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1998-5690 G (Plans) (2)3 L 0 0 v i 0 W m Inw 0 n r 0 SLOPE ANA LANE;).:-;, CoAf=E DOCU1�1ENTS FOR: IRRIGATION SHEET 5 PLANTING SHEET 9 IRRIGATION SHEET 4 c PLANTING SHEET 6 CONSTRUCTION SHEET 13 CONSTRUCTION SHEET' 15 5HEf% hVOEX r-------- - - - - -- --------------------- ----- --- ---- ---- --------- - - - - -- ---------------------- --- - - - - --1 II � it ICE - - -- - --= -- =------- - - - - -- _-= ---------- r/ SHEET NO. 2FSG�E'fi°rION r-- - - BL rT7EKO - -! - _ _ , - - _- -- - - - - -- - - - rvrLE SH i GfN 'rAL iE - - '- �v�. 2 IRRI6A7IONAVM5ANJI -450V 3 111 r10N17PTA/L5 . � 1. 1 I � mac i;Oagka u s z }•F i $ 4 _t/CO © IPRLRIGATIO N FLAN 5 f c NJ' Z011 a$ z 5 7 FLAN71A6 N01F5 LE GEND 8 =AIL5 3330 ® 3as o 58-3-01 ANT /NG PLAN5 f L I I I I [ t J F f! 70. d_ { � I � 4..kCPiJRRUNt4t• -f9` `��' "1 �. 3, `'• mauxai' V' � 7,t $J /l SPEC /FlGAT10N5 I i I 12414 GON57RGGTION F1_ AN5 - COS�N / - J aanenm , �� / �4 LA I II I / .t I �'-_- I 1 ,,.�� ..:>--- I `�. f �_ -� y j ,� I III BLUE HER 19 i y } I ' S i s�Y`� b z'ren¢um��v v� }�� - x 39 3 7�RItAAvf FUEL MOP. 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A/Gh %�P.G% 3✓ 0.0 ti � ADL Planning t1550GiOtes SITE ! �' 20 1 �1 pW 9MUF 5315 Aver�lda Errcirras Suite 230 I 1 `1 14 Carlsbad, GA 9200e i CA" 13ea.0 , (760% 931 -8637 YI G I NI 7` MAP % L--- - - - - -- - -- --------------------------- - - - - -- - - ---- - - - - -- i I ti I 9 � 4 It ---------- - - - - -- HUN fR if A550CIArF5 ----------- - - - - -- - ------ - - - - -- ---- - - - - -- I t1 to ��;�`�., � se.o � i lO /79f/UENNEKEN55T. ------ - - - - -, �' ' SAND /EGO GA 92121 : 35 o I, a t 37a7 �` i �• ( ��} 5U1 TE 200 (619% 5.58 -4 00 GENERAL NOTES ENS CAF N.T.S. 9 �` ,1 12 I ,, I i � %`�' f 389.0 THE FOLLOWING GENERAL NOTES ARE PROVIDED TO GIVE DIRECTIONS TO THE CONTRACTOR BY THE I _� I 358.0 X08 L 0. ANDSCAPE ARCHITECT OF WORK. THE CITY ENGINEERS SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR - -- !I -"`Y - �- - m ENFORCEMENT. I 4 -- I -ffi I 1. NOTES ARE DIRECTED TO THE WORK OF THE LANDSCAPE CONTRACTOR UNLESS NOTED ON PLANS. 14. ALL MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED. 2. WORK INTENDED TO BE UNDER LANDSCAPE CONTRACTOR'S CONTRACT. 15. THE CONTRACTOR SHALL, IMMEDIATELY UPON BEING AWARDED THE CONTRACTOR, MAKE ANY --------------------------------------------------------------------------------- - - - - -- A. N.LC. -NOT IN CONTRACT ARRANGEMENTS NECESSARY TO INSURE THAT ALL MATERIALS, CONNECTIONS, AND SUPPLIES WILL BE B. .I OTHERS AVAILABLE WHEN NEEDED FOR THIS PROJECT. C. EXISTING IRRIGATION SHEET to 16. ADDITIONS AND /OR DELETIONS OF MATERIAL AND /OR LABOR SHALL BE MADE AT UNIT PRICES 3. CONTRACTOR SHALL VERIFY WITH LANDSCAPE ARCHITECT THAT PLANS ARE CURRENT AND APPROVED. ESTABLISHED WITH THE OWNER PRIOR TO BEGINNING THE WORK. DECLARATION OF RESPONSIBLE CHARGE PLANTING SHEET 10 4. WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING AGENCY 17. NO ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALLED FOR ON THESE PLANS. I HEREBY DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF WORK FOR CONSTRUCTION SHEET 14 " THIS PROJECT (SHEETS 9 -19), THAT I HAVE EXERCISED RESPONSIBLE 5. THESE LANDSCAPE AND IRRIGATION PLANS HAVE BEEN CHECKED ONLY FOR COMPLIANCE WITH THE 18. DETERMINATION OF EQUAL SUBSTITUTIONS SHALL BE MADE ONLY BY THE LANDSCAPE ARCHITECT CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 REQUIREMENTS OF THE GRADING ORDINANCE. THE ENGINEER'S SIGNATURE OR APPROVAL DOES NOT AND /OR OWNER. OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSTITUTE APPROVAL OF ADDITIONAL LANDSCAPE AND IRRIGATION WHICH IS NOT COVERED BY THESE CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK BUILDING DEPARTMENT CHECK AND APPROVAL. 19. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF ENCINITAS IS OBSERVATIONS OR MEETINGS. 6. THESE PLANS ARE BASED ON IMPROVEMENT PLANS BY HUNSAKER ENGINEERING DATED CONFINED TO A REVIEW ONLY AND DOES NOT RELIEVE ME, AS LANDSCAPE _? L81`i`?-- - - - - -. 20. SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: ARCHITECT OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 7. THE OWNER SHALL PROVIDE A COPY OF THE ENGINEERING SOILS REPORT BY«14NTON`�'� DATED A PRE- CONSTRUCTION 9/3 °�8 TO THE CONTRACTOR WHO SHALL BECOME FAMILIAR WITH THE REPORTS B. LANDSCAPE GRADING AND SOIL AMENDING Z /� ADL RECOMMENDATIONS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL COMPLY WITH THE C. LANDSCAPE CONSTRUCTION SIGN*`f R - DATE PLANNING .. REPORTS RECOMMENDATIONS AS THEY RELATE TO HIS WORK. D. IRRIGATION PRESSURE AND COVERAGE TEST R.L.A. NO. 2348 EXP. DATE: 3 -31-99 r E. SPOTTING OF SPECIMEN PLANTS ASSOCIATES 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND /OR REQUIRED PERMITS AND PAY ALL RELATED F. PLANTING AND /OR HYDROSEEDING - FEES AND /OR TAXES REQUIRED TO INSTALL THE WORK ON THESE PLANS. G. PRE - MAINTENANCE LAN D P LAN N I N c H. POST- MAINTENANCE (FINAL) pNDSc gA, LANDSCAPE ARCHITECTURE 9. THE CONTRACTOR SHALL BE APPROPRIATELY LICENSED AS REQUIRED BY THE STATE IN WHICH THE F 5315 AVENIDA ENCINAS SUITE 230 WORK TAKES PLACE. NOTE: "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT �9 ��' LA 5315 v� C A AR L S B A D, . C A. 9 2 0 0 a HAVE BEEN DESIGNED BY THIS OFFICE. W 10. PRIOR TO INITIATING ANY PHASE OF THE IRRIGATION INSTALLATION, THE CONTRACTOR SHALL VERIFY ,3 w p 6 0) 9 3 1- s 6 3 T FAX : n 6 0) 9 31 - 2 5 4 5 EXISTENCE, SIZE, AND LOCATION OF ALL RELATED UTILITY SERVICES AND METERS AND NOTIFY 21. SITE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT H p ~ DATE: Z /IU99 LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE enure r) 11. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED BY OWNER AND d Date f JOB NO: 98014 WITH THE PLANS, SPECIFICATIONS AND GOVERNING CODES. �r � LANDSCAPE ARCHITECT, PRIOR TO BEGINNING THE PROJECT. ALL WORK SHALL BE IN ACCORDANCE C�tIFf1R1�1P SCALE: Ill 50' WITH SAID SCHEDULE. 22. CONTRACTOR SHALL BE BACK CHARGED FOR LANDSCAPE ARCHITECTS TIME WHEN OBSERVATIONS DRAWN BY: 12. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING THE WORK AND ARE CALLED FOR AND IT IS FOUND THAT THE WORK IS NOT SIGNIFICANTLY READY UPON OBSERVATION SHALL T RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING OR APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, AGENCIES AND OTHER TRADES. FOOD AND LODGING COSTS, IF ANY, AT THE THEN EXISTING HOURLY RATE FOR PERSONNEL IMPORTANT NOTICE PROVIDING THE OBSERVATIONS. 13. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES SECTION 4 DIGAL 17 OF THE GOVERNMENT CODE IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. IMMEDIATE 23. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THIS FIRM DOES REQUIRES A DIGALERE MIT TF/C EXCAVATE NUMBER BE NOT DIRECT THE CONTRACTORS OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF ISSUED BEFORE A PERMIT T EXCAVATE WILL L BE NOTIFICATION WILL BE GIVEN TO THE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE VALID. FOR YOUR DIGALERr LD. NUMBER CALL DISCOVERED. PERSONNEL OTHER THAN OUR OWN ON THE SITE: THE SAFETY OF OTHERS IS THE RESPONSIBILITY OF UNDERGROUND SERVICE ALERT AP. THE CONTRACTOR. THE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE. TOLL FREE 1- 800 -422 -4733 WESTRIDGE TWO WORKING DAYS BEFORE YOU DIG REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. A.S.R D.J.G. A.S.R. D.J.G. A.D.L. �//_" G} PLANS PREPARED UNDER SUPERVISION OF REC - EN[�E TITTLE SHEET FOR: DESCRIPTION: S.D. COUNTY ENGINEERS MON 'OC 174 -1969 l��v ^� '3�� / G LOCATION: 16' S /OF C.L BRITTANY & 24' E /OF C.L SAXONY HORIZONTAL 1 =30' �%-� i/ DATE /� f BY: - BY: 5690-G RECORDED FROM: COUNTY OF SAN DIEGO / ��` ` /' s 2348 WEST RIDGE RECORDED 241.15 VERTICAL N A / �� l�t� 3 f AAI ZAW06A1 R.L.A. N0. '....DATE: '/% DATE: 3 °� ' DATUM: MSL DATE LANDSCAPE ARCHITECT EXP. 3/31/99 TM NO, 98 -94 SHEET I OF IOr m rn m m N ti U O m 3 w w H 0 v i Q r O m i w a a i IRRIGATION NOTES: SPRINKLER SCHEDULE SLOPE IRRIGATION SYSTEM PER PLAN OINSTALL SLEEVES FOR MAIN LINE PIPE AND CONTROL WIRES THAT CROSS FUTURE DRIVE- WAYS USING SCH. 40 SLEEVES WITH A COVER OF 24'. NOTE: PVC MAINLINE CONTROL VALVE(S) ALL ABOVE GRADE PIPE SHALL AS SPECIFlED PER PLAN BE INSTALLED AS BRASS. TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVICE METER TO BE N.I.C., BY OTHERS CONTRACTOR TO SUPPLY LINE - SIZE BALL VALVE AND WILKENS 500Y SERIES PRESSURE REGULATOR IF STATIC PRESSURE EXCEEDS 80 PSI ® TYPICAL RE51 DENT I AL POINT OF CONNECTION RES -POC O ANTI - SIPHON VALVE WITH UNION O PVC MAINLINE 0 PVC LATERAL 4O PVC SCH 80 RISERS Q 6" MIN. ABOVE FINISH GRADE AND 6" MIN. ABOVE HIGHEST OUTLET SERVED BY VALVE O6 36" MIN. LENGTH #4 REBAR STABILIZER - ATTACH W/ (2) STAINLESS STEEL BANDS Q7 FINISH GRADE O DEPTH - SEE TRENCHING DETAIL N.T.S. O ANT I -51 PHON VAL1/E N.T.S. 0 HYDROSAFE ENCLOSURE, MODEL #HSI- OPTION SS 0 WALL MOUNT AUTOMATIC CONTROLLER, SEE LEGEND © ON /OFF DISCONNECT SWITH W/ NOV. GROUNDED. OUTLET ®MOUNTING FLANGE W/ BOLTS TO BE SET IN 6- MIN. THICK 2000 PSI CONCRETE PAD OFINISH GRADE IIOV. ELECTRICAL SERVICE IN RIGID CONDUIT 6 SLEEVE TO POWER SOURCE PER LOCAL CODE O2 -3' DIA. PVC SCH. 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES R COMPUTER HARDWARE. 1/2' X54' COPPER GROUNDING ROD,. 8 CONNECT TO 11OV. OUTLET PER MANUFACTURERS RECOMMENDATION. INSTALL AUTOMATIC RAIN SHUTOFF AS PART 9 OF CONTROLLER ASSEMBLY AND PER MANUFACTURERS RECOMMENDATIONS. OG CONTROLLER UNIT N.T.S. CONT -UNT2 IRRIGATION SYMBOL: MANUFACT: LEGEND: MODEL NUMBER: DESCRIPTION: HUNTER HC- 75F -75M MAXIMUM 1. THIS IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED OUTSIDE OF PUBLIC SCALE MFG. MODEL DESCRIPTION AAA RADIUS SPACING FPM P I 362 - SERIES R.O.W. AND IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIGATION LEGEND, DETAILS CHAMPION 466- SERIES CITY OF ENCINITAS ENGINEERING DEPARTMENT AND SPECIFICATIONS FOR EQUIPMENT AND INSTALLATION. G HUNTER PG- SERIES -02 NOZZLE #2" VARIES 25 29 0.7 30 RAINBIRD XCZ -075 ROTOR HEAD 2' ALL MAINLINE AND LATERAL LINES AND WIRING SHALL BE SLEEVED AS SPECIFIED IN THE IRRIGATION SPECIFICATIONS NELSON 7645 ►� TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER VEHICLE PAVING (W/36" COVER). PRESSURE e HUNTER PG- SERIES -05 NOZZLE #5 VARIES 34' 34' 1.6 30 DATA SUPPLY LINE, NON- PRESSURE LATERAL LINE AND WIRING UNDER PEDESTRIAN PAVING SHALL BE SLEEVED PER DETAIL. ROTOR HEAD N (D HUNTER PG- SERIES -08 NOZZLE #8 VARIES 3T 3T 3.2 30 3. THE IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS AND PROVIDE PRESSURE COMPENSATING SCREENS, NOZZLE #72 ROTOR HEAD AND HEAD ARCS NECESSARY TO PROVDE UNIFORM DISTRIBUTION AND TO KEEP SPRAY OFF OF BUILDINGS, WALKWAYS, WALLS, FENCES AND DRIVES. RAINBIRD 180022QSSPCS STREAM SPRAY 900 20' 20' 021 30 DATE ® RAINBIRD 1800- 22H -SS -PCS STREAM SPRAY 180° 6 6' 1.61 30 4. THE CONTRACTOR SHALL RETAIN AND PAY FOR ALL NECESSARY CERTIFICATIONS AND PERMITS FOR ALL BACKFLOW ♦ SHEET Z OF 14. PREVENTION DEVICES AND IRRIGATION WATER METERS REQUIRED. RAINBIRD ,1800- 22F -SS -PCS STREAM SPRAY 3600 6 6' 3.22 30 O RAINBIRD 1800 - SERIES - 100 -LA 10' SPRAY HEAD 900 10' 10' .39 30 5. ALL UNSIZED END RUN LATERAL LINES SHALL BE 3/4" PIPE. a RAINBIRD 18007SERIES- 10H -LA 10' SPRAY HEAD 180° 10' 10' .79 30 • 0 60 RAINBIRD 1800-SERIES-10E-LA 10' SPRAY HEAD 360° 10' 10' 1.57 30 6. ALL SHRUB RISERS LOCATED IN INDIVDUAL LOT OWNERSHIP (SYSTEM CONTROLLED BY MANUAL OR ANTI - SIPHON VALVES SHALL NOT BE INSTALLED WITH PRESSURE COMPENSATING RISERS. RAINBIRD 1800 - SERIES -10F 12' SPRAY HEAD 12 17 ..5 30 A RAINBIRD 1800 - SERIES -12H 12' SPRAY HEAD 180° 12 12 1.30 30 7, THRUST BLOCKS SHALL BE INSTALLED ACCORDING TO DETAIL. • RAINBIRD 1800- SERIES -12F 12' SPRAY HEAD 3600 12 12 2.60 30 (� RAINBIRD 1800 - SERIES -150 15 SPRAY HEAD 900 15 15 .93 30 8, INSTALL RAINBIRD 180ONP COVERS ON ALL POP -UP SPRAY HEADS CONNECTED TO RECLAIMED WATER SYSTEMS. �5 RAINBIRD 1800 - SERIES -15H 15' SPRAY HEAD 1800 15 15 1.85 30 • RAINBIRD 1800 - SERIES -15F 15' SPRAY HEAD 3600 15 15 3.70 30 g. INSTALL HUNTER HC -75F -75M EXTERNAL CHECK VALVES IMMEDIATELY BELOW ALL SPRAYHEADS AND ROTORS THAT ARE 8 FEET OR MORE IN VERTICAL ELEVATION BELOW THE HIGHEST POINT OF THE IRRIGATION ZONE THAT THEY ARE CON- ® RAINBIRD 1800- SERIES -15SST SIDE STRIP 4'X30' 4'X30' 15 121 30 NECTED TO. PRAY HEAD S E RAINBIRD 1800- SERIES -15EST END STRIP 015' 4'X15' 15 .61 30 10. POP -UP HEADS SHALL BE USED ADJACENT ANY PEDESTRIAN USE. SPRAY HEAD LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE POWER SOURCE FOR CONTROLLER WITH OWNER AND /OR GENERAL CONTRACTOR. SPRINKLER NOTES: 1. HUNTER PG- SERIES HEADS, NOZZLES 1,2 AND 3,-WILL REQUIRE THE USE OF THE FINE MESH (WHITE) FILTER SCREEN, PER MANUFACTURES SPECIFICATIONS. 2, ON ROTOR HEADS, THE CONTRACTOR SHALL INSTALL 360 DEGREE FIXED ARCS WHERE POSSIBLE. ALL OTHER ARCS SHALL BE MADE ADJUSTABLE, CONTRACTOR SHALL DETERMINE EXACT ARC IN FIELD. 3. FOR RAINBIRD 1800 - SERIES NOZZLES, THE CONTRACTOR SHALL INSTALL THE PROPEWR NOZZLE RADIUS BASED ON THE DISTANCE REQUIRED TO PROVIDE HEAD TO HEAD COVERAGE. THE USE OF THE RADIUS REDUCTION SCREW SHALL BE LIMITED TO 75% OF THE NOZZLE'S MAXIMUM RADIUS. 4. 12" POP -UP SPRINKLER ASSEMBLIES SHALL BE INSTALLED WHERE SPRINKLERS ARE LOCATED ADJACENT TO, OR WITHIN TWO FEET OF ANY PAVING SURFACE. POP -UP SPRINKLER ASSEMBLIES SHALL BE INSTALLED IN FRONT OF ALL SIGNAGE 5. FOR HUNTER PG SERIES 12" POP -UP HEADS, USE PGH -ADV OR PGH -36V HIGH -POP WITH CHECK VALVE. 6. FOR RAINBIRD 1800 SERIES 12" POP -UP HEADS USE 1812- SAM -PRS PRESSURE REGULATING SEAL -A- MATIC POP -UPS WITH PRESSURE COMPENSATING SCREENS (PCS) SIZED PER MANUFACTURER'S SPECIFICATIONS FOR RADIUS REDUCTION. 7. FOR HUNTER PG SERIES HEADS ON RISERS, USE PGS -ADV OR PGS -36V SHRUB HEAD WITH CHECK VALVE. a FOR RAINBIRD 1800 SERIES HEADS ON RISERS, USE 1800-PCS SHRUB HEADS ON RISERS WITH PRESSURE COMPENSATING SCREENS SIZED PER MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE CATALOG PERFORMANCE AT 30 P.S.I. AND RADIUS REDUCTION. SLOPE IRRIGATION SYSTEM PER PLAN OINSTALL SLEEVES FOR MAIN LINE PIPE AND CONTROL WIRES THAT CROSS FUTURE DRIVE- WAYS USING SCH. 40 SLEEVES WITH A COVER OF 24'. NOTE: PVC MAINLINE CONTROL VALVE(S) ALL ABOVE GRADE PIPE SHALL AS SPECIFlED PER PLAN BE INSTALLED AS BRASS. TYPICAL POINT OF CONNECTION TO DOMESTIC WATER SERVICE METER TO BE N.I.C., BY OTHERS CONTRACTOR TO SUPPLY LINE - SIZE BALL VALVE AND WILKENS 500Y SERIES PRESSURE REGULATOR IF STATIC PRESSURE EXCEEDS 80 PSI ® TYPICAL RE51 DENT I AL POINT OF CONNECTION RES -POC O ANTI - SIPHON VALVE WITH UNION O PVC MAINLINE 0 PVC LATERAL 4O PVC SCH 80 RISERS Q 6" MIN. ABOVE FINISH GRADE AND 6" MIN. ABOVE HIGHEST OUTLET SERVED BY VALVE O6 36" MIN. LENGTH #4 REBAR STABILIZER - ATTACH W/ (2) STAINLESS STEEL BANDS Q7 FINISH GRADE O DEPTH - SEE TRENCHING DETAIL N.T.S. O ANT I -51 PHON VAL1/E N.T.S. 0 HYDROSAFE ENCLOSURE, MODEL #HSI- OPTION SS 0 WALL MOUNT AUTOMATIC CONTROLLER, SEE LEGEND © ON /OFF DISCONNECT SWITH W/ NOV. GROUNDED. OUTLET ®MOUNTING FLANGE W/ BOLTS TO BE SET IN 6- MIN. THICK 2000 PSI CONCRETE PAD OFINISH GRADE IIOV. ELECTRICAL SERVICE IN RIGID CONDUIT 6 SLEEVE TO POWER SOURCE PER LOCAL CODE O2 -3' DIA. PVC SCH. 80 LONG SWEEP ELLS FOR LOW VOLTAGE CONTROL WIRES R COMPUTER HARDWARE. 1/2' X54' COPPER GROUNDING ROD,. 