grid Length Grid Length a th 4.0' Grid Length 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 1 8 11 +90 12 +0 12 +10 12 +20 12 +30 12 +40 12 +50 12 +60 12 +70 12 +80 12+9 Q ~Z w o- w eystone Wall 8 _j o U, W + W ./ H 2 Compac 11 Units Back Pins F- 170 + <W r U W Q lax) `// X00 TW 166.67 165 C C C C C C C C G C ,:: C G G C C G i. C C G �; G �; G C % u 9 C C :) C C G C C C 1 4. � ^ c G C c f: G C c. C C ^ • G ii • C v • 4 � � r c r• C C G C C C C C C G C C C y C C I C G J G C G ,J C C C w v y V b c c G o G C c c c C G c c G G c G c G C c c c c c e C c C c C J_TQ I T I C C G O C C y ., U C C C C C C G C O C C u^ C G C C C C C C C G C G C G C C C G C C C G C G C r C r r C C G C C C O .2..6. E1• •t3 "� .&:. .? .ry•• ^. ' K' •6• C• BW 16 1 60 E; C7 E; r,� i; i; C. t: C C ,C C C • rm C C C • C �• (, a: ,. s0- ,. ( •E G ,, c. ,, c t7 t; C ,.. t.;' t; C E, E, r (, i' r• r L' r C t' Ems• �. €, C 7Q x .00 e o � c c C c c c a c a c c C c e C 10 BW 160.00 1 Q0 A '2 S C C C: /= C C rs � � io G to r C C is C C 6� x % C o G C. G G C G C �: C G & G C w�S bC�C�C C C C C C G C G C G C C C G C G C CV C�C�CWGV CSC CNCv 13 it lx O0 BW 161.33 , Lip CIP-1cl r r 155 10x BW 159.33 U m BW 155.33 •00 BW 158.00 9 BW 56.67 0 Case 3 Case 6 4.0 Case 4 6.0' Case 5 2 se ills 00111 7.0' 4.0' Grid Length Grid Length Grid Length Grid Length g 12+90 13 +00 13 +10 13 +20 13 +30 13 +40 13 +50 13 +60 13 +70 13 +80 13 +90 14 +00 14 +10 14 +20 14 +30 14 +40 14 +50 14 +60 14 +70 14+80 a. Q Legend: Finished Grade: Miragrid 3XT: ....................... Standard II Unit: o DESIGN CONSULTANTS 21.5 "Standard Unit: o Qom, JOB #:H27315 PEL MC Double Stacked Units: o� HILLSIDE RETAINING WALLS R.C.E. N0. "< pp Corn ac II Unit: U 6 3 0 6 12 18 8 & ENGINEERING 534" ' CIVIL EXP. CONSULTING GROUP Cap nit: 5256 S. Mission Road #703 Bonsall, California, 92026 * 06 -30-15 * 5858 Mt. Alifan Drive. Suite 208 Planter Unit: ® SCALE: 1 " = 6' IF .1 San Diego, California, 92111 OFFICE: (760) 451 -8600 ( ) ( ) These engineering were designed for by Hillside Retaining Walls COP 858 565 -0475 FAX: 858 565 -0478 Grid Length Override: 6.0' - _- _•_•_•_- _ -_• -4 �� plans conslruGion and may not be used by any other rontmctor without Mitten permission by Hillside Retaining Walls. WALL 7 - 8 PROFILES m w CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESI�NHD 0-Y: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. Cos REPLA16 Lj/Q4rA AA. a,^ 1123z PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416,2" IP RCE 29577 AT A 20' O/S TO THE HORIZONTAL: AS SHOWN PLANS PREPARED U ER SUPERVISI N F DATE: L7 REVIEWED BY y M /I^ p(/� GRADING PLAN FOR: 1110 URANIA AVENUE VI6 S cl CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' VERTICAL: AS SHOWN __ _- R.C.E. N .: 53444 - MASIH MAHER GLENN PRUIM RETAINING WALL PLAN 254-400-14,19 2554- 400-14 11528 -G m DATUM: