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6382 : GEXERAL NOTES CONTINUED GENERAL NOTES 1. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE RELOCATED OUTSIDE THE AREAS TO BE PAVED. 14. NO PAVING SHALL BE DONE UNTIL ALL EXISTING POWER POLES ARE S AN DIEGO T RACT NO,, 4 C OUN TY 0 APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD 15. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO P URPOSES. COUNTY STANDARD DRAWINGS DS -8, 'DS -1 Q, DS-11, DS -75 OR OTHERWISE. 2 FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO SHOWN IN DETAILS. FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS WHEREAPPLICABLE. FINAL CURB GRADE ELEVATIONS 16, EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT MAY REQUIRE CHANGES IN THESE PLANS. SATISFACTORY TO THE COUNTY DEPARTMENT OF PUBLIC WORKS IN THE _ —_ EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD BETWEEN — _ _ ? — - IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL NOVEMBER 1 TO APRIL 15. EROSION CONTROL MEASURES SHALL INCLUDE, I I I SITE. BUT NOTBE LIMITED TO, SLOPE PROTECTION, INSTALLATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, ENERGY DIS- n o� N "�I� Z060 LEGEND STD• OW6 NO. SYM BOL 4 PERMIT FROM T DIRECTOR T OF N PUBLIC WORKS WILL BE SIPATOR SILT CONTROL AND SAND BAGGING AND STORM DRAINS. s� N a i 41 J ^ ep p N "` O ^ n '�' ^h Zvs ?07 s - h ��htn 6�D�93SSJ 9 ^\O REQUIRED FOR ANY WORK IN THE COUNTY RIGHT OF WAY. ZGZ o ,�1 .204 208 PAD ELEVATION--------------------------- 17. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PREVENT v9 COURT - - SUMMERH /LL �'Pi �� ?031 —?(00— 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN WATER FROM FLOWING FROM THE PADS UNTIL THE STREETS AND DRIVEWAYS 4 @ I o� m O �� 1q ZOZ I1( ZJO EXISTING CONTOUR - - - - - - - - - - - - - - - - - - - - - - - - - ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING srj j Z W N O O O O O EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION z6 o a��� gl Z// 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND I FINISH CONTOUR - - - - - - - - - - - - - - - - - - - - - - - - - - — Z� — OF THE COUNTY DEPARTMENT OF PUBLIC WORKS THAT WILL ALLOW WATER 0� V Z/L LOCATION OF ALL POSE U BEFORE COMMENCING WORK. ZJ Z O N M H 8 /99 _ _ _ _ 2 NOTICE Of THE PROPOSED WORK SHALL BE GIVEN TO THE �¢ Ze Z/ tR b N N N N �N 198 1/S EX /ST. O.ii'I fIEY�9TYlY_ TO DRAIN FROM THE PADS WITHOUT CAUSING EROSION. FOLLOWING AGENCIES � 214 . 18. ALL ROCK SLOPE PROTECTION SHALL CONFORM TO STATE SPECIFICATIONS, y 3 G — !97 Z/ SLOPE BANK 2.1 C/A/LE95 SPEC / ( F /ED OTf1/ERW /$E) - - - - - - - 2:l SAN DIEGO GAS& ELECTRIC 232-4252 SECTION 72 OF JANUARY 1973. y7 � / - /yJERS° � 196 Zrl� PACIFIC TELEPHONE 298-0595 4 217 RET. IVIV6 WALL (MASONARY) TYP6 _Y - - C -Z.I, C - - - - - -- �� SEWE N 4faC.4 !x/A/7YCABLE 763 - 925 1 19. SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE COUNTY SEWER LEUCAD /A Hf1TERDi57. 753 - 0/55 2 WATER OC/liEh49/n//✓gTERD /ST. �5753 1 8 DEPARTMENT OF PUBLIC WORKS IN UNPAVED STREETS WITH GRADIENTS IN /5 BROW DITCH (REINFORCED) - - - - - D -75/ Type "B" - - - - - - - - - �> EXCESS OF 2% AND ON OR IN OTHER GRADED OR EXCAVATED AREAS AS REQUIRED \� W qq l� 1� 7 A SO ILS REPORT MAY BE REQUIRED PRIOR TO THE BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. THE LOCATION AND DE CR /B WALL TAILS 3 y / V ^ ° Q �i J N M O I — - (cALTRgIVS STANDAKD PLANS C I A TYPE '/�' B'_ � ISSUANCE OF A BUILDING PERMIT. OF THE SAND BAGS SHALL BE SHOWN ON THE PLANS.. (SEE LOCATION TABLE /3 m ' �� ,\� � p A3 