8 CONNECT TO 11OV. OUTLET PER MANUFACTURERS RECOMMENDATION. INSTALL AUTOMATIC RAIN SHUTOFF AS PART 9 OF CONTROLLER ASSEMBLY AND PER MANUFACTURERS RECOMMENDATIONS. OG CONTROLLER UNIT N.T.S. CONT -UNT2 IRRIGATION SYMBOL: MANUFACT: LEGEND: MODEL NUMBER: DESCRIPTION: FAN RAINMASTER DX 24- PS -XX -XX (approved) PVC CL315 (approved) _ (approved) PVC CL200 INLINE SWING CHECK VALVE (SAME SIZE AS PIPE) MANUAL CONTROL VALVE AND UNION, INSTALLED AT BOTTOM OF SLOPE, SEE PLAN FOR SIZE. ANGLE ATMOSPHERIC VACUUM BREAKER AND UNION. SAME SIZE TOP OF SLOPE A MINIMUM OF 6 "ABOVE HIGHEST HEAD. MANUAL ANTI - SIPHON VALVE AND UNION. SEE PLAN FOR SIZE. REMOTE CONTROL VALVE DRIP VALVE ASSEMBLY MASTER CONTROL VALVE QUICK COUPLING VALVE ISOLATION BALL VALVE (SAME SIZE AS PIPE) FLOW SENSOR BACKFLOW PREVENTION DEVICE BASKET STRAINER WATER METER ( SEE STREET IMPROVEMENT PLANS) 24 STATION CONTROLLER (W /IN PEDESTAL ENCLOSURE) PACIFIC CAL PRESSURE SUPPLY LINE (PVC CL315 FOR 2" AND LARGER PVC SCH40 FOR 1 1/2" AND SMALLER) PACIFIC CAL NON- PRESSURE LATERAL LINE IRRIGATION SLEEVES (2 TIMES PIPE SIZE) STATION NUMBER GALLONS PER MINUTE VALVE SIZE GALLONS PER MINUTE VALVE SIZE �pNDSCA,o I-AV �ti �9 O n H y gn°ture ' ate �y 09 PLANNING E ASSOCIATES L A N D P L A N N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R L S B A D, CA. 9 2 0 0 8 (760)931 -8637 FAX: (760)931 -2645 DATE: 2 /1114°l JOB NO: K8014 SCALE: DRAWN BY: A.S.R. /D.J.G. REVISIONS HUNTER HC- 75F -75M A CHAMPION 300- SERIES SCALE CHAMPION 362 - SERIES CHAMPION 466- SERIES CITY OF ENCINITAS ENGINEERING DEPARTMENT RAINBIRD XXX -PEB -PRS -B O RAINBIRD XCZ -075 GRISWOLD 2230 NELSON 7645 ►� WILKINS 850 SRS O DATA IR220 -P INDUSTRIAL N FEBCO 825YA HAYWOOD #72 FAN RAINMASTER DX 24- PS -XX -XX (approved) PVC CL315 (approved) _ (approved) PVC CL200 INLINE SWING CHECK VALVE (SAME SIZE AS PIPE) MANUAL CONTROL VALVE AND UNION, INSTALLED AT BOTTOM OF SLOPE, SEE PLAN FOR SIZE. ANGLE ATMOSPHERIC VACUUM BREAKER AND UNION. SAME SIZE TOP OF SLOPE A MINIMUM OF 6 "ABOVE HIGHEST HEAD. MANUAL ANTI - SIPHON VALVE AND UNION. SEE PLAN FOR SIZE. REMOTE CONTROL VALVE DRIP VALVE ASSEMBLY MASTER CONTROL VALVE QUICK COUPLING VALVE ISOLATION BALL VALVE (SAME SIZE AS PIPE) FLOW SENSOR BACKFLOW PREVENTION DEVICE BASKET STRAINER WATER METER ( SEE STREET IMPROVEMENT PLANS) 24 STATION CONTROLLER (W /IN PEDESTAL ENCLOSURE) PACIFIC CAL PRESSURE SUPPLY LINE (PVC CL315 FOR 2" AND LARGER PVC SCH40 FOR 1 1/2" AND SMALLER) PACIFIC CAL NON- PRESSURE LATERAL LINE IRRIGATION SLEEVES (2 TIMES PIPE SIZE) STATION NUMBER GALLONS PER MINUTE VALVE SIZE GALLONS PER MINUTE VALVE SIZE �pNDSCA,o I-AV �ti �9 O n H y gn°ture ' ate �y 09 PLANNING E ASSOCIATES L A N D P L A N N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R L S B A D, CA. 9 2 0 0 8 (760)931 -8637 FAX: (760)931 -2645 DATE: 2 /1114°l JOB NO: K8014 SCALE: DRAWN BY: A.S.R. /D.J.G. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT CHECKE BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING N0. A. S.R.ND.J.G, A.S.R.NDBG. DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 LOCATION: 16' S /OF C.L. BRITTANY & 24' E /OF C.L SAXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL NSA VERTICAL N/A PLANS PREPARED UNDER SUPERVISION OF ((�/ / DATE 10/14/98 {th bnN GauX,ON R.L.A. NO. 2348 LAND CAPE ARCHITECT EXP• 3/31/99 RECOMMENDED APPROVED BY: �4 BY: DATE: DATE: IRRIGATION LEGEND, NOTES & DETAILS FOR: � TRI WEST RIDGE TM N0. 98 -94 �1 5 6 l7 6 o G DATE SHEET Z OF 14. OI ATMOSPHERIC VACUUM BREAKER © PVC SUPPLY UNE (LATFPAL) OPVC SCH 80 RISER O 5c)ILblx.fi eo AoaviEAL OFLASH GRADE /-ON DEPTH - SEE TRENCHING DETAIL ®PVC ® SCH 80 NIPPLE (LENGTH AS REQUIRED) O PVC LATERAL TO HEADS OPVC SCH. 80 ELL (S X T) TYPICAL LATERAL TO AVE LOCATION D ATMOSPHERIC VACUUM BREAKER OMANUAL CONTROL VALVE WITH UNION ©_ PVC SUPPLY LINE OPVC SCH 80 266 O PVC TI- BEADED MALE ADAPTER O. PINSH GRADE ® DEPTH - SEE TRENCHING DETAIL ®PVC SCH 80 NIPPLE LENGTH AS RECX RED) SCH. 80 PVC MALE ADAPTER LATERAL TO AVE LOCATION O PVC SCH 00 EU (S X T) TYPICAL 10 36 MN LENGTH o4 REBAR STABUZER. ATTACH W/ (D STAKES$ STEEL BANDS CONT -VLV MAN EAL� CONTROL VALVE 4" THICK CONCRETE PAD © OU I GK GOUFL PROVIDE ANTI �3" MIN OPOP -UP SPRAY HEAD O 1/2" X 8" SCH.. 80 PVC NIPPLE ©FINISH GRADE © 1/2" MIP X FIP 90 ELL (2 REQUIRED) TEE IN LATERAL UNE PIPE O. PVC SCHAD STREET ELL ® 1/2" X 2" SCH, 80 PVC NIPPLE NOTE: PROVIDE MANUFACTURER INSTALLED AND DRAIN VALVE NO FOF -UF SPRAY HEAD N.T.S. PU -SH7 REVISIONS I APPROVED I DATE I REFERENCES OFINISH GRADE O LATERAL LINE © PRESSURE SUPPLY LINE ® CONTROL WIRES /F\ BACKFILL (SEE SPECIFICATIONS) ® RECLAIMED WATER WARNING TAPE INSTALL CONTROL HARES ON THE UNDERSIDE OF PRESSURE SUPPLY UNE. ONRFNGHING N.T.S. TRNCH -LS RECTANGULAR PLASTIC VALVE BOX W/ LOCKING BOLT LID, PURPLE IN © 3/4" CRUSHED ROCK SUMP (ONE CUBIC FOOT) COLOR FOR RECLAIMED WATER O.ELECTRIC OPOP -UP HEAD OF CURB ADJACENT TO "HEAD -IN" PARKING AREAS REMOTE CONTROL VALVE O PRESSURE SUPPLY LINE © FINISH GRADE ® SCH. 80 UNION ® PVC LATERAL UNE PIPE O SCH. 80 PVC MALE ADAPTER OPVC SCH. 40 90 DEGREE ELL (SXT) O SCH. 80 NIPPLE (TYP) Q CONTROL \/AL\/E N.T.S. CONT -VLV PVC LATERAL LINE NOTE: DCONCRETE THRUST BLOCK REFER O PVC BELL REDUCER TO SPECIFICATIONS FOR SIZING OGASKET FITTING ® UNDISTURBED SOIL pO GONG. THRUST BLOCKS N.T.S. CONC -TB DATE BENCH MARK SCALE DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 LOCATION: i6' S /OF C.L. BRITTANY & 24' E/OF C.L SAXONY HORIZONTAL 1 " =30' RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 VERTICAL N/A DATUM: MSL 0 - © WALK, CURB, HEADER, ETC. O PVC LATERAL SUPPLY LINE OFINISH GRADE ® BACK ALLOW OPOP -UP HEAD OF CURB ADJACENT TO "HEAD -IN" PARKING AREAS OFINISH (AREAS WHERE FRONT OR CHECK VALVE (IF REQUIRED) BACK OF CAR MALL EXTEND OVER PUNTING AREA) OSWING JOINT ASSEMBLY, 1/2 "X8" SCH 80 PVC NIPPLE ALLOW 12" FROM ANY VERTICAL SURFACES AND 2" TYPICAL AT WWIITH THREE STREET ELLS ALL OTHER LOCATIONS © PVC FITTING AS NEEDED BUILDING, HARDSCAPE, CONCRETE SIDE WALK O FOP -UF ROTOR N.T.S. PU -RTR1 MASTER \/ALVE N.T.S. 1 RECTANGULAR PLASTIC VALVE BOX W/ PURPLE LID FOR RECLAIMED WATER PVC SCH. 40 45 DEGREE ® FITTING, FOUR (4) REQUIRED O ELECTRIC REMOTE CONTROL VALVE E CUB C FOOT) - O c6N H ROCK SUMP OFINISH GRADE ® SCH. 80 NIPPLE (TYP) ® PRESSURE SUPPLY LINE NOTE: VALVE SHAL HAVE A MINIMUM OF 4" S O UNION CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM BUILDING, HARDSCAPE, CONCRETE SIDE WALK OPVC OF VALVE AND TOP OF GRAVEL SUMP. O MASTER \/ALVE N.T.S. MCV PVC LATERAL LINE NOTE: G OSHRUB SPRAY ON RISER O 12" MAXIMUM OSCH. 80 RISER ® FINISH GRADE - O2 PVC SCH. 40 ELLS IT X T) & 2" PVC SCH 80 O9 12" MINIMUM (REFER TO SPECIFICATION) - ® THREADED NIPPLE PVC SCH. 80 NIPPLE 10 BUILDING, HARDSCAPE, CONCRETE SIDE WALK OPVC SCH. 40 STREET ELL 0 12" MINIMUM © PVC LATERAL LINE NOTE: 4" THICK CONCRETE PAD © OU I GK GOUFL PROVIDE ANTI DRAIN VALVE IN UNE. ® STAKE ALL RISERS OVER 12" TALL SHRUB SPRAY ON RI SER N.T.S. SS- RISERI BFPCONC N.T.S. COMMUNITY DEVELOPMENT a z z E ro OREDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER O PVC PRESSURE SUPPLY LINE, SEE SPECIFICATIONS O WYE STRAINER © BRASS ELBOW (TWO REQUIRED) OBRASS RISER OR NIPPLE O BRASS UNION ® FINISH GRADE 1O BALL VALVE OPVC SCH 80 COUPLING (SXT) 11 THRUST BLOCK (TWO REQUIRED) © FROM WATER SOURCE Q ' 4" THICK CONCRETE PAD © OU I GK GOUFL I (2000 PSI) OG BAGKI =LOW PRESENTER BFPCONC N.T.S. O10" ROUND VALVE BOX © PVC SCH 40 ELL OR TEE O WITH PURPLE LID © PVC SCH. 80 NIPPLE OFINISH GRADE ® K SUMP O QUICK COUPLING VALVE O (0 E CUBICi FOOT) ® PRESSURE SUPPLY LINE OPVC SCH. 80 NIPPLE O PVC STREET ELL (3 REQUIRED) 1 G 36 MIN. LENGHT #'4 REBAR STABILIZER ATTACH WITH TWO STAINLESS STEEL BANDS © OU I GK GOUFL I NG \/AL\/E N.T.S. QCV NOTE: VALVE SHAL HAVE A MINIMUM OF 4" CLEARANCE FROM THE 8 4 .G 4 d Q) z 4 a v 4 ..-`► O XK C14. O4 2" MIN 2" MIN OPAVING © BACKFILL (SEE SPECIFICATIONS) QLATERAL, LINE (IN SLEEVE) ® RECLAIMED WATER WARNING TAPE ® PRESSURE SUPPLY LINE (IN SLEEVE) O W/ SCH. UNDER VEHICLE PAVING ® CONTROL WIRES (IN CONDUIT) 18 SCH COVER UNE PEDESTRIAN PAVING *ALL SLEEVES TO BE TWCE DIAMETER OF PIPE (PER SPECIFICATIONS) O TRENCH I NG / SLEE\/ I NG N.T.S. TRNCH -HS OFINISH GRADE BLOCKED TRUE UNION BALL VALVE © SEE IRRIGATION - SPECSAIFOR O 3/4" ELECTRICAL CONDUIT OB" DIA. CL 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT PIPE E OVALVE BOX -SEE IRRIGATION SPECS: © PEA GRAVEL, 2" DEPTH - OFINISH GRADE O 4" (ONE CUBIC FOOT) OPVC REDUCING COUPLER (2 REWIRED) NE PLACED AT EACH CORNER ®CORNER SUP END CONNECTORS SUPPLIED N.T.S. FLO -SNSR WITH VALVE NOTE: VALVE SHAL HAVE A MINIMUM OF 4" CLEARANCE FROM THE 8 4 .G 4 d Q) z 4 a v 4 ..-`► O XK C14. O4 2" MIN 2" MIN OPAVING © BACKFILL (SEE SPECIFICATIONS) QLATERAL, LINE (IN SLEEVE) ® RECLAIMED WATER WARNING TAPE ® PRESSURE SUPPLY LINE (IN SLEEVE) O W/ SCH. UNDER VEHICLE PAVING ® CONTROL WIRES (IN CONDUIT) 18 SCH COVER UNE PEDESTRIAN PAVING *ALL SLEEVES TO BE TWCE DIAMETER OF PIPE (PER SPECIFICATIONS) O TRENCH I NG / SLEE\/ I NG N.T.S. TRNCH -HS OFINISH GRADE © PVC PRESSURE SUPPLY LINE © RECTANGULAR VALVE BOX O 3/4" ELECTRICAL CONDUIT OB" DIA. CL 160 PVC SLEEVE BOTTOM TO BE FLARED AND CONTACT 8 O BELDEN Y9883 CABLE FROM SENSOR ADS TO DATA DECODER, TOP OF PRESSURE SUPPLY LINE REFER TO PLANS FOR LOCATION ®FLOW SENSOR, REFER TO PLANS OO 3/4" CRUSHED ROCK SUMP FOR MODEL NUMBER AND SIZE (ONE CUBIC FOOT) OPVC REDUCING COUPLER (2 REWIRED) ]� O CONDUIT BUSHING OM FLOW SENSOR N.T.S. FLO -SNSR ADL PLANNING — ASSOCIATES s L A N D P L A N N I N G LANDSCAPE ARCHITECTURE- , �OADSCq - 531.5 AVENIDA ENCINAS SUITE 230 ��. 9LAV� CAR L.S BAD,. CA. 92008: OTTOM OF THE VALVE BOX - LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. H 6 ® BALL \/AL\/E N.T.S, BALL VALVE A.D.L. D,J.G. A.S.R. 1 A.S.R. D.J.G. 1 __t& t -' ' APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE 10/14/98 N�iL BY: Ai rdhyt 42+u/4eyV R.L.A. N0 2348 LANDSCAPE ARCHITECT EXP. 3 31Z99 DATE: DATE: (760)931- 8637 FAX: (760)931 -2645 DATE:. a ur - JOB N0: `15014 Date Y SCALE: ALIP DRAWN BY: CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. IRRIGATION DETAILS FOR: _ WESTRIDGE 5690-G TM NO. 98 -94 S i i E ET 3O F 14 0 1 i j - -- —I— — I- ` —I— - L _ 1� SEE SHEET FOR IRRIGATION LEGEND / I l .r T ° . -Y f ! �' t %4; - -� ; - - ., r _ 4 ._._ r 7 ,.. - - -f._ - - t 1 } r r 1 I 1 �!; Y� ,4 `may — - -t- — ; i - -1i� I --r SEE SHEET FOR IRRIGATION NOTES d J I � /l ' _ ` i - it ' i I .,• / / 1 / a 26" r cam_ -- --' - -r. - __ _ _- - \ _ C, CP J - , J I �.� - `� I I� % i ` _ - i; l .� ��- ,®..4; `-' - _- -- - -'C_ • ` \,� ~ , i -\ 1 <.... <v..� /' 1. " •. Y 1...4 `/ I I /�} V /_ I /l I \- .._. -.J -"r'f �_ - _.__.. *a.ati J. 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"^.ter° / / \ / 1 � .�` 1 � / /'.- (NOT A \ lr"a __ —_ __ �, __ _ - �— „'.� -= >,} ,�✓ I,� to y / i na re �' \� \, '�•'"'_ +_- -••./' - _ /`.' _ - _ '�„� _--'. ~ /'' �-f ; !��'�-- `_`",•... 1'. // // /! //, ,/' Date �. -�`r _- ..r� It1 j, r'\ - �1�� ti..�.1 -- - ,-%�.: --� _ ��,,.. /! �`�.• -,\ _ % 11 (� 1 / / ,/ a„J ..•`�.�� /��,i''/ f r� I � LIF co - i 20 ADL I //,z f , r' w PLANNING vL ___ -- te f / t �(` 'S - ASSOCIATES `/i i ;'•'” ASSOCIATES l i L A N D P L A N N I N G ,, ' �„�,,. ..•,>� / s /r / r% f �� I / r/ w LANDSCAPE ARCHITECTURE 1 r1 �•� "��. �� f 5315 AVENIDA ENCINAS SUITE 230 C A R L S B A D, C A. 9 2 0 0 8 ! O ,L•t;` i A ,N RIF PAP,/ -.✓ �/ - � // f/ -Y 1 Ifi` ` �" - ,\ � -r .,� -_' --'' i r H, � Ei`-4C ,SELL ./`� '� ,! J / / � ! �' 1J' 30' 6Q' �7 6 0) 9 - _ : {7 6 O) 9 3 1 - 2 6 4 5 - \\ / � 37 8637 FAX l p ry-, Ir'J !.":l �\ r'' �r // / j/J /// // // // // // // l /j { /// DATE: J. 1 1I 1 Ji ! 'v.l' Gi_!: \ / ,,,.•,•.• f -y^` /'� �f ` � 1. 1, F •-' -- `I' - / -/'r -I. ,tc., S {� I .i r` m'°''. r "T !/! // / / / / / / j // V JOB NO: _ c . / . I 30 : I R/!' ! G ti/7 ~�', r` i DRAWN BY: A.S.R./D..1.G. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT asR /D�.G. DRAWN BY CHECKED BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. i DESCRIPTION: S.D. DOUMY ENGINEER'S MON OC 14-1969 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED IRRIGATION PLANS FOR: CC)) LOCATION: 16' S /OF C.L BRITTANY 24' E /OF C.L SAXOW HORIZONTAL 1 x =30' DATE 10/14/98 BY: T/� BY: , �� f7 I T T 5690-G RECORDED FROM: COUNTY OF SAN DIEGO �I�l 1 j ll w ELEVATION: 241.15 VERTICAL N/A R.C.E. N0. 2348 DATE: DATE: DATUM: MSL DATE LANDSCAPE ARCHITECTE EXP. 3 31 99 TM N0. 98 -94 SHEET OF 1. a LOCATE IRRIGATION MAINLINE WITHIN BLUE HERON R,O.W I. VISIBILITY TRIANGLE --.-�� — — -- TONS I N CLOD IN G SIGNS. N 0 ST `HEDGES, SH RUBBE RY OR NATUR AL G ROWTH --- --- � PERtiNTTEU HIGHER THAN THREE FEET ABOVE i i I THE LEVEL OF THE NEAREST STREET. it - WIN 1< I l - rte..__`- -.... ,. , ^ 1 \ '.• 1, .` ,\ / \ I �, < • \ � ,�,. � . f i ,_ �f :.J.1�/.I .CI �t I I `\, , ' ii 11 �..�- 2LI' E4` EA S PER II• 1335.01 i;� III; j I � Dply Ste' j, .(`1. 7,EP r It `` �'`2, _y4 t -.. i' �•y. i -. � __mfr � f \ \,. �� ,� +� ry -'^_ `�� • � ¢ \ , Y t l r, _ � \. \ \ ANA ROAD EA:t- EI19EAr PER, r , - 3 `�.. �7� / ftrL r =T r.Kl!X!!` tj i I�%(O ` I 338.10 - -- RESS A IM-$, - .. -.._� I � � f % l / 1 1/ lJ / i �HJ,.._)6•trr 1. f'r _. `!I f _ - ��;- /i � , t , TR. LLERI,A,r 8 TATfON- \ / P.O.C. POTABLE WATER / , �✓ " //� �� l I % !r r' III CONNECT 2" TYPE "M' COPPER PIPE l ,%� �' %� � ./ ( TO WATER METER AT THIS LOCATION AS ' PROVIDED BY OTHERS. EXTEND COPPER PIPE TO 2' BACKFLOW PREVENTER AS PER DETAIL. INSTALL DOWNSTREAM 2" CL -315 PVC PIPE f ) AND EXTEND TO A 2" GRISWOLD MASTER CONTROL VAL VE AND A 2 DATA INDUSTRIES t I /! FLOW SENSOR. CONTRACTOR TO FIELD VERIFY STATIC WATER PRESSURE OF PSIATAN j ELEVATION OF FEET. 1 f 'kill x i'4 �z 4 A-2 1 1 \ 4 9`11 /' /, / 1 ,I ! If �� "- •�...�.1 (�� \, �\ r I ±.. , �♦ 2rl ! � '4 It ',�:N � \t q� :... Il 11 j I' � i /4. � � i,l\ 1 Itl.( � r �� J / �_.... -�' i � ,�`� / /l�/ 1� �� p' I ', I, 11 � � •Y; � j � / � t ',,�, `` ft i` \` \� Si �l�r/'r -' S .`t r-- -� ` a�X (�(t V!/VI/IV tT To /4 .44 l I/ I�(�1 \. f' C • I I� I)4 I" ' 3/q t ) l7 h t If j i , } r / _Z. = �'!/ `��.� � 1» \. I � \ I � �- i•��'/ / It / f i�, �Jr ��! °`f �„� Al /!`l/ �hJ �- FJ��",_��v l(JIJ ��.) ` ,, I �.' / >'� f I// jII i r;' ),� �yd r'� - ...�..- .- . -$�v}y i ",� r' '�:� !" . it -_ 1 3 I ` \, �I �'�`'• �/ f r� / ( 1 1 I { I T r? i `__- %/YV / r i - I +J ... I J A I E it , .3 .:� � '•�� $ • ""11 , :,: � -...,: .., :� 1 `':� f1 �%�7� f H/ r % �✓rl../ `�� 1 l.i'�. L Sd � � �\_._ -��.. -�\ �� \ 3/, t _� I 3�i �A Ibl :\ 1 I ��,;� /� ; —� ✓� IKRIG IF -PiO -C ' 0% T ,l 70 11 gy" i F. L 1, t , 3/ 11'6 /d ` /�l,Q r\ x )' /' \.\ : 1 F',,il �lti !ii t t �, .! /r�; ft -?:r,..� °� ,•� " ^�� V, ) `I ! \ \ `'\ ; 1 i 1 - , ,••'�! t I I \, .--� \ li 1 tilil yy y 11 i \ .-= r' C. \ i , a Iy ;� t ' :! • ��: �- � a `, �\ 5 � X \`' � �, __ ,-,�, \, �, - R�U H�c I G E�K N T ��' �.tV TS -_ .- ' TN T LAMk;� , <FOR \INGREa �, ., A�Z _ A : • A t 6 : 4� \ k yvA - / \ \ r.�.. - . �l L: h)f -}7�n_ } rTl`LIiY %i � }' 'i`l � }✓ '� I r+ � / 1\ ,I W I ; I \� l 3 N 2 N REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT A SSR.ND.J.GY DRAWN S RWNDB G CHEAKDED BY APPROVALS iD PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPROVED DESCRIPTION: S.D. COUNTY ENGINEER'S NON OC 174 -1969 / ORIZONTAL 10/14/98 LocanoN: ts' S /OF C.L. BRITTANY & 24' E OF C.L. C.L SAXONY 1 =30 DATE BY: 1ti14 BY: f�01S/i/GICI✓ 2348 m RECORDED FROM: COUNTY OF SAN DIEGO 1- R.L.A. NO. W ELEVATION: 241.15 VERTICAL N/A DATE: DATE: D DATUM: MSL DATE LANDSCAPE ARCHITECT EXP. 3 31 99 Ir 0- SEE SHEET 2, FOR IRRIGATION LEGEND SEE SHEET 2- FOR IRRIGATION NOTES 0 SET (0 �/9, LAwSON 9� ~ A H y 0' 15' 30' 60' ADL EN , PLANNING "L ASSOCIATES N own ONE L. A N D P L A N N I N. G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R LS B A D, C A. 9 2 0 0 8 (760)931 -8637 FAX:0$0931 -2645 DATE: 2/11,/4101 JOB N0: Z-0• SCALE: DRAWN BY: CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. IRRIGATION PLANS FOR: WESTRIDGE 5690 -G TM NO. 98 -94 SHEET 5 OF 44--, m �p,NDSCq 9, '-AVSO� ' yew�p ^{ enQ�r. h ante y \LIF�RNZP� 0' 15' 30' 60' ADL `w z� PLANNING..:. ASSOCIATES L A N D P L A N N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R L S B A D, C - A. 9 2 0 0 8 (760)931 -8637 FA X : Q 0 0) 9 3 1 — 2 6 4 5 DATE: 'L /III /9�i JOB NO: SCALE: 1012116 DRAWN BY: A,5.RwV..46. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT Z 1 i t SEE SHEET 2' FOR IRRIGATION LEGEND SEE SHEET 2 FOR IRRIGATION NOTE �p,NDSCq 9, '-AVSO� ' yew�p ^{ enQ�r. h ante y \LIF�RNZP� 0' 15' 30' 60' ADL `w z� PLANNING..:. ASSOCIATES L A N D P L A N N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R L S B A D, C - A. 9 2 0 0 8 (760)931 -8637 FA X : Q 0 0) 9 3 1 — 2 6 4 5 DATE: 'L /III /9�i JOB NO: SCALE: 1012116 DRAWN BY: A,5.RwV..46. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT Z 1 i t 14 L_ DESIGNED N CHECAED. BY APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. .. .J c A.S.R./D.J.G. DESCRIPTION: S.D. COUNTY ENGINEER'S MON OE 174-1969 LOCATION: 16' S /OF QL BRITTANY do 24' E /OF C.L. SNCONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVnnoN: 241.1e DATUM: MSL HORIZONTAL 1 " =30' VERTICAL N/A PLANS PREPARED UNDER SUPERVISION OF DATE ', ! �ITH�NY /.>�) LIl�O� R.L.A. N0. 2348 LANDSCAPE ARCHITECT EXP. 3 31 99 RECOMMENDED APPROVED BY: ��► BY: DATE: DATE: IRRIGATION PLANS. FOR: WE S T R I D G E TM NO. 98 -94 O DATE S H EET Lo d Imo, c 14 L_ m m rn m 0 ro L0 ti m v o_ m 3 m a 0 U v 0 m rn U 7 0 0- n 11 PLANTINS NOTES 1. These planting notes should be considered only as supplemental to any governing rules, regulations or standards as determined by the local agency. It is the Contractor's responsibility to refer to any such document prior to commencing work. 2. A. The planting plans are diagrammatic. All planting locations are approximate. Plant symbols take precedence over plant quanities specified. B. Quanities shown on the planting plan are approximate and are for the convienience of the Contractor only. C. Contractor shall notify the Landscape Architect of discrepencies between the quanitites and symbols shown. 3. Landscape Contractor shall submit a soils report from a City authorized testing agency to the Landscape Architect before beginning work. All soil amendments listed below are subject to change per the soils analysis. A. All areas to be planted, which have a slope of less than 3:1, shall be cross - ripped to a depth of six (6 ") and the following amendments spread evenly and thoroughly blended in per 1,000 square feet ( Quanities subject to change per soils report). 1. 6 cubic yards of nitrogen fortified redwood shavings 2. 100 pounds of agricultural gypsum 3. 15 pounds iron sulphate 4. 25 pounds 16 -6 -8 slow release fertilizer B. Each plant shall receive "Agriform" (or equal) plant tablets as follows: 1 gal. container - (1) - 21 gram 5 gal. container - (3) - 21 gram 15 gal. container - (5) - 21 gram per 3" boxed tree size - (1) - 21 gram C. Plant backfill shall be 50% site soil, and 50% nitrogen fortified wood shavings by volume. D. Landscape Contractor shall maintain proof of delivery and application of all planting /soil amendments on site and make available for inspection before acceptance of the entire installation. 4. The Landscape Contractor shall apply a contact herbicide, where weeds are present, per manufacturer's specifications a minimum of 10 days prior to commencement of any planting or irrigation work. Weeds shall be allowed to completely die back, including the roots before proceeding work. 5. Landscape Contractor shall maintain a minimum 2% drainage away from all buildings, structures and walls. Finished grades shall be smoothed to eliminate puddling or standing water. 6. The Landscape Contractor shall rake out and remove all rock 1/2" diameter and larger from the top two inches of finished grade, except on slopes steeper than 3:1. 7. Prior to planting, irrigation system shall be fully operational and all planting areas shall be thoroughly soaked. 8. Plant material shall not be root bound. Five gallon containers and larger shall have been grown in containers for a minimum of 6 months and a maximum of 2 years. Plants shall exhibit healthy growth and be free of diseases and pests. All plant material shall be subject to inspection and possible rejection prior to installation. 9. Prior to pre -plant spotting of trees, Contractor shall verify that no conflict of future root and walls, fences or utilities will result from such tree placement. Adjust if necessary and gain approval from Landscape Architect. 10. All trees, shrubs, vines and ground cover shall be planted in accordance with City Standard Details and Specifications. All trees located within 5' of paving shall be installed with a "Deep Root" root barrier per manufacturer's specifications. 11. Street Tree and other tree locations shall be spaced: 3 feet from transformers, cable, and double check detectors. 5 feet from mailboxes. 5 feet from fire hydrants (all sides). 7 feet from centerline of all utility lines (without easement) (sewer, water and storm drains). 10 feet from easement boundaries (sewer, water, storm drains, access, or other utilities). 10 feet from driveways (unless a Line of Sight is determined by the Traffic Section to be otherwise). 15 feet from street lights and other utility poles. Lines of sight at arterials, collector, and local streets shall be reviewed and determined by the Traffic Engineer. REVISIONS I APPROVED I DATE I . REFERENCES 12. Container plants shall not be placed within twelve (12 ") of sprinkler heads. 13. Shrubs and trees shown in plant areas shall be under - planted with ground cover shown by adjacent symbol, to within 12" of main plant stem. 14. At completion of all work outlined in these plans, the Landscape Contractor shall contact Owner and arrange for a walk through to determine that all aspects of work are completed. Work must be fully completed according to plans and specifications, completed in a good workmanship manner and must be accepted by the Owner in writing prior to the beginning of the maintenance period. 15. The Landscape Contractor shall maintain all planting for a period of sixty (60) days after completion. All areas shall be kept clean, watered and weed -free. 16. Prior to the end of maintenance period, Landscape Contractor shall contact Owner and arrange for a final walk through. Owner must accept all maintained areas in writing prior to the end of maintenance period. 17. A. All ground covers shall be guaranteed by the Contractor as to growth and health for a period of sixty (60) days after completion of maintenance period and final acceptance. All shrubs shall be guaranteed by the Contractor as to growth and health for a period of nintey (90) days after completion of maintenance period and final acceptance. All trees shall be guaranteed by the Contractor to live and grow in an acceptable upright position for a period of one (1) year after completion of the specified maintenance period and final acceptance. B. The Contractor, within fifteen (15) days of written notification by the Landscape Architect, shall remove and replace all guaranteed plant materials, which for any reason fail to meet the requirements of the guarantee, replacement shall be made with plant materials as indicated or specified on the original plans, and all such replacement materials shall be guaranteed as specified for the original material guarantee. 18. The Landscape Contractor shall leave site in a clean condition, removing all unused material, tools and trash. L I 01110 O PREVAILING WIND AXIS PARALLEL TO STAKES O 2" DIA. 10' PINE LODGE POLE STAKE O TREE TIES (3) ® FINISH GRADE O ROOTBALL (SEE PLAN FOR SIZE, SET CROWN 1" ABOVE GRADE) Q is O TREE STAK I N(5 N.T.S. TREE STK1 DATE BENCH MARK SCALE DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 LOCATION: 16' S /OF C.L BRITTANY & 24' E /OF C.L. SAXONY HORIZONTAL N/A RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 VERTICAL N/A DATUM: MSL 0 TABLET PER ©FERTILIZER SPECIFICATIONS AND COMMON NAME SOILS REPORT O 6" WATER BASIN ®2" LAYER OF MULCH SQUAW CARPET MAINTAIN 3" CLEAR ERIOPHYLLUM CONFERTIFLORUM OF TRUNK O AMENDED BACKFILL 0 2X CONTAINER SIZE O TREE STAK I N(5 N.T.S. TREE STK1 DATE BENCH MARK SCALE DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 LOCATION: 16' S /OF C.L BRITTANY & 24' E /OF C.L. SAXONY HORIZONTAL N/A RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 VERTICAL N/A DATUM: MSL 0 TOTAL POUNDS PER ACRE: 64.0 LBS/AC U POI SCIENTIFIC NAME COMMON NAME PER ACRE SAILEYA MULTIRADIATA DESERT MARIGOLD 2.0 CEANOTHUS PRO5TRATV5 SQUAW CARPET LO ERIOPHYLLUM CONFERTIFLORUM GOLDEN YARRON 2.0 ESGH5CHOLZIA CALIFORNICA CALIFORNIA POPPY 2,0 LASTHENIA CHRYS05TOMA GOLDFIELDS ID LOTUS SGOPARIUS DEER pEED 6.0 LUPINUS BICOLOR PYGMY LEAF LUPINE 5,0 MIMULUS PUNICMS MISSION RED MONKEYPLONER 2.0 NEMOPHILA MENZIESII BABY BLUE EYES 4.0 PENSTEMON SPECTABILIS 5HONY PEN5TEMON 2.0 PLANTAGOINSULARIS PLANTAIN 40,0 SISYRINCHIUM BELLUM BLUE -EYED 64RASS 2.0 TOTAL POUNDS PER ACRE: 64.0 LBS/AC Q VINES a 0 ♦ MAGFEDYENA UN &UIS -CATI U © O MUL O RUBBER GARDEN HOSE 70 PLANT L (:�;IENI�)i OFINISH GRADE O7 As LIVE SEED 2O BOTANICAL NAME COMMON NAME SIZE ONTY. NOTES 2.4 9O ROOTBALL - SET CROWN 2" NATIVE SUBGRADE O 1.4 O5 TREES (12 MIN. FOR LINERS) 2.41 2.41 10 PLACE ROOTBALL OVER NATIVE SUBSOIL WARD MFG. (714) 631 -5055. 11 1.4 PINUS CANARIEN5IS CANARY ISLAND PINE 36" Box DOUBLE STAKE 11.6 Q PINUS CANARIEN515 CANARY ISLAND PINE 24" Box DOUBLE STAKE 4.5 _@ 4" WATERING BASIN BERM (SEE 2.4 PINU5 HALAPENS15 ALLEPPO PINE 46" BOX GUY 58 + PINU5 HALAPEN515 ALLEPPO PINE 56" BOX DOUBLE STAKE 2a PINU5 HALAPEN515 ALLEPPO PINE 24" BOX DOUBLE STAKE 58.0 2.q O PRUNU5 CER51FERA 'THUNDERCLOUD' PURPLE LEAF PLUM 24" Box STANDARD n e 015TUS PURPUREUS ROCK ROSE I GAL. HETEROMELE5 ARBITIFOLIA TOYON 1$ 54901. + + JUNIPERII5 GONFERTA SHORE JUNIPER 5 601. LIGUSTRUM TEXANUM TEXAS PRIVIT 5601. MAHONIA AOUIFOLIUM OREGON &RAPE 5 601. F NEPHROLEPIS EXALTATA SWORD FERN 5 601. RAPHEOLEPIS INDIGA INDIA HAWTHORN 5 GAL. ARAPHEOLEPI5 IN. 'MAJESTIC, BEAUTY' INDIA HAWTHORN 5 GAL. 1C RHUS INTE&REFOLIA LEMONADE BERRY I * 5 GAL. LIRIOPE MUSCARI LILY TURF I GAL. ® IS" O.G. TRIANGULAR 5PACIN6 ® NEPHROLEP15 EXALTATA SWORD FERN 5 GAL. ® 50" O.G. TRIANGULAR SPAGIN& ® MYOPORUM PARVIFOLIUM MYOPORUM FLATS VERBENA HYBRID: FLATS (EVEN MIX) 'POWDER -BLUE' d 'BLUE- VIOLET' HYDROSEED MIX HYDR05EED Q VINES a 0 ♦ MAGFEDYENA UN &UIS -CATI O FINISH GRADE 0 FERTILIZER TABLET PER NOTES (PER SPECIFICATION) )TREE GUYING N.T.S. TREE GUY COMMUNITY DEVELOPMENT DATE n N Q OROOTBALL, U © O MUL O RUBBER GARDEN HOSE 70 PLANTING HOLE - 2 TIMES BOX OFINISH GRADE O7 WIDTH 2O GALVANIZED TURNBUCKLE ® BACKFILL (PER SPECIFICATIONS) Q 12 GAL. GALVANIZED WIRE (NOT TO 9O ROOTBALL - SET CROWN 2" NATIVE SUBGRADE O ABOVE GRADE O5 TO BE SPLICED) 3/8" OR 5/16" O.D. (12 MIN. FOR LINERS) X .062 WT. POLYETHYLENE TUBING BY 10 PLACE ROOTBALL OVER NATIVE SUBSOIL WARD MFG. (714) 631 -5055. 11 2' -0" MINIMUM PAINT TUBING REMOTE #1UM19A BY PLANTING N.T.S. SP1 Q 2' % 4" % 3' -0" LONG RWD. OEAOMEN AMERITONE PAINT 13 LAYER OF MULCH PLANTING ® 4" WATERING BASIN BERM (SEE SPECIFICATIONS FOR DEPTH) MAINTAIN 3" FROM TRUNK O FINISH GRADE 0 FERTILIZER TABLET PER NOTES (PER SPECIFICATION) )TREE GUYING N.T.S. TREE GUY COMMUNITY DEVELOPMENT DATE n N Q OROOTBALL, SET CROWN 1" © O MUL ABOVE GRADE MAINTNER OF OFINISH GRADE O7 SHRUB BASE AMENDED BACKnU_ 3OFERTILIZER TABLET O4 PER SOILS REPORT PLACE ROOTBALL OVER ® CLASS A TOPSOIL BACKFILL NATIVE SUBGRADE O CONTAINER DEPTH O5 2" BASIN BERM (12 MIN. FOR LINERS) 0 2X CONTAINER DIA. (12" MIN. FOR LINERS) @5LOPE PLANTING N.T.S. SP1 A.S.R. d.c. A.S.R. ... �A.D.L. " APPROVALS PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED DATE 10/14/9 - 8 BY: Il� yI� BY:, M771&V% 4,AW*&( R.L.A. N0. 2348 3 DATE: DATE: LANDSCAPE 3 L1 99 . ARCHITECTE EXP. _� CAT'S CLAW 5 6AL. OGROUNDGOVER PLANTING N.T.S. 9 LAVSO '* Dom' f *y �ACrF1�z ADL PLANNING - ASSOCIATES L A N D P L A N N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R L S B A D , CA. 9 2 0 0 8 (760)931 -6637 FA X:(760)931 -2645 DATE: 2/11 /99 JOB NO: q$014 SCALE: DRAWN BY: CITY OF ENCINITAS ENGINEERING DEPARTMENT PLANTING LEGEND, NOTES & DETAILS FOR: WESTRIDGE TM NO. 98-94 DRAWING NC 5690 -G SHEET 7 OF 14 I I I I I I I . I , I I I � I I ,-,--- - _ � I � i � F 11 � � I IF �, \ I I `F` ,__;?_ �\, ,I 11 11 t ------- I - - � 1- -- - - _ -- - -_ --- --- - - ., I L 11� - I �,-------�4- - -, ii / ___��-,_--�-�' ------,z , 7 1_ - . Ft-_- �_� 6 2 -f'�-,' 2670 � , � i I --- �__, �_ _��_ �1:1 ___� I I -- ---- -, (42�H�_N lS7R_EF0L_1/F,% l? 1 , I \ ,_a___,_�__::��_ - I - 4- ,1 I z it 5��_______ 1 J! , 1`�_ `F7 / I � /--,X I I Ff x � I'., ��_ 11 I �u (HALf: Cl I GAL;, HALF @ 5 /&A . 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I I t I fi \ \ F I y` jl �-,'Iij Aj T 1 4, IT 11 If " If I i� j ,, I! : , ��_T 7� T 7 1 7 7 \ � ,,"H � ,q -,I I , , I � I , , , ( � "i \ � : , I I � IF I , � , \ I , A � ftl I ", IF I I � 1� ; 1: �� _" , 11 tt _/ _,,, � __ - ,- - --- _�� m a N I H Z J d v� 0 U v a m m i U 11l a LL SEE SHEET 7 FOR PLANTING LEGEND SEE SHEET 7 FOR PLANTING NOTES LAVS4 9 ADL PLANNING .: ASSOCIATES L A N.D P L A N N',I N -G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R L S Q A D, C A. 9 2 0 0 8 (760)931 -8637- FAA: (760)931 -2615 0' 15' 30' 60' DATE: 2 / 11;/99 JOB NO: 96014 SCALE: 1" c $p' DRAWN BY: A.S.R./D.J.6. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY CHECKED BY APPROVALS CITY OF IENOINITAS ENGINEERING DEPARTMENT DRAWING N0. A.S.R. D.J.G. A.S.R. D.J.G. A.D.L. DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 LOCATION: 16' S /OF C.L BRITTANY & 24' E /OF C.L. SAXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL 1 '=30' VERTICAL N/A PLANS PREPARED UNDER SUPERVISION OF DATE 06 O A Q�%r li�itl 44) R.L.A. NO. 2348 LANDSCAPE ARCHITECT EXP. 3/31/99 RECOMMENDED APPROVED BY: BY: DATE: DATE: PLANTING PLAN FOR: T�r�+�+ mD w 1 Y� L S 1 1� G L TM NO. 98 -94 5690 —G DATE SHEET `l' OF 14- m m C r1 a a U J °m m U W 7 0 a SEE SHEET 7 FOR PLANTING LEGEND SEE SHEET 7 FOR PLANTING NOTES 0' 15' 30' 60' i ADL PLANNING = ASSOCIATES - L A N D P L A N N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 C A R LS B A D, C A. 9 2 0 0 8 (760)931 -8637 FA%:(760)931 -2645 DATE: - 4/11</tTq JOB. NO: 4001.E SCALE: J" a sp' DRAWN BY: A.S,R.IV.J6. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT DESIGNED BY DRAWN BY I CHECKED BY APPROVALS CITY OF ENCINITAS ENGlNEERlNG DEPARTMENT DRAWING N0. A.S.R. D.J.I A.S.R. D.J.G. A.D.L. DESCRIPTION: S.D. COUNTY ENGINEER'S MON pC 174 -1969 LOCATION: 16' S /OF C.L. BRITTANY k 24' E /OF C.L SAXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVAnON: 241.15 DATUM: MSL HORIZONTAL 1"=30' VERTICAL N A PLANS PREPARED UNDER SUPERVISION OF DATE " y�Y G�FUJ�i4i1/ R.L.A. N0. 2348 LANDSCAPE ARCHITECT EXP. 3/31 /99 RECOMMENDED APPROVED BY: — _ BY: DATE: DATE: PLANTING PLAN FOR: WE S T R I D G E TM No. 98-94 5690-CT DATE SHEET l0 OF lA-. U) - w cn i o -- Q- W w 0 i SECTION 02491 PLANTING PART 1- GENERAL 1.1 DESCRIPTION A. Work included: Provide all labor, materials, and equipment required to complete work relation to required grade as they 'bore n Drawings, complete in place and approved, including but not necessariliy limited to: -- C. Plants shall be set so that, when settled, they bear same q 9 indicated o 9 . P 1. Purchase of plants to natural grade before being transplanted. Each plant shall be planted in center of pit, 2. All planting, including ground cover- backfilied with prepared soil; unless otherwise specified. No soil in muddy condition shall be 3. Observations and certifications used on backfilling. No filling will be permitted around trunks or stems. All broken or frayed 4. Guarantees roots shall be properly cut off. 5. Clean up D. Plants shall not be allowed to dry out before or while being planted. Keep exposed roots moist B. Related work: by means of wet sawdust, peat moss, of burlap at all times during plant operations; do not 1 . Documents affecting work of this Section include, but are not necessarily limited to, General expose to air except while being placed in ground. Wilted plants, place or not, wil whether in l Conditions and other Sections of these Specifications. not be accepted and shall be replaced at Contractor's expense. 