NAVD'88 EXP.: 06/3012015_ q / q / 13 DATE DATE F /I113 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA a SHEET 44 OF 47 n n 0 Keystone Wall 7 =y Keystone Wall 8 18" Standard Units Back Pins N O Compac 11 Units Back Pins o N o o f W C5 _j O�J M OW oQ ` + � o O Z O p� Z U 0) J �U) � 165 Q(9 +o= 175 �Z) Hw HW r� � U) a U) F a x ^ti. h xh °� "� 0 h ' s• 160 x a , °x4 e 'o x�8 to 170 -_ 176. - ., P ., ;, 76. U 6o by ^ ,`O" 0x6 175.67 ^O-' 'Ox °S2 ox 22 O> ,O S SO `� TW 157.67 '�S qJ .00 TW 158.33 c G G " - C *' C C r C r C C C C C C C C C C r C• r c c C c c ' TW 17 7yy 175.00 '` c c c TW 174.67 S Tw15.7 TW 1 7.00 57. c C c G c C c c c c c c c c c G e C C`. c C c c C c c c c c C c c c cTT c c C' c c c Ccc FC c C cC ^ -3• -t- o •e BW 174.00 .c. :. c .. C BW 173.33 c C G - C - ,.� -�: , 4 TW 15' c c. c c C c G C C c .. c c. c c c c - L -' -e•� c-� ro ,. :, r c C •e- e•�o�•e•• o�w - c G c' .c. p" 'r c c x 155 G G C G G C G G C C G 165 BW 154.00 Case 2 Gravity Section 150 - Case 6 Ca No Grid Required 4.0' 4 Grid Length Grid 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +90 11+ °w NW Z O W CO N �z Z � V Keystone Wall 8 + = aQ o) J 165 - ° L) F_ Compac + 11 Units Back Pins U) 72x'60 H o 7 ,x TW 161.00 160 % O G c C C G- c c C c c C c C C C C C c C C C c c C C c c C C c c c c C C C C G C c C c c c G c c C TIN f' G r C V C C G .ri 4 G G CV C4C C" C tom' C~. ,.' n r G r.. {' ii r. 4, � CvC C t`, Cvr C V r C' C:YC C r C' t~ C G yCCG V C 4 JC .. .. ;, .. r. ., :, ., .. :, ., r .. ;. .. ;, .. ;. ., ; . .. :. .. :. .. :. .. :. .. .. .. r, ., .. ., 'r ,. -- ---- � s] {� E, E, � �� C :, E, � E: {; C {; {; C. L �� , " ;. (; '7777 C i;. is i, i; C C C. C C C C C C ' {; L; {; L; i, C C {, L, r r S, r i, t; C r i. r t..•• C C {: is t; i; C t: i; t: r. t; Cl t; t; G u C C L; C (, C71 C C C C G• C . ^, G C C r C C G C r C t, r r; q ry C f C C (: C 4 r C r, C' C f; r r; r r, c r, r r r, r` f G C �{. r c r c I I v ., G c C :, ., „emu ".r: c-o :e. t: c=+r :�. "s::r.`o 155 - C _ - C. G, r C c c C, C I c C -.. .....t,.3. C I C I r. C C c C C c G G C C. .. `W. .n: vc"1'S' C. <,�s.... , ...` :�. ... �. .3 •� -- �.�,.,..- c c c c c c c c c c c c e BW 154.67 72, BW 154.00 S 150 - Case 6 Case 5 Case6 - Case 5 4.0' m 4.0' 4.0' 4.0' Grid Length Grid Length Grid Length - - Grid Length 11 +00 11 +10 11 +20 11 +30 11 +40 11 +50 11 +60 11 +70 11 +80 11 +90 - 12 +00 12 +10 12 +20 12 +30 12 +40 12 +50 12 +60 12 +70 12 +80 1 +9 Q LO ~Z o_ j+WWW Keystone Wall 8� 00 C) a � z Co mpac I I Units Back Pins 170 ° W 7Yx (= 04 04 "" W F_ U' S TW 166.67 165 ; G G G � r e C C C G " r C, C G C r: C C t; C C C G C C G G r, t: G G t; r �� r, G G f; E; r. G � Q� V � C. c c i, r c C c c C C r c C r.. c C t, G G V L G G G 4r, C t- C t. G 4 4 w r..c t, G cicicl- C t`. G C C L^ G: e e C C C G C C C G C C C C C C G r C C C C C C C C L �TW C, C C 162.00 