Of ZZ0 R.C.P. L q,GP.gPVC 8. APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC �i u\ ^ �9 4 . el ON THIS SHEET) � � � � � � ` E � s \ 1 � � W 1 STORM DRAINS - - - D -loo /, L? - (a / - - - - - - - - - - __ -- L� Q 11 �. (E �� TO WORKS DOES Nor BE PERFORMED L THE PROPERTY ZZz Y OWNER'S PER 20. CATCH BASINS, DESILTING BASINS AND STORM DRAIN SYSTEM SHALL BE IN - rP � - _ H \ _ -- I \ I�q I X1 r� 9 h 224 , I CONCRETE CROSS GUTTER- - - - - - - G -12.1 - - - - - - - - - - - - - MISSION HAS BEEN OBTAINED AND A VALID GRADING STALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT OF PUBLIC WORKS. r W/ GC0 (4/ pQ /N�___ 1 � Z?S I ° ° PERMIT HAS BEEN ISSUED. tW 1101 CURB INLET TYPE 'B', 8-1, B - - - 0 -2./ - - - - - - - - - - - - - ° / 21. AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES THE DEVELOPMENT, 9, THE DIRECTOR Of PUBLIC WORKS' APPROVAL OF THESE tp� A DESILTING BASIN AND AN ENERGY DISSIPATOR MAY BE REQUIRED TO G� v I 11ti 1 1 1 I CATCH MSIN TYPE 'F" - - - - - - - D-7./ - - - - - - - - - - - - - _= PLANS DOES NOT CONSTITUTE COUNTY BUILD OFFICIAL BE CONSTRUCTED TO REMOVE SILT FROM THE WATER D RELEASE THE WATER Q EH I I 1 -- � \ 1� \ d Z� ■ - - - - O PLAC�D THE Y AR� A OV RED B� S TRUCTU R ES AN PLANS NO AT ANON- EROSIVE VELOCITY. D� I A/PBO/P I 1 �4 1 �, I CLEANOUT TYPE A - - - - - - - - - D-9 - - - - - - - - - — = WAIVER OF THE GRADING ORDINANCE REQUIREMENTS 22. THE DEVELOPER TO MAINTAIN THE PLANTINGS AND EROSION CONTROL MEASURES p — _� — DIP ✓` S� rn Lao STRAIGHT TYPE HEADWALL - - - - - - D-32 - - - - - - - - - - - - - c- CONCERNING MINIMUM COVER OVER EXPANSIVE SO /LS IS DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY DEPARTMENT OF Z3 1 MADE OR IMPLIED ISECTIONS87403 & 87410) ANY SUCH PUBLIC WORKS. THE DEVELOPER TO REMOVE ALL SOIL INTERCEPTED BY THE z32 I RIP RAP PROTECTIONS- - - - - - - - D -40.1- - - - - - - - - - WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF DPL. SAND BAGS, CATCH BASINS AND DESILTING BASINS AND KEEP THESE FACILI- 189 TIES CLEAN AND FREE OF SILT AND SAND AS DIRECTED BY THE COUNTY SITE KEY MAO I /90 z� EART/1 9WALE - - - - - - - - - - - - - - - - - - 10. ALL OPERATIONS CONDUCTED ON THE PREMISES, ~ INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR- DEPARTMENT OF PUBLIC WORKS. THE DEVELOPER SHALL REPAIR ANY � ^ \ / ¢) I rURE OR RUNNING OF TRUCKS, EARTHMOV/NG EQUIPMENT, ERODED SLOPES AS DIRECTED BY THE COUNTY DEPARTMENT OF PUBLIC WORKS. Q SCALE: /' =2001 192 INLET APRON --- - - - - -- D 39.1 ------ - - - - -- – – – -- CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 23. NEITHER THE OWNER, NOR THE ENGINEER WILL ENFORCE SAFETY MEASURES 2 I SUBDRAINS - - - - - -- SEE DETAIL SH � EETS - - - - - -- — - - --� - -- GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD •y � O \ � / BETWEEN 7.00 a.m. AND 600 p.m. EACH DAY, MONDAY OR REGULATIONS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE THEREFORE. GYEN R oc THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING Df 24. SEWER, STORM DRAIN OR OTHER OPEN TRENCHES THAT CUT THROUGH EROSION 2 z� h�� 4� \ I I S7ifE_ ET . Y_ /_S OFH.