2. Section 02441: Irrigation system, E. Plants not properly handled, spotted or planted shall be subject to removal and replacement. 1.2 2. Section 024 NCE F. In event that underground construction work or obstructions are• encountered in planting Work shall be performed in accordance with best standards of practice relating to various operation, alternate locations will be selected by Landscape Architect. Location operation trades under continuous supervision of competent foreman, capable of interpreting Drawings will be done at no extra cost to Owner. and Specifications. 3.3 PLANTING OF TREES 1.3 EXISTING SITE CONDITIONS A. No trees, 15 gallons and over, shall be planted in a hole that will not naturally drain overnight A. Prior to excavation for planting or placing of stakes, locate all electric cables, conduits, after having been half - filled with water. Tests shall be conducted to make this determination sprinkler valves, all utility lines so that proper precautions may be taken not to damage such and Landscape Architect notified of this condition prior to planting. improvements. In event-of conflict between such lines and plant locations, promptly notify , B. Stake all trees indicated on the plans and /or as required to promote optimum stability. Landscape Architect who shall arrange for relocation for one or other. Failure to follow this 3.4 PLANTING OFSHRUBS procedure places Contractor responsibile for, (at his expense) making any and all repairs for Set plants in center of pit, in vertical position, so that crown of ball will be 2" above finish damage resulting from work hereunder. grade after allowing for watering and settling and shall bear the same relation to finish grade B. Verification of dimensions: All scaled dimensions are approximate. Before proceeding with any that it did to soil surface in place of growth. work, Contractor shall carefully check and verify all dimensions and quantities and shall 3.6 PLANTING TABLETS immediately inform Landscape Architect of any discrepancy between Drawings, Specifications A. Place plant tablets 3" below grade in each planting hole adjacent root ball at the following rate: and actual conditions. No work shall be done in any area where there is such a discrepancy, 1. 1 gallon container: 1 -21 gram tablet until approval for same has been given by Landscape Architect. 2. 5 gallon container: 3 -21 gram tablets 1;4 SCHEDULING/SEQUENCING 3. 15 gallon container: 5 -21 gram tablets A. After soil has been properly prepared, irrigation system has been installed, tested and approved 3.7! WATER BASINS and conditions are favorable to plant, Contractor shall request approval to start planting from Prepare raised water basin as wide as plant balls at each plant. Water thoroughly, backfilling Landscape Architect. any voids with additional prepared planting mix. B. Irrigation and landscape work may be done concurrently, however, planting work Imay not start 3.8 WATERING: in any section prior to test observations and approval of irrigation work by Landscape A. Immediately after planting, water shall be applied to each tree, shrub and vine, by means of a Architect. hose. The water shall be applied in a moderate stream in the planting holes and until the 1.5 SUBSTITUTIONS material about the roots is moist from the bottom of the hole to the top of the ground. No substitutions from specified plant materials will be permitted, unless substitulte materials B. Following the planting of ground cover plants, furnished in flats, each plant shall be are approved in advance by Landscape Architect, and substitutions are made at no mdditionai immediately and thoroughly watered. charge to Owner. If accepted substitute materials are of less value than those indicated or C. Plants not efficiently watered with existing water system, shall be watered with hose. specified, contract price will be adjusted in accordance with provisions of contract. D. Apply water in sufficient quantities, and as often as seasonal conditions require to keep the 1.6 SUBMITTALS ground moist at all times to the depth of the root system of grass and planting. A. Soil Testing Results and Recommendations: Agricultural suitability test conducted by an 3.4 PROTECTION approved Soil Testing Laboratory. Contractor shall carefully and continuously protect areas included in contract; including plant B. Certificates of source and quantity of all plants and materials furnished to project;, materials, fences, supports, etc., until final acceptance by Landscape Architect. including certificates, and trip slips for delivery of bulk material stating source, quantity, type 3.10 CLEANUP of material, and that material conforms to Specification. These certificates shall top Upon completion of Work in this Section, remove rubbish, trash, and debris resulting from submitted to Landscape Architect prior to start of maintenance period. operation. Remove disused equipment and implements of service and leave entire area involved 1.7 STORAGE AND HANDLING in a neat acceptable condition such as to meet approval of Landscape Architect. All plants & material, upon delivery and prior to installation, shall be protected ffrom wind, 3.11 MAINTENANCE excessive sun, other elements and other potential damage. A. Maintain all planting areas in a vigorous, thriving condition by watering, cultivating, spraying, washing off walks, and any other necessary operations during the entire period of installation -- and until final acceptance by Landscape Architect. B. Calender: Maintenance period shall be calculated from final acceptance by Landscape Architect. C. Improper maintenance which may cause the poor condition of planted material at termination of - - the scheduled contract period will cause postponement of final acceptance of work. Maintenance of all areas shall continue at no additional cost to Owner until all work is accepted. D. All areas shall be kept free of debris and all areas shall be weeded and cultivated at intervals of PART 2- PRODUCTS not more than ten (10) days after any area has been completed. 1.8 GUARANTEE AND REPLACEMENT E. The Landscape Contractor shall be responsible for maintaining adequate protection of all areas. All plantings shall be guaranteed for time period specified in Planting Notes. Any material not Damaged areas shall be repaired immediately at the Landscape Contractor's expense. growing properly during this period shall be replaced by Contractor within seven (7) days of receipt of written notice by Owner or Landscape Architect. Contractor's guarantee imay be F. Post fertilize all areas after thirty (30) and ninety (90) days of maintenance at a rate specfied extended in cases where plants are slow to establish. If Contractor fails to make replacements in the Soil Test Recommendations. within the time limit, Owner may replace plants at Contractor's expense after duly notifying G. After thirty (30) days, all weeds shall be removed by hand after watering to assure root him. removal. Application of approved pre- emergence weed control shall be applied when in the 2.1 SOILAMENDMENTS opinion of Landscape Architect project is infested with weed seed and further weeding will A. Organic Soil Conditions: Nitrolized finely ground bark, wood chips or shavings QWilbur -Ellis become an unnecessary burden to Owner. "Organic -Life" or equal). H. Contractor shall call for an inspection after each thirty (30) days of maintenance. B. Commercial Fertilizers: Per recommendations of approved soil test. I. Maintenance shall continue for period specified on Planting Notes. C; Gypsum: Agricultural grade gypsum (C2SO4,H2O). D. Plant Tablets: Agriform (20 -10 -5) blue Chip Tables, 21 gram sizes. -.- :--END OF SECTION 2.2 PLANT QUANTITIES AND TYPES Plant materials shall be furnished in quantities and/or spacing as shown, or noted for each location, and shall be of species, kinds, sizes, etc., as symbolized and /or described in Plant Legend on Drawings. 2.3 PLANT MATERIAL STANDARDS Plant material as indicated on Drawings and herein specified shall conform to following: A. Nomenclature: Plant names listed in Plant Legend conform to "Standard Plant Names" established by "American Standard for Nursery Stock ". B. - Condition: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or eggs, shall have healthy, normall root systems; well filling their containers, but not to point of being root bound. Plants shall not be pruned prior-to delivery, except as authorized by Landscape Architect. In no case shall trees be topped before delivery. C. Dimensions: Height and spread of plant material shall be measured with branches in normal position and shall be as indicated on Drawings. Caliper of trees shall be measured 2' -0" above .surface of ground. Where caliper or other dimensions of any plant materials are omitted from "Plant Legend", it shall be average stock for type listed. per recommendations and requirements of ANSI 260.1. D. Review and Conformance: All plant materials shall be subject to review and conformance to drawings and specifications and approval by Landscape Architect before planting. All plants supplied to project (whether planted or not) are subject to rejection by Landscape Architect. E. Plant list: As indicated on Planting Plan. F. Sizes of plants: Shall be as stated in Plant Legend. Container stock (1, 5 and 15 gallon and boxes) shall have been grown in containers for period of time sufficient to develop root growth Sufficient to hold soil ball together to side and bottom of container in which it was delivered. G. Plants not approved: Remove from site immediately and replaced with suitable plants. Landscape Architect may reject entire lot of plants represented by defective samples. PART 3 - EXECUTION 3.1 PREPARATION - GENERAL A. Soil Conditioning /Planting Backfill: 1 . Planting backfill shall be a mixture of Excavated Soil: 50% Organic Soil Conditioner: 50% Fertilizer: Per recommendations of soils test 3.2 PLANTING - GENERAL A. Relative position of all trees and plants is subject to approval by Landscape Architect and they shall, if necessary, be relocated as directed as part of contract. B. Plant pits shall be minimum dimensions per planting detail. If percolation is such that water will not drain from hole overnight, Contractor shall halt planting installation, review conditions and recommendations with Landscape Architect. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK COMMUNITY DEVELOPMENT DESIGNED BY DIRAws'.RBY - SECTION 02441 - a - IRRIGATION SYSTEM - -- AART1 GENERAL HORIZONTAL N/A VERTICAL N A PLANS PREPARED UNDER SUPERVISION OF DATE 10/14/98 4AU/SON R.L.A. NO. 2348 LANDSCAPE ARCHITECTE EXP. 3/31/99 RECOMMENDED APPROVED BY N� BY: DATE: DATE: DESCRIPTION - A,; Work included: Provide irrigation system where shown on Drawings, and as specified herein, limited C. Minor changes in equipment location from location shown on Drawings shall be made as directed • - complete in place, tested and approved, including but not necessarily to: by Landscape Architect at no additional cost to Owner providing such change is ordered before 1. P.O.C., connection of system to existing water supply, comencement of work, or work directly connected, and no additional materials are required. 2. Review of utility plans showing other underground facilities, -3.4 TRENCHING AND BACKFILL 3. Trenching and backfill, 4. Lawn and shrub sprinkler system, Trench, backfill and compact in accordance with industry standards. j . 3.5 INSTALLATION OF PIPING 5. Dri ` irrigation system p g y A. Depth of Cover: 6. Automatic controller and remote control valves, PVC Pressure Mainline- 18" min. 7. Any incidental work not shown or specified which can reasonably be inferred as part of work PVC Non - pressure Lateral- 12" min. „ and necessary to provide a complete and operable system. Polypropelene tubing- 4" min. ` B. Related work: B. Piping under pavement: 1. Documents affecting work of this Section include, but are not necessarily limited to General 1. Sleeve piping under paved areas as indicated on Drawings. Conditions and other Sections of these Specifications. 2. Piping may be installed under existing pavement by jacking, boring, or hydraulic driving 2. Section 02491: Planting. except that no hydraulic driving will be permitted under asphalt concrete pavement. 1.2 PERMITS, FEES, CODES AND SAFETY ORDERS 3. Where cutting or breakage of existing pavement is necessary, secure permission from A. Obtain all permits and pay required fees to any governmental agency having jurisdiction over Landscape Architect before cutting or breaking pavement, then make necessary repairs and work. Arrange for inspections required by local ordinances during the course of construction as replacements to approval of Landscape Architect and at no additional cost to Owner. required. On completion of work, satisfactory evidence shall be furnished to Landscape C. Inspection of materials: Garefully inspect pipe and fittings before installation, removing all Architect to show -that work is in accordance with ordinance and code requirements. dirt, scale and burrs, reaming as required. Install pipe with markings up for visual inspection. B. Conform with applicable codes, standards and other applicable laws or regulations. Nothing in D. Plastic (PVC) pipe: Drawing or Specifications shall be construed to permit work not conforming to codes. Should 1. Exercise care in handling, loading, unloading and storing plastic pipe and fittings: Construction Documents or instructions vary from aforementioned rule and regulations, notify a. Store under cover Iform direct sunlight until ready to install, Landscape Architect, await instructions before proceeding with work affected. ec ed b. Transport only on a vehicle with a bed long errough to allow the pipe to lay flat to avoid 1.3 QUALITYASSURANCE undue bending and concentrated external load. A. Use adequate number of skilled workmen who are thoroughly trained and experienced in 2. Any dented and damaged pipe shall be discarded unless such dented or damaged section is cut necessary crafts and are completely familiar with specific requirements and methods needed for out and pipe rejoined wiith a coupling. proper performance of work of this Section. 3. In joining, use only specified solvent, make joints in accordance with manufacture's B. All materials throughout system shall be new and perfect condition. Decision of Landscape recommendations. Pipe and fittings shall be thoroughly cleaned of dirt, dust, moisture Architect shall be final in determination of quality of materials, equipment, workmanship. before applying solvent.. Clean off excess solvent. Allow solvent welds at least 15 minutes 1.4 A. EXISTING SITE CO ^;DITIONS Contractor shall acquaint himself with all site conditions. Should utilities not shown on plans be set -up time before mowing or handling and 24 hours curing time before filling with water. 