G c c C c C F"XC4 grilp1qRs BW 16 TW 161.00 .00 r r c c C c C c c 160 G r c c G r, c r, c ,E c c r G 4 C Fx t r L. f . C f; r f, . G , f r r r C P. t, t t C G ., v ., , v v C C ,. x C C G C C C C G` G L C C G L C G C C C C C C C G C... r y " r C r r c ;. BW 161.33 1. r^ r • r r r r^- 155 x x 159. c BW 155.33 00 BW 158.00 k BW 56.67 s it Case 4 6.0' Case 6 4.0' Case 4 6.0' Case 5 4.0' Grid Length Grid Length Grid Length Grid Length 12+90 13 +00 13 +10 13 +20 13 +30 13 +40 13 +50 13 +60 13 +70 13 +80 13 +90 14 +00 14 +10 14 +20 14 +30 14 +40 14 +50 14 +60 14 +70 14+80 N 5 Q � Legend: Finished Grade: ----------------------------------------- Miragrid 3XT: ---------------•------- Standard II Unit: o N DESIGN CONSULTANTS 21.5 "Standard Unit: o JOB #:H21315 �aQ S�H.�� Double Stacked Units: o HILLSIDE RETAINING WALLS .� R Compac 11 Unit: 0 6 3 0 6 12 18 &ENGINEERING z w No. 33538 m SERVIN ENGINEERING Cap nit: Cap 5256 S. Mission Road #703 Exp. 302 A Bonsall, California, 92026 * 2647 Gateway Road Suite 105 -500 Planter Unit: ® SCALE: 1" = 6' a 3 CIVIL Carlsbad, California, 92009 OFFICE:(760)451 -8600 9TF �F ( ) ( ) � OFFICE: 760 931 -1792 FAX: 760 .931 -1892 These engineering plans were Designed forconstrudion by Hillside Retaining Walls and may OF CP` 0.0• � - - - - Grid Length Override: -4 Q > a not be used by any other contactor wdhoutwritten permission by Hillside Retaining Walls. NEW S yg WALL 7 - 8 PROFILES CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: JUH DRAWN Bv: CHECKED BY: ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m .Lowered TW Elevation Wall 7, 8 & 10 & BW Elevation Wall 11 I I PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. 18416, z° 1 RCE 29577 AT A 20' O/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF ARBOR CT ELEVATION: 174.391' DATUM: NAVD'88�' HORIZONTAL: AS SHOWN VERTICAL: AS SHOWN PLANS PREPARED UNDER �� SUPERVISION OF DATE: / 3�� R.C.E. NO.: -63#44 EXP.: 06/30/2@95' REVIEWED BY: MASIH MAHER DATE /0, Fit/ GLENN PRUIM DATE 1 � 2 3� 14 GRADING .PLAN FOR: PLANNING CASE NO: 1110 URANIA AVENUE RETAINING WALL PLAN 254-400-147 19 11 -189 TMDB /CDP /DR/MIN /EIA 11528 -G et to a a kii o S l!I LTS SHEET44AOF 47 .. . �y n G C' G C G �� G t, G C G C' L. C C G C G C C C C C C G C G C C^ r ^ 1 _ C v C y.C..4. �.C-�. ii.^ d..° �.C..1 .4. .4. r BW 16 .00 BW 182.67 °O ' BW 166.00 160 BW 164.67 'S Case 5 Case 4 Case 3 BW 63.33 Case 5 4.0' 6.0' 11111. ti[.0' w 4.0' Grid Length Grid Length Grid Length Grid Length 14+ 0 14 +90 15 +00 15 +10 15 +20 15 +30 15 +40 15 +50 15 +60 15 +70 15 +80 15 +90 16 +00 16 +10 16 +20 16 +30 16 +40 16 +50 16 +60 16 +70 °w L" z co _ LO J LO Keystone Wall 8 �� Z F- 180- + = Compac 11 Units Back Pins ' °x��2s U z Q v e r. c G G c c G c c G G G G 1 75 L TW 175.33 ,. C ,. G r G E r. ,. r. r C f, Er , r r, " ill C G c C iI C C C G C C C C C E= C