�Y OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON CONTROL CHECK DAMS OR BASINS SHALL TEMPORARILY BE PLUGGED WITH W Q Q `P 5 // 9 9 SUNDA YS OR HOL IDA YS. SAND BAGS FROM TOP OF PIPE TO TOP OF DAMS OR BASINS UNTIL TRENCH 3 I rI \ r 11 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING WORK IS COMPLETED. ENU�ITAS �� Eat 0 /1 2y, 2r TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM i W �� 1V �f CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING 25. ALL GRADING SHALL BE DONE UNDER THE OBSERVATION OF A QUALIFIED O CUT OR FILL SURFACES IN THE GEOLOGICAL C W i C /p� SOILS ENGINEER AND ENGINEERING GEOLOGIST, AND IN ACCORDANCE WITH THE RECOMMENDATION AND GUIDELINES CONTAINED U - IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE AVE 1 PARK 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH REPORT ENTITLED GEOTECHNICAL ENGINEERING INVE5TIGArION FOR �'1 Q B / LOT VILLAGE F NORTH COUNTRY, UNIT I, CjY GEOCON, INC, /.S UNOFPCl/T APPROVAL OF THESE GRADING PLANS, THE PERMITTEE 1S GATED FF-B. Zl, 1 FILE NO D- 2982 -502 C _z_ �Pa`a� E \ RESPONSIBLE FOR THE PREVENTION A DAMAGE TO THE n N LLA6 I S'EL'T�D/V ADJACENT PROPERTY NO PERSON SHALL EXCAVATE ON 26. THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNDERSIGNED AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATION AND GUIDELINE5 OF OUR 1 �O J _J A 1 NOS'CALE LAND SO CLOSE TO THE PROPERTY LINE AS r0 ENDANGER GEOTECHINCAL REPORTS DATED FEB 2/,198y FOR 71115 DEVE/-ODMENT -- = ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC- 2 q TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER --- PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, VICINITY MAP r?x SLO� EROSION, SIL TING, SCOUR OR OTHER DAMAGE WHICHMIGHT - ^ DATE: .3'6 " ,� RESUL T FROM THE GRADING DESCRIBED ON THIS PLAN. THE i s (ZGE 17030 NO SCALE _ 'sr'PFEr _ COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR --// MA XI SASS CORRECTION OF NON DEDICATED IMPROVEMENTS WHICH DATE: IGHAEL W HART CE.G. A � .�qE- E���� /•S' /GN DAMAGE ADJACENT PROPERTY. 7010 sTE� ?• 13 SLOPE RATIOS. 27. THE CONTRACTOR SHALL MAKE EXPLORATION EXCAVATIONS AND LOCATE EXISTING Q TABLE 'A "' UNDERGROUND FACILITIES SUFFICIENTLY MEAD OF CONSTRUCTION TO PERMIT SANDBAG LOCATIONS SAND BAG AFWZ CUT - 1', 1 FOR MINOR SLOPES, 2 1 FOR MAJOR SLOPES REVISIONS TO PLANS IF REVISIONS ARE NECESSARY BECAUSE OF LOCATION OF /007' �✓O SCALE FILL - 2:1 Slopes Dewanng From The Above Will Require EXISTING FACILITIES. STREET STATION: FROM - TO SPACING (FT.) SANOBA6SPAC/Ads^MRGRAAEO Approval Of The or A Of Public Works Alter Review O/ A Reporrt t Ff'orn A Soils Errgureer, 28. THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT /Q' 2o' 20' / Gardendale Road 18 +12 to 19 +10 40 STREET5 W#4r10ESLARcEXc4rAF"Jere, EXCAVATION 230,000 C.Y FILL. 230,000 C.Y. THE UTILITY LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT /z, (SEE TABLETif' /SSNEET /%fZjCA)r/ONS) SHOWN ON THESE PLANS. ANY PAVEMENT OR OTHER EXISTING SURFACE Willowspring Drive 13 +48 to 20+00 40' WASTE /IMPORT -9' C Y. A Separate Perm: Must Be Obtained For Waste Or Import Area IMPROVEMENTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED AS REQUIRED g� , . BY THE COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC WORKS. I 1 Willowspring Drive North 20+00 to 23 +00 30' SPECIAL CONDITION lF ANY ARCHAEOLOGICAL RESOURCES ARE 2 1.5 23+00 to 24 +50 75 CATCH eAS /A/ DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING 29. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN °Q 24 +50 to 26 +50 75' OPERATIONS SUCH OPERATIONS WILL CEASE IMMEDIATELY AND NOVEMBER 1, ALL CUT AND FAIL SLOPES SHALL BE STABILIZED WITH A LE O A . CD/A'E 26 +50 to 30 +00 4O' THE PERMITTEE WILL N07 /FY THE DIRECTOR OF PUBLIC WORKS HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY _ _ _ _ _ - - - _ - , 30+00 to 33 +50 30' OF THE DISCOVERY GRADING OPERATIONS WILL NOT RECOM DEPARTMENT OF PUBLIC WORKS. BETWEEN NOVEMBER 1 AND APRIL 15, 33 +50 to 35+00 150' VENCE UN APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY BE- u THE PERMITTEE HAS RECEIVED WRITTEN 'SAND SAGS /.S y H�/7 AUTHORI HIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANKMENTS. EXIST ;MF,POVEME/VTS PER W/ TYPE 1 6 Village Center Drive 14 +72 to 19 +00 200' 9 AuTHO F ROM THE DIRECTOR OF PUBLIC WORKS TO DO SO A 30. TOPS OF ALL SLOPES TD BE DIXED OR TR CgtD TU PREYENT W47ER FROM CDUNTYOF SAND/EGO pPWG TM MYS CLX8 &, �/TTE� 19 +00 to 20 +64 150' l4 ALL GRADING UEIAILLi WlLi- BE IN ACCOf?OANCE WITH FLOWIAV OYER THE CRESTS Of SLOPES. FOR STRUCTURAL SECT /ON ummer Shi l l Court 9 +50 to 16 +70 150' - - - SAN D1EG0 C,UIINTY ST/ Ni fiKG i RAWINGS DS - 8, \SEE GENERAL NOTE 'MZ 05 -10, D5 -ll, D -75. LJ GARDENDALE ROAD S ummerhill Drive 16 +70 to 22+00 150' /Y,4 See she.et 7 fol- ada I , ba rmt Stem c \ D 26 +00 to 30 +47 200' TyP /CAL SANG BAG OEM IL AROUND CATCH SAS IN Dr"'"' n� °f� . 3l. AM /RRGATION SISTEM /S TO BE/NSTALLED NOT LATE,P T/L9N MAY /S LEVEL UNDERCUT TU ACCOMODr9TE - FOLLOIY /M; THE RA*MAfi OFSCL12rS. 3 BAG HIGH 5AND L3AG CHECK Summersong Lane 10 +00 to 14 +00 175' /VO SCALE c DAMS (TYP) . 14 +00 to 17 +92 50' Summersong Court 10 +00 to 14 +00 50' DNYEP /Pf�Ef! /TTEE /SY/I /DEEP _PA /C�C //�C. A 14 +00 to 15 +50 150' ADDrfESS: 3900 f1ARMEY 3rREEr SAAI D /EGO,G 44' 15 +50 to 17 +50 40' 299 - 5 /GYM _ L /� 3U 28 28 17 +50 to 18 +35 150' 1 ' ' J.N.08Z5/ l 2 ' l2 20' /0, /0 18 l8 /O I, TAT L. WAI, A REGISTERED CIVIL ENGINEER, CERTIFY PRIVATE CONTRACT 1 6 "TYPE /C7'CURB S� 5' S' 5 5' S' THAT THIS GRADING PLAN HAS PRESERVED A MINIMUM OF 2y / II A S I1 100 SQUARE FEET OF SOLAR ACCESS FOR EACH DWELLING PER SITS ►,� 5 EET F>6UTTER L� ? I /'S 2 SUBDIVISION AS REQUIRED BY SECTION TE WI (h) OF RKS F /5' / 5 - B U 'I LT / COUNTY OF SAN DIEGO Zy 2 1 29 2% Z / THETSUBDIVOISIONCORDINANCEBUILDING SITE WITHIN THIS REZONE PERMIT NO. 1� __ -_ GRADING PLANS FDR PARTM EN T OF PUBLIC WORKS "SMEETs _ O� – = I - SPECIAL USE PERMIT NO. -P_83= 008 _ TYPE B 2 _ - -__- _ TAT L. WAI R.C. E. 26433 DA E �11 13 2 COUNTY OF $AND /EGO TER 7 - _ TAT L. WAI RCE 6433 D TE TENTATIVE MAP N0.�1 CURB GUT TpA �� A 10� �/ i/ / J 1 C GO � TYP/CA L STREET SECT /DNS LEVEL u�oEQC�r O Arc LEVEL l� Ai /V YL UNDERCUT TO ACMODATE oMODATE 3 BAG N/GN ro oR�iiV ES BENCH MARK � • COUNTY A V CHA ND BAG CHECK CAMS (TYP.) / AooEO7uare s RM _ — __ = ~ e R OF ►UAL C YVOq KS 3z3 -/69s 3 BAG l -l/G /a SAND OAG CNECK NO SCALE SA No Description Appro"d Dy D■t■ DESCRIPTION �Z P /��i✓ CO�� E q,ow o/ wo,k LEGAL DESCRIPTI LI RNIA RDINATE INDEX BE /N6 A 50180/ ✓ /9/Onl OF LOT Co OF ✓ /LLAGE P RK NOKTIs/ / DAM CTYP) SUMMERNILL DRIVE- S UMMERNILL CO URT - SUMMERSONG cow✓TQY U�rT VO. / MAP N0.841e5 /� r�E C ou�/T Y of ivrE - - - - - AL rERA ' WI LLOWSPRING DRIVE NORTH 5av DIEGO, STATE OF GAL /FORA/ /A I OCATION: 085 M/LE9 FPOM T EL C,4MiIVODELi✓OPTE TAT L.WAI R.0 E /,�iytul i — LANE - SUMMERSONG COURT - VILLAGE CENTER DR /VE DELETE SHEETS // THPf/ l', Q, qh tbV�gF�o,4h /rr`vESrOFFE,►/cECUe U SITE ADDRESS /7AllIJ Sf EETS 25Tf/Rl/32` m /y /G /Sy RECORD FROM - _54 N DIEGO eaIWTY O.C. 0075 G,odn / / NORTH G ERLY OF LEN TW �� ARBOR DRIVE, BEEEN /� K ELEVATION S -C/ S� — h,,n No._ L 0 / 73 � 7 6ARDENDALE ROAD f V /LLAGE PARK WAY. ,iJ, AS- BU I LT �� I �� - �p - -- DATUM: //�_ {z$ -. _ Dots j _ FILE N0. CCU > > r r T ACT 1\1 0, )591 2 � of S ao CRIB WALL PER h hgh l gy p. �' vJP �0 ,rlP 00 0 O CAL TRANS 5717 C 7 -A �h (00 1 01 2� tih� 'I �h TYPE 'A" �A" �. ,f r r � 5UB D/I//5/DA/ _ _ c 2100 Z70 - - - - 9 ZIO 35.00y ,. 