4. Snake lines from side to side in trench to allow for expansion and contraction. found during excavations, Contractor shall promptly notify Landscape Architect for instructions 5. Plastic to metal joints slhall be made with plastic male adapters. Use only light pressure with for further action. Failure to do so will make Contractor liable for any and all damage thereto a strap wrench. arising form his operations, subsequent to discovery of such utilities not show on plans. E. Plug or cap all openings upon line installation to prevent the entrance of materials that would B. Contractor shall make minor adjustments to sprinkler system layout as may be required, and obstruct pipe. Leave in place until removal is necessary for completion of installation. may be required to work around existing construction at no increase in cost to Owner. F. Thoroughly flush all lines, 'perform hydrostatic testing in accordance with paragraph below. 1.5 DELIVERY, STORAGE AND HANDLING 3.6 INSTALLATION OF EQUIPMENT Protect work and materials under this Section from damage during construction and storage. A. Lawn spray heads: Polyvinyl chloride (PVC) pipe and fittings shall be especially protected from direct sunlight. 1. Install where indicated on Drawings and in accordance with details and manufacture's 1.6 SUBSTITUTIONS recommendation as approved by Landscape Architect. No deviations from specified equipment or installation procedures shall be allowed without 2. For heads adjacent to pavement place heads 2" from pavement, flush to pavement elevation. written approval of Landscape Architect. 3. Locate heads 4" minimum from buildings, walls. 1.7 SUBMITTALS 4. Upon testing completion, complete assembly, adjust sprinkler heads for proper distribution. A. As -Built Drawings: Prepare on blueline print showing deviations from bid documents made B. Shrub sprinkler heads: during construction affecting main line pipe, controller locations, valves and sprinkler heads. 1. Install in planting areas where indicated on Drawings. As- builts shall be delivered to Landscape Architect before final acceptance of work. 2. Locate shrub heads 6" from pedestrian paving, 12" from automobile traffic without curbs, B. Submit a list of all irrigation equipment used, manufacturer's brochures, maintenance 6" from automobile traffic with curbs and 12" from all building and wall footings unless manuals, guarantees and operating instructions. noted otherwise. Set shrub heads eighteen (18 ") inches above finish grade unless noted 1,8 GUARANTEE otherwise. (See details.) A. Guarantee all work for one year from acceptance date against defects in material, equipment, and 3. Use joint compound on galvanized iron fittings. workmanship. Guarantee shall cover damage repair to any part of premises resulting from 4. Upon completion of testing, contractor shall complete assembly and adjust sprinkler heads leaki; or defects in material, equipment, workmanship to satisfaction of Landscape Architect. for proper distribution. j= rr B. Repairs shall be done promptly upon notification by Landscape Architect at no cost to Owner. C. Valves: Install bail valves and quick coupler valves per drawings. -- - D. Control valves: Install where shown on Drawings, locating in clusters in planting areas where practical. Place no closer than 12" and parallel to walk edges, buildings and walls. House in valve boxes with tops set flush to grade. PART 2- PRODUCTS - E. Drip irrigation system: 21 PIPE 1. Poly tubing: Place in shovel cut trench to 3" depth. Loop around tree locations per detail. A. Polyvinyl chloride (PVC) pipe: 2. Emitters: Provide emitters per Drawings, punching into distribution lines with 1. Pressure Mainline : 2" and larger - Class 315 PVC type 1220; 1 &1/2" and smaller - manufacturer's approved punch. Schedule 40 PVC type 1220. 2. Non - pressure Lateral lines: Class 200 PVC type 1220, all 1/2" shall be schedule 40 PVC. - -- 3. Fittings: Type 11 schedule 40 PVC. 4. Solvent Cement: As recommended by manufacture of pipe and of proper consistency. 3. Outlet tubing: B. Brass pipe and fittings shall be standard 125 pound class 85% red brass. a. Provide distribution tubing to carry water from emitter to outlet point, 2.2 RISERS b. Avoid placing outlet within 18" of plant stem or trunk, A. Lawn heads: Schedule 80 PVC risers with street ell swing joints per details. c. For slope conditions, shift outlet locations to the uphill side of plant stem or trunk, B. Shrub heads: Grey chedule 80 PVC risers with swing y g joints below grade per details. Risers d. Place emitter's screen cap on outlet tubing end, height Is measured from finish grade to top of riser. Risers shall be 1/2" diameter unless f. Stake outlet tubing near end. otherwise noted on plans. F. Backflow preventer. Install! where indicated on Drawings and in accordance with all pertinent C. Slope heads: Stake risers of impact and gear driven rotor heads on slopes with number 6 steel codes, regulations, and manufacturer's recommendations as approved by Landscape Architect. reinforcing bar, secure with adjustable stainless steel geared clamp to ensure stability. G. Automatic controller: 2.3 SPRINKLER HEADS 1. Install controller as shown on Drawings, unless otherwise directed by Landscape Architect. Per legend and details on Drawings. 2. Connect remote control valves to controller in sequence corresponding to sequence indicated 2.4 VALVES on Drawings. Where two or more valves have same number, wire them together at A. Ball valves: Provide 125 psi rated valve (line size) Per legend and details on Drawings. controller. Do not group lawn and shrub heads on same station. B. Quick coupler valves: Per legend and details on Drawings. 3. Electrical supply to point of connection shall be by others. Contractor shall provide "hard C. Automatic and manual control valves: Per legend and details on Drawings. wire" splice into existing junction box near controller location. 2.5 DRIP IRRIGATION EQUIPMENT H. Automatic control wiring: A. Tubing: 1. Install control wires in grey schedule SO PVC electrical sleeves18" below finish grade. ` 1. Distribution lines: 1/2" polypropelene black flexible line. 2. Install control wire sleeves, irrigation mains and laterals in common trenches wherever 2. Outlet tubing: .125" I.D. polypropelene "spaghetti" tubing. possible. B. Emitters: Per Irrigation Legend. 3. Install control wires sleeves to side of mainline where possible. Wires shall be a minimum C. Stakes: 4" polypropelene emitter stakes. of 1" from any pipe or fitting except at terminal points. Provide looped slack at-valves and 2.6 BACKFLOW PREVENTER snake wires in trench to allow for contraction of wire. Tie wire in bundles at 10' intervals Provide backflow preventers shown on legend and install per details on Drawings. with plastic electrical tape. 2.7 AUTOMATIC CONTROLLER 4. Wire splices will be allowed only on runs more than 300 feet. Crimp wires together with A. Provide controller shown on legend on Drawings. approved wire connector, seal connection and wrap with electric tape. B. Control wires: 24 volt solid wire U.L. approved for direct burial in ground. Black #14 OF 5. Provide separate sieeving from irrigation lines for control wires beneath pavement, etc. w direct lead and white #12 OF common ground, unless otherwise noted on plans. 3.7 TESTING AND INSPECTION 2.8 OTHER MATERIALS A. Do not allow or cause any of work of this Section to be covered up or enclosed until test has been A. Plastic valve boxes: Provide green plastic valve boxes with lids for ball valves (round) and observed and approved by Landscape Architect. Request presence of Landscape Architect at automatic control valves (2 per box maximum.) Place 6" depth of pea gravel at base of boxes. least three (3) working days in advance of testing. B. Check valves: Provide spring in -line check valves line size p g ( )per plan and as required to B. Flushing of pipe: Before backfilling mainline, with control valves placed but before lateral prevent low head drainage. lines are connected, completely flush and test mainline. C. Provide other materials not specifically described but required for a complete and proper 1. Repair leaks. installation as selected by contractor subject to approval of Landscape Architect. 2. Flush out each section of lateral pipe before sprinkler heads are attached. C. Testing: PART 3 - EXECUTION 1. Make necessary provisions to thoroughly bleed line of air and debris. 3.1 SURFACE CONDITIONS 2. After valves have been installed, when welded plastic joints have cured for at least 24 hours, A. Verify finish grades and surface drainage with Landscape Architect prior to work. test main water lines for leaks at pressure of 125 psi for period of four hours, with B. Examine areas and conditions under which work will be performed. Correct conditions couplings exposed and pipe sections centerloaded with sufficient amount of backfill to detrimental to timely, proper completion of work. Do not proceed until unsatisfactory prevent arching or slipping under pressure. Lateral lines shall be tested, with risers conditions are corrected. capped, for two hours under normal static pressure. 3.2 FIELD MEASUREMENTS 3. Provide required testing equipment and personnel. Make necessary measurements in field, ensure precise fit of items in accordance with design. 4. Repair leaks, retest until acceptance by Landscape Architect. 3.3 LAYOUT D. Final inspection: Clean, adjust, balance all systems. Verify: A. Layout work as accurately as possible to Drawings. Drawings, though carefully drawn, are a. Heads are properly adjusted for radius and arc of coverage; generally diagrammatic to extent that offsets and all fittings are not shown. Site conditions will b. Installed system is workable, clean, efficient. not always permit locating piping, valves and heads where shown. This situation shall be brought to immeadiate attention of Landscape Architect and relocation determined in joint 3.8 A. INSTRUCTIONS Attach typewritten legend inside each controller door, stating areas covered by each valve. conference. Contractor will be held responsible for relocating any items without first obtaining B. After system has been completed, inspected, and approved instruct Owner or his maintenance Landscape Architect's approval and shall remove and relocate such items at his own expense if so personnel in operation and maintenance of system. directed by Landscape Architect. 3.9 MAINTENANCE ( B. Where piping is shown on Drawings to be under paved areas but running parallel and adjacent'to Maintain system for period indicated in Jrrigation Notes, or length of planting maintenance, planting areas, the intention is to install piping in planted area. period, whichever is greater. END OF SECTION r� U) - w cn i o -- Q- W w 0 i SECTION 02491 PLANTING PART 1- GENERAL 1.1 DESCRIPTION A. Work included: Provide all labor, materials, and equipment required to complete work relation to required grade as they 'bore n Drawings, complete in place and approved, including but not necessariliy limited to: -- C. Plants shall be set so that, when settled, they bear same q 9 indicated o 9 . P 1. Purchase of plants to natural grade before being transplanted. Each plant shall be planted in center of pit, 2. All planting, including ground cover- backfilied with prepared soil; unless otherwise specified. No soil in muddy condition shall be 3. Observations and certifications used on backfilling. No filling will be permitted around trunks or stems. All broken or frayed 4. Guarantees roots shall be properly cut off. 5. Clean up D. Plants shall not be allowed to dry out before or while being planted. Keep exposed roots moist B. Related work: by means of wet sawdust, peat moss, of burlap at all times during plant operations; do not 1 . Documents affecting work of this Section include, but are not necessarily limited to, General expose to air except while being placed in ground. Wilted plants, place or not, wil whether in l Conditions and other Sections of these Specifications. not be accepted and shall be replaced at Contractor's expense. 2. Section 02441: Irrigation system, E. Plants not properly handled, spotted or planted shall be subject to removal and replacement. 1.2 2. Section 024 NCE F. In event that underground construction work or obstructions are• encountered in planting Work shall be performed in accordance with best standards of practice relating to various operation, alternate locations will be selected by Landscape Architect. Location operation trades under continuous supervision of competent foreman, capable of interpreting Drawings will be done at no extra cost to Owner. and Specifications. 3.3 PLANTING OF TREES 1.3 EXISTING SITE CONDITIONS A. No trees, 15 gallons and over, shall be planted in a hole that will not naturally drain overnight A. Prior to excavation for planting or placing of stakes, locate all electric cables, conduits, after having been half - filled with water. Tests shall be conducted to make this determination sprinkler valves, all utility lines so that proper precautions may be taken not to damage such and Landscape Architect notified of this condition prior to planting. improvements. In event-of conflict between such lines and plant locations, promptly notify , B. Stake all trees indicated on the plans and /or as required to promote optimum stability. Landscape Architect who shall arrange for relocation for one or other. Failure to follow this 3.4 PLANTING OFSHRUBS procedure places Contractor responsibile for, (at his expense) making any and all repairs for Set plants in center of pit, in vertical position, so that crown of ball will be 2" above finish damage resulting from work hereunder. grade after allowing for watering and settling and shall bear the same relation to finish grade B. Verification of dimensions: All scaled dimensions are approximate. Before proceeding with any that it did to soil surface in place of growth. work, Contractor shall carefully check and verify all dimensions and quantities and shall 3.6 PLANTING TABLETS immediately inform Landscape Architect of any discrepancy between Drawings, Specifications A. Place plant tablets 3" below grade in each planting hole adjacent root ball at the following rate: and actual conditions. No work shall be done in any area where there is such a discrepancy, 1. 1 gallon container: 1 -21 gram tablet until approval for same has been given by Landscape Architect. 2. 5 gallon container: 3 -21 gram tablets 1;4 SCHEDULING/SEQUENCING 3. 