C= C C G C G C t' C C C C C G C G C G C r C G t: r C C^ C r C C C r r r r C G C C C C n I n I r, I C r1lrlrlr1r111l C L. G C G C G 0 L� C C C C C C C C G C C C C C C tr C G C G C G C C C C C C C C C C C C O C G C C^ C^ G C C C C^ C G C^ C S; ^ G G^ G r C r C C C C C^ C G TW 172. r C C J G O C C C ti L t,;' G C C C C� C .. L' G C G G C C 4 G f} C C G g G C C C' C C C G G 4 G W� C G C G C C C ^' C� C C C. C C C C C C G C3 C c C C C C.' C G C C C is C G C C C C G C C C C C G G C1 G C 170 - G G ., r. G C: C C E, C. (: % C E, C C C° C G C, u" C E: C C C i' C C E' C E' f r• r. �x� s! <C C G r G �` C G c BW 169.33 7 X92 BW 166.67 v DSO Bw 170.67 165 - Bw 168.67 BW 167.33 Case 5 Case 4 Case 5 - Case 4 4.0' 6.0' 4.0' 6.0' Grid Length Grid Length Grid Length Grid Length 6 +70 16 +80 16 +90 17 +00 17 +10 17 +20 17 +30 17 +40 17 +50 17 +60 17 +70 17 +80 17 +90 18 +00 18 +10 18 +20 18 +30 18 +40 18 +50 18+ LO ti J J Keystone +� Wall 8 N L0 W Compac II Units Back Pins � w 185 `+ _ W 81.33 T U x '9 x i x Q °O 2s ryp ryOx TW 181.67 � p '/� 10- U) C 4 G' C G C' G G C C {; C C C C G C 4 C 4 C C G t; C G e C y C C C V G CCC C. C C C C r° G G C G C C G` G G C C: C C C' C: G <: <'- r` E" C: c C C t' C fr f .., fr _: r ., C ., { ., { ., tr ., t; L` �, it ., t; C [.; C �; (r C, {, i. ., C ., . E7 C C C [r C G G G r C i; C C C r 1, TW 178.0 C- :• C C: :: C ., r, E; EEC ?; is a. C M C C: C C: i, C. {` C( :. C, E: C V C .. C fi v C; C; C 3; E; C E; G C G f: C C C <" C :> C, C C f: G C G C G C C C C G G C C; C C. C C (: !: C C; G C f: r t: C C G C G C C C t. 2° G C C C C C C C C C C C G C C C G C 4"- C G C' C C G C G 8 C C C C 8 r C^ G C r C u C r E, r. C r C^ C G C C % C C C C C C u G C r C x� c r c 0, c r c z. C _ .. �' .. . 175 G G G v �� - :�_ .�... . - G c �,rC C r 2° r U r r C r r r r r r C r C r r r C L ry C C L BW 175.33 rG ` L G +1 BW 176.00 2°x X. a G C G C G C l t G G C C E; G C C C^ r C L C C C L C r, C r G C C f C C 4 C 4:" v •• G •• C^ 79 `9x 29) 00 !.` r r r C G C: r• r s• s Q BI V 178.00 C I G I C G C. i; C I C: I C I G I t: I C t C C E; I tC i; r° B W 17 i.67 9 BW171.33 170 9x22`2 BW 174.67 6° BW 173.33 8 BW 172.00 s Case 4 G Case' 6.0' Grid Length m Gdd Length 18 +60 18 +70 18 +80 18 +90 19 +00 19 +10 19 +20 19 +30 19 +40 19 +50 19 +60 19 +70 19 +80 19 +90 20 +00 20 +10 20 +20 20 +30 Legend' ................. ................ ..... . .. s Finished Grade: Miragrid 3XT: ----------------- . - - - -- Standard II Unit: o sa DESIGN CONSULTANTS Qom, 21.5 "Standard Unit: o s JOB* H21315 PEL 440 Double Stacked Units: o an HILLSIDE RETAINING WALLS "� Co111 aC 11 Unit: 0 6 3 0 6 12 18 0 R.C.E. NO, rp f 4 & ENGINEERING 5314 �+ 5256 S. Mission Road #703 EXP. CIVIL CONSULTING GROUP Cap nit: ®® g" Bonsall, California, 92026 * 06 -30-15 * 5858 Mt. Alifan Drive. Suite 208 Planter Unit: ® SCALE: 1" = 6' CtVtV �p San Diego, California, 