35.00' 35.00' 35.01' 34.8/' C �fo�' 4Z.8/' -- _- _ , DAYLIGHT FILL LINE ��. Z ¢4:05 _ _ � - o � �I' -. �� � ,` `°`, ,,,✓" g4.13 2710.8 97Zo.2 4 77. Z ZZ5 - Z Z 3 / 232 'Z33 234 2 35 236 278. w moo, ��11 - 226 10 0 23v S - °o ALL F -XI5r\ \TREES To REMAIti T� r _ 07101 o a $ 27, ° m '� . _ c� 29.27' 3500 35.E 35.ai 3501 38.99 / �� _ j �� `� -S) z7a / o _ it 1 � -Z – Slj A ,00 W �9 P��P 8 Zq S tt� 2(o.lto' - ./584'= : 35.cx� 35•Gb' 3s.00' 18.9[ 4/.09' � N N 25 25 �7� _ �> E 3 o JU (p0 PRIVATE 20' �� ti Q -O , 0 � o /87 __ ,. p g) Q , d� o ti '►� 277.D ` - 2 10.4 - � ° 0 0 titi' 5 ti N {� � .^�• zao 3 Qj 3 l j q 1 " ti3 290 VARWLg 5 r 275 � � c0 , o �� 2 o �y C RIB',WALI. PER gAL11?ANS s - r p c�- � - 3 F aa d P �ti / 0 p ��o. rn t� °P � 0 h p LJ Ar o° 19 \` I� h - J T' K 0 o ` r 1i1 ti �. PRIVATE CONTRACT/ 7 , � COUNTY OF SAN DIEGO SHEET ,, -- -- - SHEETS A6� � 2 �`� DEPARTMENT O P UBLIC WORKS? FG PLA S OR' 4R1 �l COUNTY OF SAN DIEGO X15 TRACT NO. 44 21-1 - ` BENCH MARK Z� COUNTY APPROVED CHANGES - - -- — CALIFORNIA C OORDINATE INDEX 323 - 1695 / No. Demrip Approved 6y Dete PIN IN O DESCRIPTION. o ti I /2 CNCRETE DI Prn..d R J Massman Engineer of work Q 3 C,, — - - DIRECTOR OF PUBLIC WORKS IQ 1 1044 IT TOTAL Sf1EET5 N0. , a /G /8�j - - — �. V " y By TAT L WAI R c.E. 26433 — i s f �� � ¢�,�gG LOCATION: O.B5 M /LES FROM /NT EL CAM /NO DEL NORTEFr /�� 3p © HAS-BUILT RANCHO S FE RD 1 1' WEST OF FENCE CORNER Lai RECORD FROM _SAN DIEGO COUNTY 0C. 0075 ^ cQ Gr.dny = ELEVATION: 190 271 DATUM:- US.C. C? lZ �[ _ S 9'$y -- __- PomrtNO. L043 G7 > I D a t e J W - NCH L/OB NO. 0825 FILE N0. EWZ1 SMT rJJJ�I r Y rr���r ��J J. :� J 1 JM.r \_ ��l J. J] 1J J - r �J TO L EUC.40 /•4 40UNT� NA7ER �� Z� Tl /ST.P /CT f�E.P •Tlfd�''NO. T6'- 339A85 -_ t� l RECO.PDEO /D -/4 -76 1,0 V1 L 4 ,\Gr PjL \FRl� JJ1\lI0JR HIGH )Cr100L SCALE:'' Iuo34' /O I fEWE,P fcMT. 1,611CAAlq 1"Z TYOE "� I BROW/ PE 17=75 BY o71 eke' CONTY W,4,rE* D1S77 ,1?f1 -0 1 v IJOC. ND 89286366fCOPI�FD 27 -8� WAI VER RELEASE FOR --J �I 0 a � "_ DIVERS10l OF WA7ER /� ��! Q) l9 ti 1 0 p ��d Q " " BY TORN J DA /LEY ti ti 4j CRIB WALL PER CAL TRANS L� / / P�OPOSFD Z7 / ! SUIS /NESS MAnIAGER (i�s1' , (` I, �� ti� ti STD. G7 -A tYPE ..A.. "..g.. Q�ti�ti� ( A.C.P. 8 FROPOSFD AC 0 SAN D /EGU /7 U o NioA/ H /GN !� OT`1EeS - --- 0 4c 5CI-ICOL 1915700' 2 F �r� 3' SE BACK Qj� l II SP /SWAY �� DATED 4 /301 223vI cp D C. NO 84- /(0045/ DATE: 5 / 84 3' SET ACK - - p� /f PAT�'Y . _ ,,2. DAY lGflT F 70 /[L S!/BD/V /$10� O i N 2/ 27 � 2 2�1 3 24 'G 2 2 GRAS T 2% 2 � o 21 GRADETDDI'A /N °r� 447` 3�.5o 42.aO' 35: SDao 3s/51 3515 _ 21 zh0 � @ '1 /N 38 Oo � Z� ' t � 1 77 FN / // I �_ oo' 38 2'7/.6 275. / E,osT t t 34.99" N 22� 2Z2 8 2 23 - 224 N 2 F' S�JUTL/51OE� 42 p0 w ' 8 - 20 0 °` Q ` �s g5.O0 26 g 2y0 g5.o0 q2 00' 363.2 21 Cs p o a 1 42 0, 0 35.00' 259.4 o 2>' 4z.a z1S : 216 ' tiI ,�g1.99' � 2556 � = tc �t 1 23/. 21 J 1 a ° m 40 00' 9.20 25.3 ` 40.00 3�.fb /2.07 `2(.50 �� I I 249.7 Z/Z ° - g 3t,1 2D9 2/0 S a ,.�2 � �, E J � �, � o Z30 II 208 g - a ° Qo o y.oD / IIDi �q 5.97 1�q 1 g SfoO - N /00 ✓G 2 ✓G 0 Cb ✓C '1. 2 I" 207 g 2q O_ 2� �` ti 8� ° Bvc �A l6 gy p g 17 C� o III o 79` 1275 • P32 II ° 42.00 � 0 oo ,�G N I 42.00 l 0 278yQ`� ti 3� If s./T 350D l '23b I I 3/o g� 42.0o h ti ti D� - o A 2 �G. 2 / op \ ?