15 gallon container: 5 -21 gram tablets A. After soil has been properly prepared, irrigation system has been installed, tested and approved 3.7! WATER BASINS and conditions are favorable to plant, Contractor shall request approval to start planting from Prepare raised water basin as wide as plant balls at each plant. Water thoroughly, backfilling Landscape Architect. any voids with additional prepared planting mix. B. Irrigation and landscape work may be done concurrently, however, planting work Imay not start 3.8 WATERING: in any section prior to test observations and approval of irrigation work by Landscape A. Immediately after planting, water shall be applied to each tree, shrub and vine, by means of a Architect. hose. The water shall be applied in a moderate stream in the planting holes and until the 1.5 SUBSTITUTIONS material about the roots is moist from the bottom of the hole to the top of the ground. No substitutions from specified plant materials will be permitted, unless substitulte materials B. Following the planting of ground cover plants, furnished in flats, each plant shall be are approved in advance by Landscape Architect, and substitutions are made at no mdditionai immediately and thoroughly watered. charge to Owner. If accepted substitute materials are of less value than those indicated or C. Plants not efficiently watered with existing water system, shall be watered with hose. specified, contract price will be adjusted in accordance with provisions of contract. D. Apply water in sufficient quantities, and as often as seasonal conditions require to keep the 1.6 SUBMITTALS ground moist at all times to the depth of the root system of grass and planting. A. Soil Testing Results and Recommendations: Agricultural suitability test conducted by an 3.4 PROTECTION approved Soil Testing Laboratory. Contractor shall carefully and continuously protect areas included in contract; including plant B. Certificates of source and quantity of all plants and materials furnished to project;, materials, fences, supports, etc., until final acceptance by Landscape Architect. including certificates, and trip slips for delivery of bulk material stating source, quantity, type 3.10 CLEANUP of material, and that material conforms to Specification. These certificates shall top Upon completion of Work in this Section, remove rubbish, trash, and debris resulting from submitted to Landscape Architect prior to start of maintenance period. operation. Remove disused equipment and implements of service and leave entire area involved 1.7 STORAGE AND HANDLING in a neat acceptable condition such as to meet approval of Landscape Architect. All plants & material, upon delivery and prior to installation, shall be protected ffrom wind, 3.11 MAINTENANCE excessive sun, other elements and other potential damage. A. Maintain all planting areas in a vigorous, thriving condition by watering, cultivating, spraying, washing off walks, and any other necessary operations during the entire period of installation -- and until final acceptance by Landscape Architect. B. Calender: Maintenance period shall be calculated from final acceptance by Landscape Architect. C. Improper maintenance which may cause the poor condition of planted material at termination of - - the scheduled contract period will cause postponement of final acceptance of work. Maintenance of all areas shall continue at no additional cost to Owner until all work is accepted. D. All areas shall be kept free of debris and all areas shall be weeded and cultivated at intervals of PART 2- PRODUCTS not more than ten (10) days after any area has been completed. 1.8 GUARANTEE AND REPLACEMENT E. The Landscape Contractor shall be responsible for maintaining adequate protection of all areas. All plantings shall be guaranteed for time period specified in Planting Notes. Any material not Damaged areas shall be repaired immediately at the Landscape Contractor's expense. growing properly during this period shall be replaced by Contractor within seven (7) days of receipt of written notice by Owner or Landscape Architect. Contractor's guarantee imay be F. Post fertilize all areas after thirty (30) and ninety (90) days of maintenance at a rate specfied extended in cases where plants are slow to establish. If Contractor fails to make replacements in the Soil Test Recommendations. within the time limit, Owner may replace plants at Contractor's expense after duly notifying G. After thirty (30) days, all weeds shall be removed by hand after watering to assure root him. removal. Application of approved pre- emergence weed control shall be applied when in the 2.1 SOILAMENDMENTS opinion of Landscape Architect project is infested with weed seed and further weeding will A. Organic Soil Conditions: Nitrolized finely ground bark, wood chips or shavings QWilbur -Ellis become an unnecessary burden to Owner. "Organic -Life" or equal). H. Contractor shall call for an inspection after each thirty (30) days of maintenance. B. Commercial Fertilizers: Per recommendations of approved soil test. I. Maintenance shall continue for period specified on Planting Notes. C; Gypsum: Agricultural grade gypsum (C2SO4,H2O). D. Plant Tablets: Agriform (20 -10 -5) blue Chip Tables, 21 gram sizes. -.- :--END OF SECTION 2.2 PLANT QUANTITIES AND TYPES Plant materials shall be furnished in quantities and/or spacing as shown, or noted for each location, and shall be of species, kinds, sizes, etc., as symbolized and /or described in Plant Legend on Drawings. 2.3 PLANT MATERIAL STANDARDS Plant material as indicated on Drawings and herein specified shall conform to following: A. Nomenclature: Plant names listed in Plant Legend conform to "Standard Plant Names" established by "American Standard for Nursery Stock ". B. - Condition: Plants shall be symmetrical, typical for variety and species, sound, healthy, vigorous, free from plant disease, insect pests or eggs, shall have healthy, normall root systems; well filling their containers, but not to point of being root bound. Plants shall not be pruned prior-to delivery, except as authorized by Landscape Architect. In no case shall trees be topped before delivery. C. Dimensions: Height and spread of plant material shall be measured with branches in normal position and shall be as indicated on Drawings. Caliper of trees shall be measured 2' -0" above .surface of ground. Where caliper or other dimensions of any plant materials are omitted from "Plant Legend", it shall be average stock for type listed. per recommendations and requirements of ANSI 260.1. D. Review and Conformance: All plant materials shall be subject to review and conformance to drawings and specifications and approval by Landscape Architect before planting. All plants supplied to project (whether planted or not) are subject to rejection by Landscape Architect. E. Plant list: As indicated on Planting Plan. F. Sizes of plants: Shall be as stated in Plant Legend. Container stock (1, 5 and 15 gallon and boxes) shall have been grown in containers for period of time sufficient to develop root growth Sufficient to hold soil ball together to side and bottom of container in which it was delivered. G. Plants not approved: Remove from site immediately and replaced with suitable plants. Landscape Architect may reject entire lot of plants represented by defective samples. PART 3 - EXECUTION 3.1 PREPARATION - GENERAL A. Soil Conditioning /Planting Backfill: 1 . Planting backfill shall be a mixture of Excavated Soil: 50% Organic Soil Conditioner: 50% Fertilizer: Per recommendations of soils test 3.2 PLANTING - GENERAL A. Relative position of all trees and plants is subject to approval by Landscape Architect and they shall, if necessary, be relocated as directed as part of contract. B. Plant pits shall be minimum dimensions per planting detail. If percolation is such that water will not drain from hole overnight, Contractor shall halt planting installation, review conditions and recommendations with Landscape Architect. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK COMMUNITY DEVELOPMENT DESIGNED BY DIRAws'.RBY ADL -1 PLANNING ASSOCIATES AINNIm L A N ' D P L A N N I N G LANDSCAPE ARCHITECTURE �pNIJSCpo 5315 AVENIDA ENCINAS SUITE 230 %qWS CARL SIB AD, CA. 92008 A �0 _ (760)931 -8637 FAX: (T.60)931 -2645 n DATE: 2,/11/99 nature �/'T JOB NO: 00014 Date y - yt; SCALE: DRAWN BY: A.5.RJV.J.& CITY, OF ENCINITAS ENGINEERING DEPARTMENT SPECIFICATIONS FOR: WESTRIDGE TM NO. .98-94 DRAWING NO. 5690-G SHEET )l OF L4 - CHECKED BY APPROVALS - -- DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174! -1969 LOCATION: 16''S /OF C.L. BRITTANY & 24' E/OF CL WONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL N/A VERTICAL N A PLANS PREPARED UNDER SUPERVISION OF DATE 10/14/98 4AU/SON R.L.A. NO. 2348 LANDSCAPE ARCHITECTE EXP. 3/31/99 RECOMMENDED APPROVED BY N� BY: DATE: DATE: - _- - -- - DATE -- ADL -1 PLANNING ASSOCIATES AINNIm L A N ' D P L A N N I N G LANDSCAPE ARCHITECTURE �pNIJSCpo 5315 AVENIDA ENCINAS SUITE 230 %qWS CARL SIB AD, CA. 92008 A �0 _ (760)931 -8637 FAX: (T.60)931 -2645 n DATE: 2,/11/99 nature �/'T JOB NO: 00014 Date y - yt; SCALE: DRAWN BY: A.5.RJV.J.& CITY, OF ENCINITAS ENGINEERING DEPARTMENT SPECIFICATIONS FOR: WESTRIDGE TM NO. .98-94 DRAWING NO. 5690-G SHEET )l OF L4 j i - ". - . �_.�--`��.�-`' f t�y;�__ \ ,I t5 II 1 8 ; qt'_ *:' �I aw II �rf. X, r r`e� :�. L I It y r ` /t ;,.,T ``' \', `1� SSr, \:.. i �� °d c' -':5 '; / \ - 4" __, - . -__ .' -_ -_ ' _...__.._ t . - -_._ _ �,r., an-�h "'!1 L".J _. tF ... .. �. !� �, 1- I ', _tr_..L .�I`� V,; �, i` 1` ,. 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ASSO __ _ l `f/ ,', ,,,r' ,,.�...,_ 'i J� r / S I 11 ..1 f r '�' - ".....,.. r / f„ / / ,/ h l r N D P A N N I N G f p , J e f L A L .mss,_ �, °' % r' %` % f -'' if f' //" r�s/ j r` ` �a °f 1, / ' rf' at j" j, f LANDSCAPE AF2C1 ITECTUF2E iiIF �I / , , , , �/ t �'"�� `�- r� A� jr % f '�/ fi �;`� IF, / r/� ;� - 5315 AVENIDA EN CINAS SUITE 230 1 IS / % :1 ,/ r i t: I1 by 1- z / _ _,t i /� r s � : � /f / /' � !' ,f` - .Qf_( C A R L S B A D. C A. 9 2 O O 8 t '11 � �\ I, h�"� _ rr'1�'i' f�,, r �- R� " "t, �� ,-.i ; / / f1 .,r° f% / /I, e°` / /�. // / ,'/ AA"" f /•% 1 - (760)931 -8637 FA X:(760)931 -2645 1 1` / f 111{ °-.... 4 :. _,� `,�1 r; I11 p4 III I ,ti 1 F_- \\:. _� -r... /i J:r �/% / �,. f / . / f �f , iF T DATE: 1/ _._-- --- _ __. __-- .n� -- _"vv t 'aF� L', -n .�°P� i �/ •• / %� % 1 klbfq % r %' i I ` � 15 301 60 11 ) -. ,l - r" r F I� r ..rip ._ j �� ern %/, 1. � ,� ,i % / i r /` r r'% rl l/r f - JOB NO: - 11 " 1. . ,. . ., >,_- . ,, /, / /' ' % % r I` SCALE: I 130 11 I y ', r r ' r / l�/ / i If I - \} .� '� Il - I ,\ T4'�'I- Ir tr5!t.. l_` ,. -__ `° /', .I�X j %!; i i /, r/ / ' ��,� // / r/ ✓ i i f / 1 1.` - - �,._ C(EsE1J11'a# f='r�� ,' '1Q� .if._....�.^°° i. -# / %` d 'i %/ �'`�,,' , %/ /�' /- r �� i *.,� n �..�,_ tee' / f I ,. '_� ..............- ' -_ r ..,-. , r - , , j "e.`'t Mme` % .. , e° �% / I rte'' :-✓ /�,�• / i if /f ` DRAWN BY: D..J.G ✓A.r.J' .R.. - J ! '=; REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT �SSRwoD BY DRAASR. CHEAKDED BY APPROVALS CITY OF IENCINITAS ENGINEERING DEPARTMENT DRAWING NO. _ DESCRIFnON: S.D. COUNTY ENGINEER'S MON OC 174 -1969 PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED APPROVED CONSTRUCTION PLAN FOR: LocAnoN: 16' S /oF C.L. BRITTANY & 24' E /oF C.L. SwXGNY HORIZONTAL 1 °30 DATE BY: -__ BY: T.r� �r m �j r �y 5690-G RECORDED FRON COUNTY of SAN DIEGO /�� f�� R.L.A. No. 2348 DATE: DATA: �y �7 1 1� 1 l� ELEVAnoN: 2a1.15 VERTICAL N/A i DATUM: MSL DATE LANDSCAPE ARCHITECTS EXP. 3/31/99 TM NO. 98-94 1 1 SHEET i2,: OF [_. co it 7 . .. ... ...... ...... ............. ..... . ....... . . ............. Al.... . ...... v .... . ..... -A j ...... HICPH TH EME WALL TYP. (SEE otTAL ON SHEET 14) ..... ..... . .... . . .... . . . . ..... ........ ♦ ii . ... ..... ..... . ......... 7 10 - - - -------- V11 Ni SEE SHEET 14 FOR THEME WALL DETAIL NOTE FINAL FENCE AND WALL MATERIALS TO BE REVIEWED AND APPROVED BY THE PLANNING DEPARTMENT PRIOR TO CONSTRUCTION. ... . ..... . .. N .... . ..... 1,,�A T6 HL NE \ "Et 1-4 J A. i . ..... . . . ........ .... ........ x 50LIO AALJ- (MAWNR'Y' OR A00.9 AL.7"ZFF.NA.TTVff) 416H THEME WALL Y, 5 VIEX JFENCE (TUBULAR BLACK 5TEEL) ly le PILA5TER X� v VI&V YtALL (WL10 SA5E {KITH TOP 112 ALTERNATIVES 04, F- 0, 15' 30' 60' IFID ADL L l-'I'L PLANNING ALL ALLL ASSOCIATES ■SEL-L L A N D P L A IN N I N G LANDSCAPE ARCHITECTURE 5315 AVENIDA ENCINAS SUITE 230 CARLSBAD, CA. 92008 (7 6 0) 9 31- 8 6 3 7 FA X: (7 6 0) 9 31- 2 6 4 5 DATE: 2/11/99 JOB NO: 016014 SCALE: V = 50' DRAWN BY: A.5.R.A;I.,J.(5. REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE COMMUNITY DEVELOPMENT UL�,IUNLU UT LJ1C. �,MLA,.KLU LST APPROVALS CITY OF ENCINITAS ENGINEERING DEPARTMENT ENT DR AWING NO. A.S.R./D.J.G. AUKAWND S.R7 J 1 D. L. DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174-1969 LOCATION: 16- S/OF C.L BRITTANY & 24' E/OF C.L. SAXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL 1 "=30' VERTICAL N/A DATE PLANS PREPARED UNDER SUPERVISION OF DATE I * IM&V)( LA PJ4WA) R.L.A. NO. 2348 LANDSCAPE ARCHITECT EXP. 3/31/99 'RECOMMENDED APPROVED BY: /V BY: DATE: DATE: CONSTRUCTION PLAN FOR: WESTRIDGE TM NO. 98-94 5690-G SHEET 15 OF 14 cn cn ■ REVISIONS /61$ 51, Rollo FINAL FENCE AND WALL MATERIALS TO BE REVIEWED AND APPROVED BY THE PLANNING DEPARTMENT PRIOR TO CONSTRUCTION- CHARDONNAY SOUTHERN LEDGESTONE WALL AND CAP. (CULTURE STONE CSV-2054). Q 8% 8% 16" CONCRETE BLOCK WALL EXPANSION JOINT WITH JOINT SEALANT. SIDEWALK (COLOR & FINISH PER APPROVAL OF PLANNING DEPARTMENT). COMPACTED SUBGRADE e* 3" DRAIN LINE IN GRAVEL BED. (2) FINISH GRADE. (AA46x1D,!FD BACgF-11-1) WATER PROOF MEMBRANE VERTICLE #4 BARS @ 32" O.C. #4 BARS @ 32" O.C. # 4 BARS, TOTAL 4 @ SLOPE PER CRAv1&4:f7-,PZAA1 I I III ICI =I 1 4 4 <7 r4 41 I I b c'--) 0 °a 4 4 4� A III =III -III '' 2" 11=1 I 9 —III 5 =1 1 1- 111=111=11 Ei I I- -4" ( ) THEME RETAINING WALL 24" MAX 3" 8 ............. ........ ... 7 . ......... ...... APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174-1969 LOCATION: 16' S/OF C.L BRITTANY & 24' E/OF CL SAXONY HORIZONTAL 1 "=30' RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 VERTICAL N/A DATUM: MSL COMMUNITY DEVELOPMENT DATE 0' 15' 30' 60' By DESIGNED �DRAWN BY DATE: CHECKED BY APPROVALS A.S.R./D.J.G. S D.J.G. J THEME WALL N.T.5. PLANS PREPARED UNDER —04MOWf 4hjV,0AAj LANDSCAPE ARCHITECT SUPERVISION OF DATE R.L.A. No. _2348 EXP. 3/31/99 RECOMMENDED BY: AIA APPROVED BY: U/A 1 1: DATE: STAINED coNcRETE PAVIN&,' (PATERN AND DOLOR PER DRAWN BY: 6o)Gz 4F,-ZO VA I ENGINEERING DEPARTMENT DRAWING NO. CONSTRUCTION PLAN FOR: THE APFFPOVAL OF TH ATM PLANNIN6 DEPARTMENTf WESTRIDGE 5690-G TIM NO.98-94 1 ISHEET 14 OFI4 TO SiFOISCIIAR,�6,2 r6 5'rg-�6-r VIA sFc'7' --,PEA �v AA/ ....... ...... -10eW -7AIAIS �5 .46,L VAIA5R,91 /'/0 W456pgr'66 V� -,- 7': Exp*W�ION • JOItjT (Typ) x '7 MALL MAWNR)' CR. n to e MRMTIVEt /7 sE Date 'y Pit 'H&-fff AALL L. IF 0 .............................. ........... 4 ................... ..... .................. . ............... ......... . — NCE ........................ ADL L BLACK 57EEL) . .... . ...... . PLANNING -LAL ALL 4 ASSOCIATES % L A N 0 P L A N N IN G Al < LANDSCAPE ARCHITECTURE P ...... 5315 AVENIDA ENCINAS SUITE 230 . . ..... ............. < CARLSBAD, CA. 92008 ..... ...... 1 A J . .... ) (7 6 0) 9 3 1 8 6 3 7 FAX: (7 6 0)931- 2645 ............. ........ ... 7 . ......... ...... APPROVED DATE REFERENCES DATE BENCH MARK SCALE DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174-1969 LOCATION: 16' S/OF C.L BRITTANY & 24' E/OF CL SAXONY HORIZONTAL 1 "=30' RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 VERTICAL N/A DATUM: MSL COMMUNITY DEVELOPMENT DATE 0' 15' 30' 60' By DESIGNED �DRAWN BY DATE: CHECKED BY APPROVALS A.S.R./D.J.G. S D.J.G. J I A.S.R./D.J.G. I A.D.L. PLANS PREPARED UNDER —04MOWf 4hjV,0AAj LANDSCAPE ARCHITECT SUPERVISION OF DATE R.L.A. No. _2348 EXP. 3/31/99 RECOMMENDED BY: AIA APPROVED BY: U/A 1 1: DATE: 0' 15' 30' 60' DATE: JOB NO: .......... ...... SCALE: DRAWN BY: CITY OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. CONSTRUCTION PLAN FOR: WESTRIDGE 5690-G TIM NO.98-94 1 ISHEET 14 OFI4 rn m Q 0 Q c� 0 0 a 0 0 i m GENERAL NO TES (FIRE 1. INSTALL "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTERLINE ON HYDRANT SIDE. 2. IMPORTANT - WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED AS DIRECTED BY THE ENCINITAS FIRE DEPARTMENT PRIOR TO CONSTRUCTION WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION (619) 633 -2820. J. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS ON SITE WATER AND SEWER SYSTEMS SHALL SATISFACTORILY PASS ALL REQUIRED TESTS AND BE CONNECTED TO THE PUBLIC WATER AND SEWER SYSTEMS. IN ADDITONAL, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE ADEQUATE, PERMANENT ACCESS GOT EMERGENCY VEHICLES. THE FINAL LIFT OF ASPHALT SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION ACTIVITY HAS BEEN SUBSTANTIALLY COMPLETED TO THE SATISFACTION OF THE CITY. 4. LOCATON AND SIZE OF WATER SERVCE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS 5. ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT TO FIRE DEPARTMENT STANDARDS 6. ALL TWO -WAY TRAFFIC AISLES SHALL BE A MINIMUM OF 24 FEET WIDE, AND EMERGENCY ACCESS .SHALL BE PROVIDED AND MAINTAINED FREE AND CLEAR A MINIMUM OF 24 FEET WIDE AT ALL TMES DURING CONSTRUCTION IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS. 7 ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET FRON77NG THE STRUCTURE WHERE STRUCTURES ARE LOCATED OFF A ROADWAY ON LONG DRIVEWAYS, A MONUMENT SHALL BE PLACED AT THE ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN ROADWAY. PERMANENT ADDRESS NUMBERS SHALL BE DISPLAYED ON THIS MONUMENT. MINIMUM FIVE (5) INCH NUMBERS FOR RESIDENTIAL AND EIGHT (8) INCH MINIMUM FOR COMMERCIAL. 8. GATES: ALL AUTOMATIC GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. GATES ACCESSING MORE 77-IAN THREE (3) RESIDENCES OR RESIDENTAL LOTS SHALL ALSO BE EQUIPPED WITH APPROVED EMERGENCY TRAFFIC CONTROL ACTIVATNG STROBE SENSOR(S), WHICH WILL AC77VATE THE GATE ON THE APPROACH OF EMERGENCY APPARATUS ALL AUTOMATED GATES MUST MEET FIRE DEPARTMENT POLICIES DEEMED NECESSARY BY THE FIRE CHIEF FOR RAPID RELIABLE ACCESS. 9. AUTOMATC FIRE SPRINKLER SYSTEM - AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13D, THE MOST CURRENT EDITON SHALL BE USED (WITH SOME EXCEPTIONS AS NOTED BELOW), AND THE ENCINITAS FIRE DEPARTMENT POLICIES DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO PERMIT ISSUANCE. 1. PURSUANT TO PROJECT CONDITIONS OF APPROVAL AND MUNICIPAL CODE SECTION JO. 16.01O.C5, TWENTY FIVE PERCENT OF THE LOTS WITHIN THE SUBDIVISION ARE PERMITTED A REDUCTON TO THE 25 -FOOT FRONT YARD SETBACK REQUIREMENT. FOR THE R -3 ZONE HOWEVER, NO STREET SETBACK TO THE GARAGES SHALL BE LESS THAN 20 FEET FOR FRONT ENTRY GARAGES AND 15 FEET FOR SIDE ENTRY GARAGES 2. COLORS AND MATERIALS OF RETAINING WALLS PER LANDSCAPE PLANS. J. DETAILS AND COLORS OF DECORATIVE STAMPED CONCRETE PER LANDSCAPE PLANS 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT -OF -WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF STOP WORK NOTCE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE IS 2. ALL UTILITY SERVICES ARE TO BE INSTALLED UNDER GROUND. J. ALL RESIDENTIAL AREA DRAIN PIPE TO BE 4" UNLESS OTHERWISE NOTED AND SHALL BE PLACED AT A MINIMUM SLOPE OF 1.07. 4. BALCONIES SHOWN ARE DEPICTED GRAPHICALLY ONLY REFER TO ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS. 5. GARAGE FINISHED FLOOR ELEVATION EQUAL PAD ELEVATION UNLESS OTHERWISE NOTED. 6. THE PURPOSE OF THESE PLANS IS TO ASSIST IN THE OBTAINING OF A BUILDING PERMIT FOR EACH LOT SHOWN. THE VOLUME OF EARTH MOVED PER LOT IN THE CREATION OF DRAINAGE SWALES SHOWN IS BELOW THE MAXIMUM ALLOWABLE PER CITY OF ENCINITAS GRADING ORDINANCE, THEREFORE NO GRADING PERMIT IS REQUIRED. 7. ALL DRIVEWAYS TO BE PAVED PROIR TO FINAL OCCUPANCY. 8. ALL ROUGH GRADING, RETAINING WALLS AND STREET SURFACE IMPROVEMENTS PER CITY DWG. No. 5690 -G. REFERENCE PLANS 5690 -1 IMPROVEMENT PLANS - WESTRIDGE 5690 -G GRADING PLANS - WESTRIDGE EXISTING TWO D -27 3" OUTLET PIPES PER DWG 5690 -G U z 0 U INSTALL 12x 12 Q CONC. CLEAN OUT FORM BOTTOM Tq MATCH INVERTS OF U D -27s 4" PVC PER PLAN I TOE OF SLOPE PER GRADING PLAN I I DETAIL "A" N. T S. COVERAGE TABLE LOT# PLAN# LOT COVERAGE IMPERVIOUS S ARFEAACE 4 3 15.4% 3840 SF 5 4 12.0% 5870 SF 6 5 12.27 5029 SF 7 5 12.9% 6245 SF 8 2 24.27 7012 SF 9 3 11.1% 5781 SF 10 4F 21.27 3910 SF 11 5 18.67 6340 SF 12 6 18.77 7755 SF 13 3 73.4% 5965 SF 14 5 17.77 6726 SF 15 6 23.7% 7525 SF 16 4F 16.07 4899 SF 17 3 14.1% 5079 SF 18 5 15.07 5646 SF SHEET INDEX 1 TITLE SHEET 2 -4 LOTS LEGEND OF ABBREVIATIONS PCR POINT OF CURB RETURN TC TOP OF CURB GB GRADE BREAK BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PVT POINT OF INTERSECTION BC BEGIN CURVE EC END CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE ST STREET RT RIGHT LT LEFT TW TOP OF WALL BW BOTTOM OF WALL RP RADIUS POINT N.T.S. NOT TO SCALE CTB CEMENT TREATED BASE MVC MODIFIED VERTICAL CURVE OPT OPTIONAL KEY MAP SCALE.- 1 " =200' BOUNDARY LOT LINE ROW CURB SHEET NO F LEUCADIA \ LEUCADIA BLVD. -HOLLOW \ RIVE Encinitas Ranch \ u PACIFIC OCEAN T � E ENCINITAS \\ Ir 65' -8" 53' -4" 10 V 10 62' -6» ol I I I I PLAN 2 ° PLAN 3 PLAN 4 I rn I 67' -6" lo ol 58' -6» 62' -6" PLAN 5 0 ro PLAN 6 0 I PLAN 4F i� BUILDING OVERALL DIMENSIONS DIMENSIONS SHOWN ARE FROM ARCHITECTURAL FLOOR PLAN PROVIDED BY WILLIAM HEZMALHALCH ARCHITECTS, INC. PLAN 3, PLAN 4 AND PLAN 5 LAST REVISED 718198, PLAN 6 LAST REVISED 9122198 AND PLAN 2 NO REVISIONS. THE SLAB DIMENSION MAY DIFFER, THE APPROVED ARCHITECTURAL PLANS SHOULD BE REFERRED TO FOR CONSTRUCTION. \\1N 11 SITE VICINITY MAP MSTA 0 LEGEND ITEM SYMBOL LOT NUMBER BUILDING TYPE PAD ELEVATION FINISHED FLOOR ELEVATION SUBDIVISION BOUNDARY LOT LINES, R/W PROPOSED SPOT ELEVATIONS EARTHEN SCALE FIRE HYDRANT LOWER GARAGE FINISH FLOOR RETAINING WALL BACK WATER SERVICE VALVE DEEPENED FOOTING INSTALL 12x12 CONC. CLEAN OUT FORM BOTTOM TO MATCH INVERTS OF D -27's PER DWG No. 5690 -G PER DETAIL "A" NDS 6" SPEE -D CATCH BASIN INLET /OUTLET CONFIGURATION AS NEEDED OR EQUAL 10 4R -D 100 FF =265.4 77,2 NTS REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. LOCATION:ON. 1fi S /OF C.LEBRIITANY & Y4'OE /OF C.L. AXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL 1 » =20' VERTICAL N A THESE PLANS ARE TECHNICAL IN NATURE AND ARE PERFORM THEIR BE USED WORK INBCONFORMITY WITH RLOCAL LAWS AND GOOD ENGINEERING PRACTICES THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. HUNSAKER & ASSOCIATES, INC 10179 H92121KE(619) 1558545OO/EGQ CA Z 9 RECD NDED: APP 0 D: BY. Z//� Y DATE: 79- 99 DATE.- O CENTEX HOMES INC. RELEASED FOR CONSTRUCTION a� WESTRIDGE CRESTVIEW LOTS 4 -18 INC L. TM N0.98 -094 5690 -G -2A SHEET 1 OF 4 SNEer YOq%El� A.9�99 10.7 -99 R DND L. MARTIN RCE 48670 DATE NAME: DATE c,,, o.\ nn97t nnF70n GENERAL NO TES (FIRE 1. INSTALL "BLUE DOT" REFLECTIVE FIRE HYDRANT MARKERS 4" TO 6" FROM CENTERLINE ON HYDRANT SIDE. 2 IMPORTANT - WHERE UNDERGROUND WATER MAINS ARE TO BE PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE WITH HYDRANT(S) LOCATED AS DIRECTED BY THE ENCINITAS FIRE DEPARTMENT PRIOR TO CONSTRUCTION WORK. FOR ANY QUESTIONS, CALL FIRE PREVENTION (619) 633 -2820. J. PRIOR TO DELIVERY OF COMBUSTIBLE BUILDING MATERIALS ON SITE, WATER AND SEWER SYSTEMS SHALL SATISFACTORILY PASS ALL REQUIRED TESTS AND BE CONNECTED TO THE PUBLIC WATER AND SEWER SYSTEMS IN ADDITIONAL, THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE ADEQUATE, PERMANENT ACCESS GOT EMERGENCY VEHICLES. THE FINAL LIFT OF ASPHALT SHALL NOT BE INSTALLED UNTIL ALL OTHER CONSTRUCTION ACT7WTY HAS BEEN SUBSTANTIALLY COMPLETED TO THE SA77SFAC77ON OF THE CITY. 4. LOCA77ON AND SIZE OF WATER SERVICE UNDERGROUND SHALL BE INSTALLED AS SHOWN ON APPROVED FIRE SPRINKLER PLANS 5. ALL DESIGNATED EMERGENCY ACCESS ROADS SHALL BE POSTED PURSUANT TO FIRE DEPARTMENT STANDARDS. 6. ALL TWO -WAY TRAFFIC AISLES SHALL BE A MINIMUM OF 24 FEET WIDE, AND EMERGENCY ACCESS SHALL BE PROVIDED AND MAINTAINED FREE AND CLEAR A MINIMUM OF 24 FEET WDE AT ALL 77MES DURING CONSTRUC7ON IN ACCORDANCE WITH FIRE DEPARTMENT REQUIREMENTS 7 ADDRESS NUMBERS SHALL BE CLEARLY VISIBLE FROM THE STREET F,?ON77NG 774E STRUCTURE. WHERE STRUCTURES ARE LOCATED OFF A ROADWAY ON LONG DRIVEWAYS, A MONUMENT SHALL BE PLACED AT THE ENTRANCE WHERE THE DRIVEWAY INTERSECTS THE MAIN ROADWAY. PERMANENT ADDRESS NUMBERS SHALL BE DISPLAYED ON THIS MONUMENT. MINIMUM FIVE (5) INCH NUMBERS FOR RESIDEN7AL AND EIGHT (8) INCH MINIMUM FOR COMMERCIAL. 8. GATES. • ALL AUTOMA7C GATES ACROSS FIRE ACCESS ROADWAYS SHALL BE EQUIPPED WITH APPROVED EMERGENCY KEY OPERATED SWITCHES OVERRIDING ALL COMMAND FUNCTIONS AND OPENING THE GATE. GATES ACCESSING MORE THAN THREE (3) RESIDENCES OR RESIDEN7AL LOTS SHALL ALSO BE EQUIPPED WITH APPROVED EMERGENCY TRAFFIC CONTROL ACTIVATING STROBE SENSOR(S), WHICH WILL ACTIVATE 774E GATE ON 774E APPROACH OF EMERGENCY APPARATUS. ALL AUTOMATED GATES MUST MEET FIRE DEPARTMENT POLICIES DEEMED NECESSARY BY THE FIRE CHIEF FOR RAPID RELIABLE ACCESS. 9. AUTOMA7C FIRE SPRINKLER SYSTEM - AN AUTOMATIC FIRE SPRINKLER SYSTEM SHALL BE INSTALLED AS PER N.F.P.A. 13D, THE MOST CURRENT EDIT70N SHALL BE USED (WITH SOME EXCEP77ONS AS NOTED BELOW), AND THE ENCINITAS FIRE DEPARTMENT POLICIES. DETAILED SPRINKLER PLANS SHALL BE SUBMITTED TO THE FIRE PREVENTION BUREAU FOR APPROVAL PRIOR TO PERMIT ISSUANCE. GENERAL NOTES (PLANNING): 1. PURSUANT TO PROJECT CONDIT70NS OF APPROVAL AND MUNICIPAL CODE SECTION JO. 16.010. C5, TWENTY FIVE PERCENT OF THE LOTS WITHIN 774E SUBDIVISION ARE PERMITTED A REDUCT70N TO 774E 25 -FOOT FRONT YARD SE7BACK REQUIREMENT. FOR THE R -3 ZONE HOWEVER, NO STREET SETBACK TO THE GARAGES SHALL BE LESS 774AN 20 FEET FOR FRONT ENTRY GARAGES AND 15 FEET FOR SIDE EN77RY GARAGES 2. COLORS AND MATERIALS OF RETAINING WALLS PER LANDSCAPE PLANS J. DETAILS AND COLORS OF DECORATIVE STAMPED CONCRETE PER LANDSCAPE PLANS 1. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF -WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS /HER PROPERTY LINE lS 2. ALL UTILITY SERVICES ARE TO BE INSTALLED UNDER GROUND. 3. ALL RESIDENTIAL AREA DRAIN PIPE TO BE 4" UNLESS OTHERWISE NOTED AND SHALL BE PLACED AT A MINIMUM SLOPE OF 1.09 4. BALCONIES SHOWN ARE DEPICTED GRAPHICALLY ONLY REFER TO ARCHITECTURAL PLANS FOR ACTUAL DIMENSIONS. 5. GARAGE FINISHED FLOOR ELEVATION EQUAL PAD ELEVATION UNLESS OTHERWISE NOTED. 6. THE PURPOSE OF THESE PLANS IS TO ASSIST IN THE OBTAINING OF A BUILDING PERMIT FOR EACH LOT SHOWN. THE VOLUME OF EARTH MOVED PER LOT IN THE CREATION OF DRAINAGE SWALES SHOWN IS BELOW THE MAXIMUM ALLOWABLE PER CITY OF ENCINITAS GRADING ORDINANCE, THEREFORE NO GRADING PERMIT IS REQUIRED. 7 ALL DRIVEWAYS TO BE PAVED PROIR TO FINAL OCCUPANCY. 8. ALL ROUGH GRADING, RETAINING WALLS AND STREET SURFACE IMPROVEMENTS PER CITY DWG. No. 5690 -G. REFERENCE PLANS 5690 -1 IMPROVEMENT PLANS - WESTRIDGE 5690 -G GRADING PLANS - WESTRIDGE EXISTING TWO D -27 3" OUTLET PIPES PER DWG 5690 -G U Ci 2 U PLOT 1,1�il�f►yllYl:.11�l�� lJI7 Y INSTALL 12x 12 Q CONC, CLEAN OUT FORM 'S BOTTOM TT MATCH INVERTS OF U D -27 s 4" PVC PER i PLAN I TOE OF SLOPE PER GRADING PLAN I DETAIL "A" N. T S. CO VERAGE TABLE LOT# PLAN# LOT COVERAGE IMPERVIOUS S ARFEAACE 4 3 15.49' 3840 SF 5 4 12.09' 5870 SF 6 5 12.2% 5029 SF 7 5 12.99 6245 SF 8 2 24.29 7012 SF 9 3 11.19 5781 SF 10 4F 21.29 3910 SF 11 5 18.69 6340 SF 12 6 18.79 7755 SF 13 3 13.49 5965 SF 14 5 17.79 6726 SF 15 6 23.79 7525 SF 16 4F 16.09 4899 SF 17 3 14.19 5079 SF 18 5 15.09 5646 SF SHEET INDEX 1 TITLE SHEET 2 -4 LOTS LEGEND OF ABBREVIATIONS PCR POINT OF CURB RETURN TIC TOP OF CURB GB GRADE BREAK BVC BEGIN VERTICAL CURVE EVC END VERTICAL CURVE PVl POINT OF INTERSECTION BC BEGIN CURVE EC END CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE ST STREET RT RIGHT LT LEFT TW TOP OF WALL BW BOTTOM OF WALL RP RADIUS POINT N.T.S. NOT TO SCALE CTB CEMENT TREATED BASE MVC MODIFIED VERTICAL CURVE OPT OPTIONAL KEY MAP SCALE: 1 " =200' BOUNDARY �- LOT LINE ROW CURB SHEET NO F LEUCADIA \ LEUCADIA DLV OLLOW I J IVE Z Encinitas Ranch \ 0 PACIFIC OCEAN r 0 �J a � v EN 1A ENCINITAS \\ �1 SITE 65' -8" 53' -4„ 62' -6„ 10 ol I I I I � PLAN 2 a PLAN 3 FDTAN 4 I rn I 67' -6" 58' -6" 62' -6" PLAN 5 0 ro PLAN 6 0 I PLAN 4F N BUILDING OVERALL DIMENSIONS DIMENSIONS SHOWN ARE FROM ARCHITECTURAL FLOOR PLAN PROVIDED BY WILLIAM HEZMALHALCH ARCHITECTS, INC. PLAN 3, PLAN 4 AND PLAN 5 LAST REVISED 718198, PLAN 6 LAST REVISED 9122198 AND PLAN 2 NO REVISIONS. THE SLAB DIMENSION MAY DIFFER, THE APPROVED ARCHITECTURAL PLANS SHOULD BE REFERRED TO FOR CONSTRUCTION. VICINITY MAP VISTA l NTS LEGEND ITEM SYMBOL LOT NUMBER BUILDING TYPE PAD ELEVATION FINISHED FLOOR ELEVATION SUBDIVISION BOUNDARY LOT LINES, R/W PROPOSED SPOT ELEVATIONS EARTHEN SWALE FIRE HYDRANT LOWER GARAGE FINISH FLOOR RETAINING WALL BACK WATER SERVICE VALVE DEEPENED FOOTING INSTALL 12x 12 CONC. CLEAN OUT FORM BOTTOM TO MATCH INVERTS OF D -27's PER DWG No. 5690 -G PER DETAIL ';4" NDS 6" SPEE -D CATCH BASIN INLET /OUTLET CONFIGURATION AS NEEDED OR EQUAL PVC CLEANOUT PER S.D.R.SDWG. No. S -7 CAST IRON CAP TO LABELED "STORM" OR "STORM DRAIN". 10 4R -D 100 FF =265.4 7.72 F� fb 16' 29 r 1 '--CONC. DRIVEWAY ELEVATIONS PER PLAN SECTION A -A N.T.S. 1 CONC. CURB REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. DESCRIPTION: S. S /OF C.L. GINNER' & 24�OE /OF C.L9SAXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL 7 "-20' VERTICAL N A THESE PLANS ARE TECHNICAL IN NATURE AND ARE PERFORM THEIR WORKDNBCONFORMEN N ORDER LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. HUNSAKER & ASSOCIATES, INC 10179 HUFAINEKE S DRIVE, SAN DIEGO, CA /o 0 RECOMMENDED: APPROVED: l'" 7 BY. �` BY. DATE. w-2o- yp DATE. CENTEX HOMES, INC. RELEASED FOR CONSTRUCTION db p WESTRIDGE CRESTVIEW LOTS 4 -18 INCL; TM NO.98 -094 5690 -G -2A Z ,Z_6_4 KC OR4vN�iE lo7s q w II /V► I/2 d SFi6E r eF 4 I -25 -oo ADDED SHEET 1A � 9/16/99 REVISED LEGEND 9/16/99 ISHEETlAOF 4 ADDED SECTION A -A 191161991 RAY D L. MARTIN RCE 48670 DATE NAME: D TE Files nnme- P nn57 \nn.57Pnnl T i rn °' o rn WIN _u W rn m m m Q N C 7 m 3 a N O O a 0 0 0 333. 0 10.00' BLUE HERON AVENUE _C) 2 3.60' S "F5 111.9 ' 340 w I 3 2 ZN 1.07 MIN - 1.0% MINA TS 9 \ I 20.7' g 6 .4, 3g� FTG 4C I UBLIC 20' SEWER EASEMENT WITH BALCONY �N ' ER FINAL MAP 4 F.F. EL.-335.7 ; 343.0 1 5 Fs 8 F.F. EL. =343.7 335.0 GAR #.F. ED l EL. =342.5 STANDARD PLAN W/ BALCONY I\ I N I FS3 ------ - - - --� / 16.0' 3 6 w 3g2. 2 4 � I � Ir Al r _ r t x 'v t 45.2' I / 29'\PF A•��' ,EA9E / / \Y 5' WIDE ACCESS 2' / EA EMENT 226.00' / 1.0% - / 367.6 o I I HP 18 � 368.0 368.0 Co yti' FL ' ?� OF� / F.F. EL.=368.7 ti°,� / --- i �;��:,v ?2J/ x F OQ / p 1� ti co 5A W /FLAT 0 / ? kQ, W /BALCONY o �pOs;�yO p0 W/WfT BAR OIG pp �p O R FINA �� /, { \`_ 365i2FL �O ��O pwp p4� � I � / I I / I 400p 0 i I I I I I I I 00 A V 3S � �334.8 p v os F 3 GQ �\ A � t A �/ � / / / I- l \ v 21.00 7 6 _ p N / V I6 FS 6�� - _ s 330.9 �� 1 1F�40 �� % 35'y V�)V 2'7 \ ` \-S - G E NERAL UTILITY AND ROAD_- �. ' ` 50' FUEL MODIFICATION ZONE A �� 209 ' 20'VC �� - - IRRIGATED LANDSCAPING k So.�� '/ P/ ��F� EASEMENT PER FINAL MAP ' \ J -NO COMBUSTIBLE STRUCTURES \ 3 ?o CONC. CURB 82f�fP 175.75' \ \ .\ 3' G.U.E. PER FINAL P I 258.55' \\ MAP No. 13778 14.0% \ CONC. CURB .� 'J \, I 331. TC - - -- ._ .. - - - -- -- - - -- -- - -- - - - - - -- - -- -.. - - -- - - -- �, \.. 40 -- 330.2 L \ I \ 9� I - -- -- �/ 337:6 9I \ 334 Q Q IQ 25' FUEL MODIFICATION ZONE \ / \ / 334.SFL - SELECTIVE TRIMMING TO 18" \ / -CLEAR DEAD BRUSH /\z' 6 ' 3 �4.8 335 v� 3 / v \ 05 f o SEE f 3' G U E FINAL I� I� V MAP N 13778 \� i \ \ \ �✓ \ / I �, \ .. � , 338.0 F.F. EL. =338.7 � o , \ 16.0 2>� � I STANDARD PLAN 338.OTCO `\ W % 33 WET BAR 7.OFL \`\ 17J \ 17 SS��S 3HP 20' WATER EASEMENT TO OMWD PER DOC. F RECORDED --- - - - - -- �° \ cu i \ \ F\ n \\ \� P fi - -7 TT - - �- - N �- - �257.64'� fi - ,� -�- -- s fi w l U A N 89 °3337 "W 360.39' ,A \ of zz w NO. 48670 \ V V X EXP. 6/30/00 i J' P Ml \ } of CA0 V -SEE 'SHEET :3wV REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. THESE PLANS ARE TECHNICAL IN NATURE AND ARE HUNSAKER & ASSOCIATES, INC - RECOMMENDED: APPROVED-,- CENTEX HOMES, INC. WE S T R I D G E DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 PRODUCED TO BE USED BY WORKMEN IN ORDER TO 10179 HUENNEKENS DRIVE, SAN DIEGO, CA RELEASED FOR CONSTRUCTION 5690 -G -2A LOCATION: 16' S /OF C.L. BRDTANY & 24' E /Of C.L SAXONY HORIZONTAL 1' 0 PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS 92121 (619) 558 -4500 BY. -4 BY CRESTVIEW RECORDED FROM: COUNTY OF SAN DIEGO AND GOOD ENGINEERING PRACTICES. THEY DO NOT ELEVATION: 241.15 VERTICAL NIA ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM / 4-30-11 LOTS 4 -18 INCL. / WITHIN THE HOUSE AND LOT. THESE PLANS SHOULD ' ` /�'� to L y !r DATE. �� ?9 i DATE. SHEET VOIDED /0.7 -99 DATUM: MSL NOT BE RELIED UPON FOR THOSE PURPOSES. R oND L. MARTIN RCE 48670 DATE NAME: DATE TM NO.98 -094 SHEET 2 OF c'/_ ........... b.