92111 OFFICE: (760) 451 -8600 gjFCR OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 Grid Length Override: o.o' -- -- ------ - - - - -� These engineering plans were tlesignetlfor construction by Hillside by Hillside Walls and may WALL 8 PROFILE not be used by any other contractor wiNOUt written permission by Hillsitle RBtaining Walls. DESIGNED BY: DRAWN BY: CHECKED BY: 0 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL J H J ENGINEERING DEPARTMENT APPROVALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 69 S RVILTS PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISI N 9F REVIEWED BY- GRADING PLAN FOR: SURVEY CONTROL NETWORK PER R.O.S. 1110 URANIA AVENUE 18416, 2" IP RCE 29577 AT A 20' O/S TO THE HORIZONTAL: AS SHOWN DATE: �f� M ^^ %m 3444 CENTER OF CUL -DE -SAC AT THE NE END OF MASIH MAHER GLENN PRUIM RETAINING WALL PLAN 11528 -G VERTICAL: AS SHOWN R.C.E. N .: 5 254 - 400 -14, 19 ARBOR CT ELEVATION: 174.391' - DATUM; NAVD'88 EXP.: 06130/2015_ DATE 13 DATE �/ ' PLANNING CASE NO: 11 -189 TMDBlCDPlDR/MIN /EIA SHEET 45 OF 47 a r n 0 Ln w w Keystone W Wall 8 8 + +J Z Z �w .z c co_ Compac 11 U Units Back P Pins a a Q Q 175 Q Q Q s sx's o & ° o TW 17 1 70 � �O T TW 170. C I G C G C c G e G c G G G c G c c c c c c C C e G c c ^. C C ^ G C C C G^ C C C i C l ^ C G G G G G C G C C - .. r. .. r� r r .. c (, <• €. r E, C. C, .. C G G •• C .. G E' o C C: C C C G C C C I C G a C C4 C r ii C C C� C a C C C C C. C CCC; G C 7 ., ..0 I CCC rC^ rC C „C C G G c e e G G r CC . C r CCrrC „ C^ Cr,r Cr,C C C^ C r' C C7 Cr, . r u r 165 C C C E E; C C C C C C C C C C C C C G C C C C C r C r G C.� C. C C C" C. G G G C. G C C. C C C G C G G C G C GCC G G C C G G C G G C 7 7 C C C C C C C G C C C r C C C r" C C C C r C G y^, L r r C C C r r r r r c r C r C C r C C 6 e� G C C C C L' G C C C I ,� r n 0 165 160 155 O J O O + OZ a� F- w mm 10 +00 O J O O Q O� + 0 �Z 170- w mm 165 160 10 +10 Keystone Wall 9 18" Standard Units Back Pins 10 +20 Keystone Wa 10 +00 O J O J O + OZ 175 U) m 170 165 18" Standard Units 10 +10 10 +20 KPV�tnnP XNA 10 +30 ll 11 Back Pins 10 +30 I 1'3 Case 2 Gravity Section No grid Required 10 +40 10 +50 10 +60 10 +70 10 +80 Case 2 Gravity Section No Grid Required 10 +40 1 10 +60 10 +70 10 +80 il11MG11 10 +10 DESIGN CONSULTANTS JOB#: H21315 HILLSIDE RETAINING WALLS & ENGINEERING 5256 S. Mission Road #703 Bonsall, California, 92026 OFFICE: (760) 451 -8600 These engineering plans were designed for conshuction by Hillside Retaining Walls and may not be used by any other contractor without written permission by Hillside Retaining Walls. CHANGE NO.1 DESCRIPTION COC*— +U) w z Z O CO J O vao F- + C) U) W Z O = O 00 +z OH U) w Z Z O 165 160 155 O J O J O + O Z a � F- w U) m 10 +00 O J O J O + CD Z Q U 175- SCE 165 Keystone Wall 10 18" Standard Units Back Pins 10 +10 10 +20 10 +30 Keystone Wall 