� - - a\�OS �o 1 28 u : ' / � / /' /L- - 3 o -� ap F FQ.2r d / f5 uj "i I 0 G �' E.VG SC S.G�% �U /'/ _ � 1 0 f� - IL 3 / � COLIC. e fg A sh Z82- Z � / Lu ' I � i� �'• -. _ _ ti � ' 35'GO cc!rtg our��•' C � 2af3 50 ✓ - _ _ =_..A - 3 i v 0 1 J o q -- I - 2 n , m r - ti - 41•a0 .D O o lD / 1. �s� / RL� A� �` o� °° 50�, 41.E � � � � tiff 9 I / ✓ 28 � �� o �. � 3 J M d• o 0 i 'L CC 35 �' �0 :y 1 '� 5 � \I l s �\�10 0 I O Q Q / off` / (c6. G� m 'G� h� h� � 83gp W lc 24� 9 i O ° 197 o ro �� L. Qr 3 ti ,,:_ ho �0 _ d t p a 9 Q 2 63 d p Z oe i. ui O /BRA /N ti �r R 5'0 Jo 11 S �� L, �0 ��0.,�• 70,0 t o N 6 A5F_Mt "�00 loh �� �,�q0 r tti 111 1 /j S 8 0 ti t� �•. 35 h°° J k�i�` gh V 2 0 - d 0 y "L; 0770 ¢ �� g�2 a` ti tih q. <, -� z g I o 0. 11 # �� �� 2ti�q. �J 2�9 q0 Ty 5 E _ Z 24B ���h hh2 y; '� 35.Gn 4Lo0 1, 2 04 .rl, �'ti , ,Ivy 2 __ ,�,� • y, 41.oc>. L.Z�s � 1 `b. 85.89 3 g ¢ P �2a � 40 R 1O q d 11 '� � ,�• � A St� '/ �, � -pE7' O � c8 - �O � 2 9 \ t7 C) 205 Z � Zq� 5 a s o( t o �~ N A �� 3��� h.1 2y p 13 � 9 �5 cp I 2 74 S.�✓ 24 4516 Z10 II y� f �I 01 p�>z ( tiQ- I X90 T O Z 3 63 o�wi� Z:I 0 '� gQ \ �� PRIVATE C F T _ COUNTY OF SAN DIEGO 32 _ V SHEE _...---- 3 L DEPARTMENT OF PUBLIC WORKS `SHEET GRADING PLANS FOR. COUNTY OF SAN DIEC70 ' TRACT N0. 4421-1 COUNTY APPROVED CHANGES BENCH MARK Ne. Decriphon Approved by Date I CALIFORNIA COORDINATE INDEX 323 -1695 _ - ._ 1 /2" PIN IN CONCRETE ( -- -- - -- - - -� Z ' �\ n �a , CHANCE TOLL SH ND. DESCRIPTION' - - - -- - - _ A pproved DIREC OR OF WORKS Engineer of work (� ' \ BoUN qR�� DE[ETED LOCATION: 0.85 MILES FROM /NT EL CAMINODE N ORTE& 3y ,T L . WAI R C_ _2 43 cc) ,� i9O- f RANCH S ANTA FERD /IINEST OF FENCE CORNER -= L1 WA Z I f A 7 E'6 R R ,417E 5 RECORD FROM. SAN - DIEG OWN O T 0- C. 0 075 1 1 Gndmg /�{7 C ^ ___... _ __ -_ -_ Permit No L 0�.:�4( .'.JI uAS1CBUE1LTu / //��// ELEVATION:_1 DATUM: USCC?'l�S Date NCH L/08 NO. 0925 FILE NO. t� plo J . Dt i1 _::: cu 2 �°►� - Z o o _ c� 0 � a _ Ao U s I' rb gam+ - 3 62 oa' 2. � 3q � ' \ L -1 1 , 3 �( � 2 93 I Zq p . o i � � 19 d W . '� \ \ o Z 5UM � Q \ 1 y tee ,• p 9� 3 �. t 175 Kl ? f3� $ /, ��l. o °. �1 `� ,\ vJ 2 \ 3 1� YI Q i� � A' • �� , ` j l02 � PAG EAN p �q v Q �, ��q �A ° l 7 �.1 67 g en - �o q �� 1 9 \ A6 3 Z - h� — — • 30 u l� S M ap `V g (11 � I \0 �� %� �� ff 7' L0 1 020' m V� A� ��✓ i� L1 I rn m' 1 m V p9' -, (0 ) oN 3/8.45 SCALE. ° � � N' �O �� M 9/ 8Q h• _ /I �'1 U w /G o p / m d• �v x v IV V00, 72/ �I �G. o &.o / 320.00 m' 22 h / 3 .� 8 L . 305 0 \ —! /08 53' N (PO Ql m / a �D�3 7.99' 93.44 m N /►, r r \ J_j ./1 ` r 1 coo ©? 9s. 4' o I m 3199 i ko J�� (C,f JJ kN' N � 3 9 0 m M 90.00 m � o °Bo m So' �J J� Z7 , L /02 47' �� $ F�. 308:0 S I 9 z3j m \ m 90 - 00 , 9o I A _0 8 � m m N S 30,00t -co Q0 �� Q _ PRIVATE CONTRACT S q C9 9 Q� A/ P ^ � Q �' \ � SHEET � CAD 2 nl m " • C} `f' '�j Q� V COUNTY OF SAN DIEGO 170.00 M 0� M 3 DEPARTMENT OF Pueuc wozKS SMEETS� V 3� 0 RADI P LANS FOR. 92.oI I - � 27 � G NG P ' 9417' v m ' 8 m m n 92.37' 321 COUNTY OF SAN DIEC70 g m - g 131 p Q TRACT Noe 44 21 --, — � a- m 90.00 90,00 5� m FG 3i2 n 28 28 N C�1TY APPROVED CHANGES BENCH MARK CALIFORNIA COORDINATE IND EX 323 - 1695 �++ D �� Ne. ncription Approved by + --- 11 - — --- - - -..- -.. ._ D• c VIAMW TOTAL Sf1T N0. AW D aGBY DesRlPnoN: _ /2 P /N /N CONCRETE __ - ____ D IRECT OR R OF M F4184 , — � a 9 � // ECT O PUBUC w09K5 O " AS - BUILT " lI 9� LOCATION 0 B5 MILES FROM IN EL CAMINODEL NOR RY I TAT L WAI _ cE 26433 N L) ® `Z OW AV F /`� oc N -- RANCHO SA NTA FERD. ll FEN COR W N Q Grading Z clJ Q N (v RECORD FROM: SAN D/E60 COUNTY 0 C _0 u 3 l _ UCC "y ELEVATION: 19027/ DATUM: 416C, 6 ` 03 5 -9 -0y �0.Lf SEE - 5/ r L. L� Z Vamfl No Dare _ W NCH d08 NO. 0825 FILE N0. SEE SHEET N0. ^ 4 I N N n 4 M SCALE 93.45' ti _ ADO' _ oo' � 90 8 g q O' ' 1 y gp.po' N '� CQ g � m � 9000' m .