\ nns7\ nns70n BLUE HERON AVENUE _ . 5 u\, 5' WIDE ACCESS EASEMENT 22 _ - M 2 3.60' _ �� _ - 111.98' - �`,.� \ \ REC_ -- -- DO No. _ `` _ --M - - - -- 226.00' - - 340 �s - - - - - - - O - - - - - jj - Vx \ \ I _ , „ v 0% o II I I I 367, 6 - 1 v 332.2FL � � �pF • • b _ _ N - - 1.07 MIN 1.07 MIN 'n I I I 48.9' / i • I IQ n ' �'' i - 367.8 00 20.7' HP g 3g2 x t l 4c 6q.4 ago �rG ^% " ' I Il 18 33 UBLIC 20' SEWER EASEMENT 3 3 ER FINAL MAP �* 3 CO 373 9/ __�j 333.0 wires BALCONY 3 4 I I 368.0 3ss.o 33�8� F.F. EL. = 335.7 " ,3333 �s� 343.0 �� ._.rv_ � F '� �� F. F. EL =368.7 FL �4, \ l No 3 I O J j 5 �� s FF. v, =343.7 45.2' �,- - 5A \�� `v� / T i o x I a 0� o N 335.0 p • p F2 3 GAR. F F' 3CR �e 1 © g2 2 .L y I W /FLAT "i B C� ti0 1 EL =343.o _ 1.7' 1 W /BALCONY ti� 0 %`' 0 O 0 4.8rc STANDARD P N W/ BALCONY �w "� f ` f . ` ^ Q A o W /WET BAR sE sEC o� J� / 9.9P� \ G I ^° 1 I SH 2 C -C �0J 6 10.00' h F� 3¢ 0 2Q`'' PRIVAT DRAINAGE v , 1: I c 136 •8 I 010 O� �O O �V `so. S✓LYaIENT R FIAL�MAP chiI` �0 6 6y.2FL D0 4v04� 1s.o' 3 X61 � 3 4 O 0 � 14.00' 3 70.2' N Vv FL I z � u 66. o sag q0 'fl \`' 3sa \ �4. p 3 8 a� \ c �9 6 3 , 55 0 I C \ Z 5 K r 2+3 5 3 G 33� 3'�5 �f I F�' G IE \ 31 _ L I 30' G NERAL UTILITY AND 'OAD 50' FUEL MODIFICATION ZONE k91 L cP 7.2 % Go -NO COMBUSTIBLE STRUCTURES `TO' \ CONC. CURB 82. r r!^F5 EASE ENT PER FINAL MAP \ szp \ 175.75' I 3' G.U.E. PER FINAL Q- I °- II \� MAIIJTAW 7.2% 2 V.G. 258.55,'„,' I MAP No. 13778 ? IN FLo)%/ LIME T. 14.0% „��i I m, 76'p. 332. TC E CQNC CURB _. ........ .... . ....... ........ ........ __..... .... _..��..- qG I _ n \ / ` - "`�` � `` ryj kL•� 'hyy� � O ........... /�.yr ��• - -� - - -- \ J 3 I � I v llx 3.37.6 1 9I 25' FUEL MODIFICATION ZONE \ \�/ / ' \ `,t \ +�4jV / 7. 1 TG pl - SELECTIVE TRIMMING TO 18" \ \ / /r dfl 3�� 334.5FL \ -CLEAR DEAD BRUSH J.. 3 \�35 SHEET \ ' 3' G.U.E. ER FINAL \ \ I I SEE _>Z / \ 3 6 \ I 6 \ \ MAP N 13778 E ll '336.4 36.8FL F.F. EL, = 338.7 V \ \ \ 16.0 ® \ Il I LL LL 1 \ 34.3' STANDARD PLAN 338.OTC0 3 W ALCONY 337.OFL \ - �33F5 W/IWET BAR 337 ry .8 I I \ nj�1F5 H 20' WATER EASEMENT TO OMWD PER I I \ \ I \ DOC. --- - - - - -° o i Fl RECORDED ----- - - - - -- \t,, qqr N N \ 7 -7 7 � fi - �257.64'fi -- LLJ t �y t t U w 16" N 89'3337 "W 360.39' \. " 8. W 28" y � J i v VARIES o {ty 2:1 MAX i�� d JI 4„ 4" 20" t ,y � 5% PER_~ _ , ---- - - - - -- ° GRADING PLAN 59_PER�= GRADING PLAN N 1 FORM EDGE OF DITCH TO = VARIES A 4" CONC. MOW STRIP i v 2 2:1 MAX VARIES a. , 1 a l 2:1 MAX • �• y `MODIFIED BROW ti� zz `s DITCH PER D -75 TYPE 'A" MOD /PIED TYPE G CURB PER G -2 NO. 48670 m EXP. 6/30/00 SECTION B -B SECTION C -C `'t�. `� "rF�1CAQE N. r.s. N. T.S. SEE SHEET 3 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. THESE PLANS ARE TECHNICAL IN NATURE AND ARE HUNSAKER & ASSOCIATES, INC RECO1Vi ENDED: APPROVED: CENTEX HOMES, INC. DESCRIPTION: S.D. COUNTY ENGINEER'S MON OC 174 -1969 PRODUCED TO BE USED BY WORKMEN IN ORDER TO 10179 HUENNEKENS DRIVE, SAN DIEGO, CA WE S T R I D G E LOCATION: 16' S /OF C.L 8RUTANY & 24' E /OF C.L. SAXONY HORIZONTAL 1 " =20' PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS 92121 (619) 558 -4500 RELEASED FOR CONSTRUCTION 5690 -G -2A AND GOOD ENGINEERING PRACTICES. THEY DO NOT BY. BY.- CRESTVIEW REVISED errs 4,5 +(o Skew 0- .� RECORDED FROM: COUNTY OF SAN DIEGO / - -� ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM LOTS 4 -18 INCL. ADDED SHEET 2A 9116199 ELEVATON: 241.15 VERTICAL _N A 41 DATE. /D -P.a -9 9 DATE /b•Zo- WITHIN THE HOUSE AND LOT THESE PLANS SHOULD o %6 / ADDED SECTION B -B 9 16 99 DATUM: MSL NOT BE RELIED UPON FOR THOSE PURPOSES. RAV ND L. MARTIN RcE 46670 DATE NAME.- DATE TM N0.98 -094 SHEET F 4 w Q E- E- m W 2I OQ m O •r 2 y I 2�>c 2 WWI w� 2Zh Zorn �o�10 r7 O i 0) rn r- 0 rn Fi7a n„mP. P-mn57 \nn52Pn02 .. m m m m v 0 Q Q m 3 m 0 0 0 0 0 - - - A 3a' / 1 36.00' �\ 2S•FO �FpF� ��62�.50�� pZ TIk O /F/ / 86, 00, �'� o�oRir,�igTioN -- o, B�Uti�TO 52.00' - / 3g1• � \�0' \ °----- - - - - -/ // 40.50' \ �`� /.09,M/N�= 30' ALTERNATE FUEL MODIFICATION ZONE 386 /RRF�F4 \ - DROUGHT TOLERANT PLANTS -Np Cgre�o7F7 \ � -FIRE RESISITANT PLANTS 6° C cp�BUSTi CF q%y >o, \ \�\ / 2 610 STQU kdo ro ��\\ \•, � '� � \ � � ti� / / 1.0% MIN tK \ ' \ 6 � � \ / Sp• 0% MIN — v �� V o�F� 21.00' \ ry \�� 21'a'q y 5 p \O / Q gpR \� / /�\ � - -- - - -- _. � vp?) 0 � o �E Q 9.2' 10.8' \ \ qj \ 0° 9u• / 3 6 5 / r 38 s Fs98 6G� PRGPS �5 \�\ \ 7�X \ \ \ \� 3HP 68.6 00 vV : — v v Q�� ' �,�'' G� i �� F 9�G 11 13 �P �� S2 \ h \ 3 68OTG �' F Q 3 0 6 �i� GP 375.2 nj P �G ro 1C FS'¢ 1.09 rn�. �� FS 3795 , - 1.0% MIN - - - _ 378.9 - - - -- -- _ 3 3 co ` \ o \v HP — - - -- �� — A \�A v v\ Ova 392. m 0 1 ppp /NT � 1, \ \ ,%X 16.o' F U Ilk �_ L - - -- —+ -- - If Q1P - _ - PER NC.C. &R. •DRfVEWAY o; v - - - - -- ARYANA DRIVE 17+00, � v 18 +00 \ ---- _ \ op Fi 61 E h I/ v G i v 00�� 54.7' Ji 6 I \ 357.4TG \ \ 355.4 �� r'o 5�G � 55 / \ O x toot- / � 358.7 UD V � / �� ci vi pO�R �� \fig • � � �� // SEE SHEET 4 Ir. �o 4- �� \ / / +\ �' O s '•\ oY'G A 348.9 / \ / \ FL EX. OITC1�` Z m m REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. LOCATION: 16' S.D. %OF C.LEBBRTANY & Y4'GE /OF C.L. 174-1969 Al(ONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL 1 " =20' VERTICAL NIA THESE PLANS ARE TECHNICAL IN NATURE AND ARE PERFORM THEIR WORK IN CONFORMITY WITHRLOCAL LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. HUNSAKER & ASSOCIATES, INC 10179 H9E2N121KE(619) 558 45001EG0, CA RECD NDED: APPRO D: /J„ BY, cU( / /BY' DATE. G�,, � Z9-99 DATE: G '30 U CENTEX HOMES INC. RELEASED FOR CONSTRUCTION WESTRIDGE CRESTVIEW LOTS 4 -18 INCL. TM N0.98 -094 5690 -G -2A sHEET VOIDED /0 -7 -99 SHEET 3 OF 4 EY/SED BUILDING LOCATION LOTS 15 & 16 61101-99 R ONO L. MARTIN RCE 48670 DATE NAME. DATE c:)- ---- 0 Ann97 0147.n \ J64.71EG SEE DETAIL A — — — THIS SHEET , O,o c5 � �• F1 \ o0 / 56 — -� 50 / j �p c= a a \ ?S. 62.50' / i% 36.00'. Q \ ISF�FF�M - -- \c`�R OF TRZMCg ow Q E4p 6 �yG j0 o g6 O DSO 60 \ RUS Tp NF / — — —'�� Lo� 52.00' 3 \ q \_ 40.50' 6gR /' S6$� \ \�'0 J>0 \ �O� _ \NO OM MOp \ 3DROUGHT TOLE NT PLANTS MODIFICATION ZONE / f d \ \ DRAINAGEWIDE EASEMENT // "6�' j680T \° \q BUST/B�e T /O� \ -FIRE RESISITANT PLANTS RECORDED No. - - - - -- / / 6. �� "� Q 0 �� 86 Q o STR� T RF / �5 S / G °PGA FS8 g ^ \�� t 6 2 v n 1.0% MIN 8.7 —► - - /E ° �6 /1-� MIN MIN ^� - ^1.00'0 �5• L ^ 379 ?,� _-_� \e� 6 ' 2/ 383. 6 �e� R' v — \ � s � � �� 10.X8' \ \ �0 39 i T 9.2' ^ P'. 38 7 x66.6 HP / 6 • 3�I j1�'�j� 3532 00 vV v v Q�'�� / �� GG I 8 1 �] 6F� �* 3s6 /FG J�° N /' Z kPF GP� 375. -2 m � 3 �n � 5 �2 F� ao F FS'4 1.09, M/ ~rnCD o �& 375.8 0 ° .51 �F 7 F5 v - 8 T � MIN . m / 1T �� 0 Jg /O 00 4 4.29, QW Q� �x : • y - 3 6.0' V U Lu v O \\ � ; �\ _..._.. _ 11 \ — — - v �� o I �W — - - - S Ay JOINT v _.. I I PER C CS &R.'s1 � i 1 / +OG v 1 �� ° •• \ 16 °o o AR Y44 NA DRI Vim_ - — - - _ 8 +0 � o \ +00 6. I �— M ... ._ .. SF °G' J % \ CONST. CONC. CURB \ \ IF NEEDED o i \ %K 3�P�F FG° V G ° 0 �Z' 54.7'' "V � \ o Nam ��.� FFp -J� 24'x24" CONC. BROOKS �o °5 n r\G J Ix 6" PVC PER PLAN r� CATCH BASIN OR EQUAL CONC. CURB PER �\ t� i �\ ° SECTION C -C SHEET 2 ( \ TG= 367.70 BROW DITCH SECTION B -B SHEET 2 \ 358.OTG i I A rLOT LINE 356.5 FL -- -- - GG . f / . B RE 2" DIA. ljj BOTH SIDE \ 5' 3' S' \ i \ 9 0 8.6 TRANSITION TRANSITION FINISHED SURFACE j v HP PLAN EL. 370± NS \ J °� SEE SHEET 4 fQ o- BORE 2" DIA. HOLE ��. \ \ i / COG y�G BOTH SIDES Q, 'p- % 6o 4L 0" G \ : cSj A \ OY� \ 6" PVC PER PLAN IE 364.7 \ a 51 5 \ \ \ TRANSITION 70, TRANSITION \ \_ SECTION A -A . 3489 v vv DETAIL A FL EX– TC v N.T.S. W Q E_ F F4 00 REVISIONS 2 REFERENCES DATE �^ N NOTICE TO PROSPECTIVE BUYERS v CITY ENGINEERING APPROVALS APPROVED BY: O DRAWING N0. Z e °^ zo� y � „ HORIZONTAL 1 -20' N A VERTICAL �— ti h Z' RECO ENDED: APPROVED: B BY.- DATE. �d- to -f►�% DATE. CENTEX HOMES INC. ' RELEASED FOR CONSTRUCTION WESTRIDGE CRESTVIEW LOTS 4 -18 INC L. TM NO. 98-094 5690 -G -2A o rn ° o z 3: m sax h e W�� ESS /ON � 2Z 2 Y o QR°f �o NOL.Mq� W WWh 9/16/99 SHEET3AOF 4 ?EWSED BUILDING LOCATION LOTS 15 & 16 NO. 48670 m j 2 rn EXP. 6/30/00 _ p REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING N0. OLOCATION:ON: 16 S COUNTY ENGINEER'S /OF C.L BRITTANY & OC 174-1969 C.L. SAXONY RECORDED FROM: COUNTY of SAN DIEGO ELEVATION: 241.15 DATUM: MSL „ HORIZONTAL 1 -20' N A VERTICAL �— THESE PLANS ARE TECHNICAL IN NATURE AND ARE PERFORM THEIR WORK IN CONFORMITY ORDER TO LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. HUNSAKER & ASSOCIATES INC 10179 H92121KE(619) I558S45001EG0, CA y cC 1t 47 yP RECO ENDED: APPROVED: B BY.- DATE. �d- to -f►�% DATE. CENTEX HOMES INC. ' RELEASED FOR CONSTRUCTION WESTRIDGE CRESTVIEW LOTS 4 -18 INC L. TM NO. 98-094 5690 -G -2A o rn ° o z 3: m l ADDED SHEET 3A 9116199 ADDED BROW DITCH & DETAIL A 9/16/99 SHEET3AOF 4 ?EWSED BUILDING LOCATION LOTS 15 & 16 6110/99 RA ND L. MARTIN RCE 48670 DATE NAME. DATE Ffla nnmP R- \Onl;7 \nn97Pon3 m m rn v Q v N c s m 3 v 0 0 a 0 0 i r 0 0 'TC4+ B D o° 7 SEE SHEET 3 k 14 1 0% M1N v 0 �1X5'0 �Q \ Fs SEE SHEET 3 3' G.U.E. PER FINAL v \ \ 4 r c- MAP No. 13778 \ 37 C 1\ F �, 375 \ 'O O ° 01 x��. 1 I III 8 00 I 3 5 L .�� i \ 3 1� %,c� \ 6� •`� m o i M� � 3B A� � I I o 359. 'hp° F.F. EL. =385.7 �. 4. W\4TH GARAGE 2 \ \V A , 35.a' 8 PVC PER Cl G ®SLG / 3� F5 ` �. \ 3� 6 2 \\ \ I 385. DWG No. 5690- 50.b`6� ro — v �� TG \ \ \� I 13 °. A 3 o w cc F. F. LL. 3 79.4 v v 1 I X/ 12'x12" BROOKS BOX INLET ¢ \ \ I I R PER CITY DWG No. 5690 -G 6 10 1 36'6 1 PJ�CR vo. T �, z RAISE wLET 21 ' ° Q 4CFR \ \ -- ,, C 4 5' I W/ Y I 86 � � I 378.7 I 5 5% � F.F. EL . = 35 9.7 �� 224' W /FRONT L AD GARAGE I �� _ 1 z A m m c rz 40.0' z_ W�BALCONY I !1 L �� G 6 5g. 3�8• � I v /N ,� / i // i �g 0 U3 0 CL �5F5 F` - "—v /� - --- 51.----- - - - - -- - - - -- m N I � 6 ' o _ -_ 121.03' � ��G' \ f%/ �` �� /f /il � $• 0 1.07 MIN .� 4q 35 5 HIG PT - - - - - - - - - - 357.9TG o o DRVWYy ��a5 Y' 356.4FL El �0.4 1 I � v ,fig 5h• � � P NP 7 'O ° I o � q � v �`Q � �'�/' /� � �j�i � � / 6ti � � ��j' I I v� �� I 159.0' 11 �' 389. o O p 1 35.4' -- 6 38a s F. F. EL. = 389.7 I �I F.F. EL. = 381.5 F. F. EL. —359.2 o HP 6B I V 2AR I\ 0 Q o s.o' I 9� I o 3A \\ ^Q 1 W /4TH GARAGE ° 6 �� F W % /Wl E ROOM z @SLG �S / W 'o o. IN 0 I P.I o = W J Q U IW- N I BALCONY \ n F5 I \ o I I \ 0 - W/BDR. 6 \ x II =4 = G \V 1 I_386 Z I I 2 °x 12 RO KS 358.5 6 6' I I II 1 5 N• OX I � ER Cl 'S n�5 \ I I 0 WG N . 90 -G �1 61.1' TG �g5• w V �� s2 I �� \ L 0A 3 - _ s� �9°0hF �� \I v a \_ �rn �6� � N a o �- 6 Ll \<b b ��o �. s \ \ 610 _ 3.518 7 _� 1.0% MIS - - - o• ^�`6 59 � I 6• - _ h � " `�� t of N%p460 �. 5� - - -- 14.79' 7 �0., + <= <=T--T<= a - a — — 157.00' __ fi fi — — fi T a T fi C? fi t� fi fi _ fi , fi fi fi fi T\ 64. �'w EXISTING F TYPE 9" DEEP X 12" WIDE 333.7' ^'j/ C.B. PER CITY TYPE 'A" DITCH PER CONNECT 49° PVC TO fi DWG No. 5536 -G D -75 EXISTING STUB PER G 9" DEEP X 12 WIDE TYPE 'A° N 8934'45" W 1245.35' No, 5690 -0-G DITCH PER D -75 W o• w r N0. 48670 Z m 1; EXP. 6/30/00 REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. LOCATION: ION: 1fi S /OFNCL BRIITTAANY & 24'OE /OF C.L. AXONY RECORDED FROM: couNn of SAN DIEGO ELEVATION: 241.15 DATUM: MSL HORIZONTAL 1 " =20' VERTICAL NIA THESE PLANS ARE TECHNICAL IN NATURE AND ARE PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EERY ITEM WITHIN THE HOUSE AND LOT THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. HUNSAKER & ASSOCIATES, INC 10179 H9221121KE(619) DRIVE, 558-4500 /EGO, CA �l � _// � d qQ �eoliL�i9Y ��cGr/`�- G/� /! RECO END D: APPRO D: �\ aY. BY. p� DATE.• 62�- DATE: - p� CENTEX HOMES INC. RELEASED FOR CONSTRUCTION - - WES TRIDGE CRESTVIEW LOTS 4 -18 INCL. TM NO.98 -094 5690 -G -2A SHEET 4 OF 4 SHEET y07DED /a -10 -99 /07 99 RA6#6ND L. MARTIN RCE 48670 DATE NAME: DATE Q o.� nnt7 nns,on ID cy \ \, A A A• `J \ S 14 i 7 \ \ \ v - �L S� / /� / i vv.v _ vv ��Q OQ - SEE SHEET 3 CLI 3' G,U.E PER FINAL 4.7 t Y 1 "� ,I MAP No. 13778 3 \ \. 7 P °a Ld v SEE SHEET 3 Cb / �s �a• �, � ` � � v�, v� _ Apo v 11 '�� } jjG V v 1 r \ P Q I% 2 149.43' 3' ++ cn �s NN tl 0 i I Itil u 1.0% MIN n y =?3 '57 ° R� 38 ES I ro 36SO N ( �'\ \� • �X a I o 80 0 1�Y I /p , 'I 359.0 �377.s v ySv yip ° 4.0' ° /vfi / II $. 376.9FL F. F. EL. =385.7 Z ti �e 2AR 3186 \ .g \\ \6.0' a°s ti�� 3H 3 1 A. � \ � 1 W \47H GARAGE O 2 �� 385.0 35.4' G ®SLG 8° PVC PER CITY N(� ° s6 13 I \ DWC No. 5690 -GII F m 5 N \ - ° � I i ��N6 Q � � • �, 3 o W � ' F. F. �L. = 3 79.4 �� 5 � � ` ',� ''�;\ \ "EET � •e I` � h ° �s8 W 3� 4.0 4. ',, 6 \ EE. PA 12 "x12" BROOKS BOX INLET Tc s 0 1 O \ 316' g 2% ! I _ 27.4' \ I k I PER CITY DWG No. 5690 -G / z ' o. TG \ F RAISE INLET 2.1' 4.0' o' ° 378.7 4CF)GARAGE I /5% 5 i W/ Y I I \ Zo \ �� J 2z. ' W /FRONT LOA I \ >S L F. F. EL . -359.7 Q W /BALCONY I r6;� m m 40.0' $S I I - it a7 wrn 1 A �� g65 1p .9 ' vC v ' � I 5FI j S 3 L \ 10:'m- � / Co O 0 I0 � i67D I ° 1 � 'S F ,, 3'16' �� Mi � � \ - a• � `7 my '� n i \ : Lo O \ _ = Z p �� 3��G �8o O / �i 1 N - v � - -- . - � 0 0 m °er L (_0 -- - - 6 1 - - ` n y $5 / / �f_ 12 3 1.0% MI $p� 4\6" \ g - q o \ 1 0 IN - - - - - - 357.9TG o \ co 3�5' \ t I iy \ 356.4FL N \� �y� / �� / h ^p$� p. �1 Q A) I I � � / y9� �s.o I 1� `•` I I159.0' �TeR. 12 $$5 oF� 11 � 3 78 389.0 �� I 4 y� ° 0. 35.4' °..a• .6�T \ I / -a. 1 SEC ION o ` /2x /Z ,moo -s f„3ox 40 I R I 380.8 v v I 3gV 6 F. F. EL. = 389.7 SEE SH z ✓ r' I 3 4' /NLET PE2 cI ry nwti. , -a° 6 F. F. EL. = 381.5 ° f 29 -- _ 4.0' t H, 0 �1/e. 590 REGtACE F. F. EL. =359.2 IZ w g - ° /A/tET- i*gATE WITH $2 1 2AR 4.0' 4.0' AR C.O. C6VEA? AND RAI5E t� / HP I To Pd0 ELE✓4Tia.J Q A 3I N W /4TH GARAGE 5 F� W WINE ROOM j ��W CONY 35 3F� ®SLG F A Q 0 EN1!;r1A16i '5'"c Ae)e W /BDR. 6 3�7. TG x \ 5e. 3FL 1 3so z I 1 II DWti. A!a 5690 - y 9 0 N c� I 1358.51 �� 11 g��SF� �p� } vv v6° ` � ��oF� lIkk, .3 I _ s1.r �yI �1 5 I \ 88 I p°E�aiS72 c I z .8FG I \ S.OFL 09 ado -- / - - - - - `_ `- OO 2C \_ 0 ��\ \ N _.y y h� SS m w $8 6 �� iy T • Sa. 1 " - V . _ - - -1.0% MIS _ v v s s v a O' ro N �6g % C,v ry N10. OO 0 1b4.79' �e \\, 6' Pvc In- -�pVC -7.00 fi -$� _fi a fi r+ I - ��_ fi - -fi -- - -L- - - - - -- L2�700' -� -� - To�c -�\ o �� gill 46 S "PVC@ - �- - - fi- -� - -�- _ 64..� �� -N SAH/ cv/ .OVnlD 333 79' AF Jl I S% TAI en fi e6vlove Ex/STnvy ��` J USE q ?eiaAt ST GE 9.. DEEP X 12" WIDE TYPE 'A° N 893445" W 1245.35' OITCH AS A/EE.OED 0 y DITCH PER D -75 1p � GsRATE ANO EA/G LO SE O PER DWG # Sb90 -Gj M 3 /ZA /A/ wle>lrC// WALL .QEGI.2Al�E TbJ� G' SLOPE N k ti � 7-13 9OUA10iL21 z /AlE. N to m t o'o `� r NO. 48670 Z m � EXP. 6/30/00) REVISIONS APPROVED DATE REFERENCES DATE BENCH MARK SCALE NOTICE TO PROSPECTIVE BUYERS PLANS PREPARED UNDER THE SUPERVISION OF: CITY ENGINEERING APPROVALS APPROVED BY: PLOT PLANS FOR: DRAWING NO. fi S /OF C.LEBRIITTANY & OC 174-1969 LOCATION: S.D. C.L. SAXONY RECORDED FROM: COUNTY OF SAN DIEGO ELEVATION: 241.15 DATUM' MSL HORIZONTAL 1 " =20' VERTICAL NIA THESE PLANS ARE TECHNICAL IN NATURE AND ARE PRODUCED TO BE USED ORDER TO PERFORM THEIR WORK By WORKMEN IN LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF EVERY ITEM WITHIN THE HOUSE AND LOT THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. HUNSAKER & ASSOCIATES, INC 10179 H92121KE(619) 1558545001EG0, CA �/%� " 99 RECOMMENDED: APPROVED: BY.• (..�, BY: � DATE.• /D °2o- 99 DATE CENTEDX ROMES,CTION / WEST IEDGE LOTS 4 -18 INCL. TM N0.98 -094 5690 -G -2A REvr* DRA10AUE Lars 94 11 -/V 1115100 1 - 2 5 0o ADDED SHEET 4A 9 16 99 / / S H E ET4A 0 F 4 RA oNO L. MARTIN RCE 48670 DATE NAME. DATE ADDED BROW DITCH $p- 9/16/99 File nomer R- \00.57 \0n i w c7 Q E. F w 0 c� Q v;� Q� cn 2 ti k - Q zy , z � �Wo Wzh IW� 2=v�i j 2�rn 0 M 0 rn m r- 0) 0 �z m 14