12 18" Standard Units Back P� �J 10 +00 10 +10Ke stone Wa v O J O + 180 O �w �m 175 170 10 +00 18" Standard Units 10 +10 10 +20 10 +30 III Back Pins 10 +30 10 +20 10 +30 10 +40 + 10 +60 10 +70 10 +80 LeOend so Finished Grade: ------- •- •-- •- •------------ - ----- - - ----- Miragrid 3XT: —•-------------•- - -• —•- Standard II Unit: a�I 21.5 "Standard Unit: pEL MCDouble Stacked Units: R.C.ENO Compac II Unit: o I CIVIL CONSULTING GROUP Ca nit: 05.30.15 * 5858 Mt. Alifan Drive. Suite 208 p C�VtV �p San Diego, California, 92111 Planter Unit: C�p 1 OFFICE: (858) 565 -0475 FAX: (858) 565 -0478 Grid Len th Override: o.o --f g O-•---•---•---•-- APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV J H J H ii2 PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVISI N F REVIEWED BY• SURVEY CONTROL NETWORK PER R.O.S. DATE: HORIZONTAL: AS SHOWN 18416, 2" IP RCE 29577 AT A 20' O/S TO THE � �• MASIH MAHER GLENN PRUIM CENTER OF CUL -DE -SAC AT THE NE END OF R.C.E. NO.: 53444 q � g � ( 3 ARBOR CT ELEVATION: 174.391' VERTICAL: AS SHOWN -11 ` /tj - p f DATUM: NAVD'88 EXP.: 06/30/2015 DATE DATE ( / /j /1.3 Case 2 Gravity Section No Grid Required 10 +40 Case 2 Gravity Section No Grid Required 10+40 10 +50 10 +50 10 +60 10 +60 10 +70 10 +70 10 +80 10 +80 CIO + + O �U) U) w Z Z O 00 o+ + O U) w O 00 J JO + j + O U) cn w Z O 0 1 _ -- -- - -• •- -- - - - - -- -- -- - -• -- -- - -. -• -- - - - - -- -- -- - -- -• -- - -• -- BW 171.33 Case 2 Gravity Section No Grid Required 10 +40 10 +50 10 +60 10 +70 10 +80 F 8 6 3 0 6 12 18 SCALE: 1 = 6' >_� 1 WALL 9 - 14 PROFILES CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO. 3RADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528 -G m 254 - 400 -14, 19 i mo 1.e 155 170 165 160 O J O J o�+ oZ Q c� F— W U) m 10 +00 10 +10 Keystone Wall 9 18" Standard Units Back Pins 10 +20 10 +30 Keystone Wall 11 Case 2 Gravity Section NoNo grid. Required 10+40 10 +50 CO J J v Ke stone Wall 10 00 18" Standard Units Back Pins ,r-- U O Z Q� U) W W z 0° p 165 U 160 Case 2 155 Gravity Section li No Grid Required 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +60 10 +70 10 +80 10 +00 10 +10 10 +20 I<in-x/-qtr)np- \A/n 10 +30 II 1� 10 +40 10 +50 10 +60 10 +70 KIM -III O J O J C5 oh oZ O 175 u 170 it:1:7 Vioxictnna M /all 17 10 +70 10 +80, 10 +00 10 +10 10 +20 10 +30 Keystone Wall 14 "' j —'— - ' - - ' —"' - - 0 18" Standard Units Back Pins 10 +40 10 +50 10 +60 10 +70 10 +80 0 J J ol O = 0� +� 0 U) W z O 0 J J Q 00 I_ o� I la— U U) W z zi OI L) 0 J J 18" Standard Units Back Pins Q 2 d. 0 j O O J O J TW 176.33 z s If c r c c c z O c c c c c c e, c c c r, c c e r c r., c s c s c r c c c c O u, U' + -BW + 2 180 Z OZ k o_H_ (D Case 2 _ 0 Gravity Section W No Grid Required 3 10 +40 10 +50 10 +60 10 +70 10 +80 4 U) V 175— r �c' 175 TW o W c ccc t c. r c ly, ccccc� c` e.