� 90 •DO �. 1 � 1 � G'gq APPROVED FILTER FABRIC ALL Ex15T. TREES TO REMAI►`r th , 30 0 m g0•oo m m N ql J N � OL ° 3� 30930 M 9p 00' 3Z , - p O 61- o Oo - L 9027/ o ° o ° m m 92 . g' 3 5� m 913 I ° � o ° B k O Z� 90.00 M J O m Zg , 2 q0 3 •,�192g9a Cho 0 BEDROCK Q ° ,�7 OPEN-GRADED I" MAX. AGGREGATE FORMATIONAL SOIL) 0 m 9000' cal N �' 1 \ z' 9 0 O o V O m "N q0 0c; g0 v � G m - (n A Q �' S K' B d' c� N - q4' Ia ° 0 Q G r; (1 O o � 6 PERFORATED SCHEDULE 80 m: 8 ' 28 h `i v ■ - l'n po,00 I o ABS PIPE, C TO 2 CLEAR FROM ' Z� 1 M V �Q - , A Q Q O BOTTOM OF TRENCH .5 ( � 1. M 94.00' - M� � - 77777 - 1 m %3 q2o Sro 8. Fy' � B qD.00 \ 8 q O n \ \ r � NOTE z MM Q 317 �I O d -W. ..... �.. 3p 0,00 �\ �� -`` - A V •/l q N22 �.. IF CLASS 2 PERMEABLE MATERIAL (PER SEC. 68 -1025 8 3 p Q s\ \� ` v ��" CALTRANS STANDARD SPECIFICATIONS) IS USED THE Q `�_` FILTER FABRIC MAY BE DELETED 9000' 4- q48 m �� DETAIL: CANYON SLIBDRAIN k o, NO SCALE 308 90 00 \ o w 8 os 90.00 o N g S ro 301 U m 102.1 - 39 "� �V F� 4�' v I I s c13 90.00 ��' o - C �q 3o g \� _ $ 3p r LOT f — o S Q- I 913 \\ i J�l�r�i J��J� �rJJ 90 00' Io104.00 o o a 9 3 C� 40.00 m Z - �/ _ _ 4 / g 90. oo N 6.31 1, m a q0.00 3 9p N m U m r 94 9Z 3 l I0 N Io3?� 0 Al a CLEAR II 0 j _ m tiB.iB ,�p'h ew TED 0/y -, 1 j 9000 _lj III, Z� 3 D o 302. 0 L 9 \ O �, m I Boo 5 - ON iwr 9 M 4> Z9 +3o B ✓C � � � �o. lol gJ� ' 0 � � 13 k1 g q� tD � �� F _ o 1 7 <f`o. o � q �� 303.80 ZP I�+ 3p 3. JAI L.- 0 0 s 2, % g m VILLAGE 20 o �� � �� %�o���� %3.�9 '�° FL.3o210� >z �o ,4 40`v c. Go.o \ 1 9 \ �i Nr 'hog �% i5 n�1� pL\ 0.870 � 0 Ih 0� h �/� C I6 pRl 5' 30.05' 18 N 4Z7 , g m o - 9 zo.Z0.00 � h , m 90. goy --� %8a; 3 � �o CENTER 17 �, 3j K a tea' _ _ \ 350 - 0 t (V J - N — �` � PRIVATE CONTRACT 24 CA A p Q O SHEGET COUNTY OF SAN DIEGO p 500 �/ � DEPARTMENTOF PUBL/c woRKS //� o r _ _ � SHEETS � it O V 30 7..3 �\ `�. O , 'Cil GRADING PLANS FOR: _. � - -- N 3 o7z /8 15 l COUNTY OF SAN DIEGO TRACT N0. 4421 1 35G1p' 35GY� 3d �.� COUNTY APPROVED CHANGES BENCH MARK CALIFORNI COO RDINATE I NDEX 323 -/695 No. Defcnpho ApprovM by Dm CON CRET E ME 3J�o� v _ - -_ 1 /2 11 PIN /N 1,ONIi RETE_ - _ _ -_. NPProvW R.J. Massman -- Engineer of work DESCRIPTION 3S �I CHANGE TOTAL 511T NO DIRECTOROF PUBLIC WORKS J � � CHANGE LOT V11VcNSIONS / i /� / LOCATION 0 85. MILES FROM INTEL CAMIN DEL NORTEfy j B y ` ! [ TAT L. W R C E. 26433 _ SEE SHEET NO. © " AS-BUILT " j¢ � RANCHO SANTAFERD HI NESTO F FENCE ORN _ j RECORD FROM _.SAN DIEGO COUNT O C. ,/ /� _ _ (f W ELEVATION: DATUM:- US, C.F �a- _. -- 5 � - ate J Pwn No. L. / G9O uj CL. NCH U08 NO. 0825 FILE N0. SEE _ SHEET ND. m o N LW ao , _ --__ '3 '� �- Q 33 3 ,q0 33.c� o m { + 3 qA� 9.43 ' o fit. qp ► f cs I' u l \ N U O 90 oa h 0� 3 07 3 o 0 8 6 9 q : 3022 �' VJ 2 tJ� 3d 0 q�" o: 30 6.6 g 3 B.•/ A � 8 379g' }- . °p 40. 3�.2� CAN ` . Zt _ I a W � h � Z 4 345 � 4//' ,38.00' " . 35. f � 9f• 3 799' i _ 217 N p N 90.00 21 m 8 !8 S 29 &.3 q�•30 — 4 44p.2 L N p � 2 0 0 29¢ 2 \ q�, \ - VAR /ABLE A .. 5 ��1 5 *6 \ q0 - --{ m 9 : Zq Fv U '\ Z7 S o !; Z t� Zq � 3 29 �- 9/7 Zq a° ?$ ° Z9Z¢ ` `� h s �' = — — 90 EX y O 1 2 81.0 3 8 ?9 \ 37.4/' 35.07 N O l ^ q /904' - 33fJO' S �. 3► �a aRO \ �. 28 b -75.1 HI PER" 90,00' t yp,49 �q h 35� rY 14 087 Dr s ' ti 284 7 - Z7 IC 41�._ , •�,. 3`° a ti N 'Py/ X98- S 'll ti 36 �ti. - " �:, �," p� •� _ u ) " i 1' 72 INLET AP N 2 1 39.5D' yo i C m ER p F 4i _ •s p o Ik p 6 '\ W 9j�, S �. 