� c n c r c r r r Jc4c r z ly. c4Cu r4r cI cI . ...... .... ... .. .. ... .. .. c c c c cICI I cvcLc c. cycLc c cuc ...... .. ..... .. .. ... .. .. ...... .. .. . ... .. .. ...... .... ... .. c e c c I c I c c Z { .. ... .. .. .. . .. .. ... .. . 170 Bw 168.67 7 U 170 165 Case 2 Gravity Section No Grid Required 10 +00 10 +10 10 +20 10 +30 10 +40 10 +50 10 +60 10 +70 10 +80 10 +00 10 +10 10 +20 10 +30 Legend: Finished Grade: ------------- •------ •-------------- - - - - -- _ -- Miragrid 3XT: ....................... Standard II Unit: o DESIGN CONSULTANTS 21.5 "Standard Unit: z, FESS� JOB#:H21315 S' SFRti�2 Double Stacked Units: o HILLSIDE RETAINING WALLS � +��•c� Com ac 11 Unit: o & ENGINEERING w No. 33538 5256 S. Mission Road #703 Ex 6-30 m SERVIN ENGINEERING 4 A 1 J Cap ` nit: Bonsai], California, 92026 2647 Gateway Road Suite 105 -500 Carlsbad, California, Planter Unit: These engineering plans OFFSIaCE: ( 760) 451- 860�Re�ammg wa��a and mar , OF ear 92009 -a OFFICE: (760) 931 -1792 FAX: (760) 931 -1892 Grid Length Override: 0.0' ------- o- - - - - -- - -- any mn ada .mee by Hillside Retaining Walls. CHANGE NO. APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL DESIGNED BY: DRAWN BY: CHECKED BY: ENGINEERING DEPARTMENT APPROV JUN Lowered TW Elevation Wall 7, 8 & 10 & BW Elevation Wall 11 t Am A PT. No 1005 (ENC -05) OF CITY of ENCINITAS SURVEY CONTROL NETWORK PER R.O.S. HORIZONTAL: AS SHOWN PLANS PREPARED UNDER SUPERVISI N OF DATE: REVIEWED BY: AS UI LOS 18416,2" IP RCE 29577 AT A 20'0/S TO THE CENTER OF CUL -DE -SAC AT THE NE END OF �� R.C.E. NO.: 534#4• MASIH MAHER Coil GLENN PRUIM ARBOR CT ELEVATION: 174.391' VERTICAL: AS SHOWN - z F7 7 DATUM: NAVD'88 'V�'d j -'—Wek'0 EXP.: 06/3 DATE DATE 1123114 10 +40 10 +50 10 +60 10 +70 10 +80 0 J J ol O = 0� +� 0 U) W z O 0 J J Q 00 I_ o� I la— U U) W z zi OI L) - N 3 . a U 4^a �N 6 3 0 6 12 18 8* E SCALE: 1" = 6' �x IUEW SNOT WALL 9 - 14 PROFILES � ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m GRADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528 -G m 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET46AOF 47 5 a 0 J J >Q 00 2 d. 0 j O TW 176.33 z s If c r c c c z c c c c c c e, c c c r, c c e r c r., c s c s c r c c c c O u, U' m -BW 171.33 k Case 2 _ Gravity Section No Grid Required 3 10 +40 10 +50 10 +60 10 +70 10 +80 4 1 - N 3 . a U 4^a �N 6 3 0 6 12 18 8* E SCALE: 1" = 6' �x IUEW SNOT WALL 9 - 14 PROFILES � ALS CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m GRADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528 -G m 254-400-14,19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET46AOF 47 5 a O J O J 00� OZ Qw 180 Ca 175 170-- 1 10+00 0 0 O J O > 165 �m a 160 155 10 +00 O 00 O J O J O > 165 �Z UQ 160 155 10 +00 0 00 O J O J + j o� F- 170-- co 165 Keystone Wa 18" Standard Units 1115 Back Pins Case 2 GRAVITY SECTION No Grid Required 10 +10 10 +20 10 +30 10 +40 10 +50 Keystone Wall 17 18" Standard Units Back Pins Case 1 Gravity Section No Grid Required 10 +10 10 +20 10 +30 10 +40 10 +50 Keystone Wall 19 18" Standard Units Back Pins Case 2 Gravity Section No Grid Required 10 +10 10 +20 10 +30 10 +40 10 +50 Keystone Wall 21 18" Standard Units Back Pins 160 Case 1 Gravity Section — No Grid Required 10 +00 10 +10 Case 2 Gravity Section No Grid Required 10 +20 10 +30 10 +40 10 +50 10 +60 10 +60 10 +60 10 +60 10 +70 10 +70 10 +70 10 +70 10 +80 O O J 1+ J j 0 �p UW O O J J O U W O O J J + j O �p �w U) 00 J J a> O J 2 O J O Q 00 + o� 0 �Z H U 185 ~ m (n w z O 180 175 i[I]MI I 0 00 O J O J O + o� aF- 170 ((n Q 165 `][:111 10 +00 O 00 O J O J O j 170 U) Hp Um Q 165 � 160 Keystone Wall 16 18" Standard Units Back Pins Case 2 Gravity Section No Grid Required 10 +10 10 +20 10 +30 10 +40 10 +50 Keystone Wall 18 18" Standard Units Back Pins 10 +10 10 +10 Case 1 Gravity Section No Grid Required 10 +20 10 +30 10 +40 10 +50 Keystone Wall 20 18" Standard Units Back Pins 10 +20 10 +30 Case 2 Gravity Section No Grid Required 1 10 +40 Legend: Finished Grade: ......................................... Miragrid 3XT: ----------------------- Standard II Unit: o DESIGN CONSULTANTS QB, 21.5 "Standard Unit: o JOB #:H21315 Double Stacked Units: o HILLSIDE RETAINING WALLS & ENGINEERING g R.5 C0171pac II Unit: o � CIVIL CONSULTING GROUP Ca Unit: ®® Bonsal l, California, 920226 6 06-30-15 5256 Mission Road # 5858 Mt. Alifan Drive. Suite 208 * yj C1V1%. �p San Diego, California, 92111 Planter Unit: P OFFICE:(760)4518600 e Y 4jF(� OFFICE: (858) 565-0475 FAX: (858) 565 -0478 Grid Length Override: o.o' ----------- - - - --4 These engineering lens were designed for construction Hillside Retaining Walls and may , CHANGE by Hillside Retaining APPROVED DATE BENCHMARK SCALE SPECIAL DISTRICT APPROVAL ENGINEERING DEPARTMENT APPROVALS I mm DESIGNED BY: DRAWN BY: CHECKED BY: J H J H AS L S PT. NO 1005 (ENC -05) OF CITY OF ENCINITAS PLANS PREPARED UNDER SUPERVIS N PF REVIEWED BY' SURVEY CONTROL NETWORK PER R.O.S. HORIZONTAL: AS SHOWN Z�_ 18416,2" IP RCE 29577 AT A 20' O/S TO THE DATE: �^ r CENTER OF CUL -DE -SAC AT THE NE END OF / MASIH MAHER GLENN PRUIM R.C.E. NO.: 53444 q / 13 VERTICAL: AS SHOWN ARBOR CT ELEVATION: 174.391' 30/2015 DATUM: NAVD'88 EXP.: 06/ DATE DATE 10 +50 10 +60 10 +70 10 +80 O J J 1+ j O �p yo w a ^' cn u c C C G C i U I C C: CT c�C c C c C c C c DQa zs z: zs z. " x 10 +60 10 +70 10 +60 10 +70 0 O J J O_ QZ Hw rn J J � � O = + O rU) w z 0 U 10 +90 9 0 U 0 0 `k m a 5 a N 3 N K 3 n a V a 6a 6 3 0 6 12 18 g= SCALE: 1" = 6' F� WALL 15 - 21 PROFILES pggb CITY OF ENCINITAS - ENGINEERING SERVICES DEPARTMENT DRAWING NO.m 3RADING PLAN FOR: 1110 URANIA AVENUE RETAINING WALL PLAN 11528 -G m 254 - 400 -14, 19 PLANNING CASE NO: 11 -189 TMDB /CDP /DR/MIN /EIA SHEET 47 OF 47 a