2 g7 q.3 0 7 `' $ 4 a 0 r 5� 2 2 0 9 OO 1 2� { / �, -/ eg o^ o �' T 2 ai 1.1 s8j:� 1 .,4500 �; .. •� 2 0h oo sue, ��i a _. , ,, �b;, ` �' • � / � nlfl p/ALL 0 0� 2 T. 27./S.O 290 3 m O zz�,_ �oyo �4 Sy✓27�.4 �.� W� 1 5�� B /x.84 gp� Q M 40 0 8 � 1uj � `` o0 2. ✓`Z 4 N BW. 2 743 fi Q Il l.E' 5GA { � - -- Z � 3 30 74. _ o I 2 9 21 3 • o '.' I J ;f -• 219 PRIVATE CONTRACT' s �ao' I — S H E COUNTY OF SAN DIEGO \ G LEN — —` I � DEPARTMENTOF PUBLIC wo zKS SH ETS GRADING PLANS FOR: G y , r \ / _ � LO S COUNTY OF SAN DIEGO C� jj, _� ---- 1\J �f� rr� TRACT NO. 4421-1 f r \ I BENCH MARK r� f I CXaJNTY APPROVED CHANGES CALIFORNIA COORDINATE INDEX 323 - /695 �� /]� \,� J � J J U 1 r J _ ' N Desrgtion Approved by I Di1� DESCRIPTION PIN IN CON Avv,ovee R Meum +n Erpineer of work r � / CHANGE TOTAL S NO _ _._ _ _ WRECTOROF P41BL /C WORKS ` � I -� 1 ' CHANCE Zar ZINE Fors . LOCATION: O.85 MILES FROM IN T. EL CAMI DEL NORTEK TAT L. WAI WC .E. 26 4 03 5�, 52 /a /W 9v RANCHO SANTA FE RD. ll /WEST OF FENCE CORNER. / / _ COUNTY 0 C 0075 u ! �G RECORD FROM: 190,271 SAN DI DATUM: US /t Gradin /�/3 U AS - BUILT ELEVATION: CF?'C7IS 5 � 9 - � Date va.mitNo. "�/ /�I NCH JOB NO, 0825 FILE N0. - p P /E'EV�OLiS�29t�G � - Al Q I� D Vc 0 Q ^ I i� 0� // 27203 "`CCC Y ZBO_ �Q v C� Q Q Ch � �/ FLEW 275 z¢ 33* o ��, N �� -300 Trench Width ; v `�� �.. � ^ ` - v 401 270 — G @23 50 �Z' _ D n 4 4 "0 tn o rn °/s 0 i _ p i ��i % °� .�� ° h O. �.' °i° _ Z90 4 B' ./- I 'A� �. B 6 min. - mex. ' ,aC� P — . 'CV r to 15' WW tl� %��� �FEx lSi — I I M B B'� i J �� °h m� p �p�M / 1 � g 8 2 �. m.>,.d o ti N CP \ _ I � ock mcrement II -_ � ZBa_ k M 10 % 6.8,, _ 26D p! ME5 40 1 �J� NOTE invert Deviation n 4' mi. to 8 "Max. beneath ` I of l 2. °� N •• / / 01 or 1" min.bemfn bed, 1 11 minimum relative mm pectian. whichever is greeter. tt) V �- o� ti ([.�� Indicates � ,' : .�- ✓� `� � � � \ -- PIPE BEDDING AND TRENCH BACKFILL f NOTE .S7bRM GWA /NS IN ROCK ENVELOPE �'sr�,- I I IGD �8 „p.VC - De, 30 / — a� o �o� / -: p? ` #ERE R. C. P. OR !J. C. P. IS sAlow V 4S 2 _ fie. s 570 4N f OR ",47e ,4 A /N MATER /L�P!!C. iS - - -- ` EX /ST 1S�d' IIC z ° �?6,. �' �� p `� AN APPROVED AL TE.PN T /L - 2 �'v Al 27Z_ M 0 0 0 \\ 270 _. �` TOPOF R/Gf/T CURB M NOTE TOP OF RIGHT CURB IS L EVEL _NOa/Z_ loAO �° X �' PRO/ /LE W/LLUWSPRIA16 D NOR WITH UNLESS SHOWN OTHERWISE PROFILE ROAD Z76_ �V NM S ^ALB HER TOP OF LEFT CURB Is q aEV/JT /ON HOP, /7 l "= 40'_j UERT l " =B' �'_3% - PLUS O74 UNLESS SHOWN OTHERW /SE. /B 35. 272_ _� 0� 3 � 33 32 31 30 DELTA 049 B RG. RADIUS LENGTH REMARKS pfd "p 4 . 1 p s J3 /VOTE: THIS SHEET SUBM /TTA�D FOR STDRM DRAIN APPIMML 4, < r/sj .� 3� �" ONLY. STORM DRAIN NOTES T . FOR STORM DRAIN PIPES ACP 2000 D WILL BE AN ACCEPTABLE ALTER- _ 3 �F SyFE C 1 -, NATE FOR RCP 1350 -D WHEN THE PIPE SIZE IS LESS THAN 30 ". -. 2. THE D TER ON OF SH THE INLET ALL 3 W �1 STR JUNCTIONS WILL BE MADE THROUGH THE WALLS. THE W ( N) "- � S CONTRACTOR SHALL ADJUST PIPE LOCATION TO AVOID THE STRUCTURE c I \ �I � ��� C- c�' S ` 6 g r) �G ` �\ CORNERS. .- -� - - - -- - -- -- 3. P.V.C. PIPE SHALL BE ENCASED IN ROCK 1 FOOT OVER THE TOP OF � 2 N7S°47/7.�, 1 95 � LID °f Q - m ' F, PIPE, IN ACCORDANCE WITH REGIONAL STANDARD DRAWING S -18 AND ALL w Q [} S �� j �'�� NI T �i �� BACKFILL WILL BE A MINIMUM OF 90% ATIVE COMPACTION UP TO THE l x /3,3` ' ` Q 3 °i I jp,� TOP SIX INCHES OF SUBGRADE WHICH � WILL BE RELATIVE x I (Yj COMPACTION. ' cr_ .. ; w .: w I `\`� 4. IN AREAS OF STREETS, EITHER PUBLIC OR PRIVATE, WHERE THERE IS Q LESS THAN 3 FEET COVER BETWEEN THE TOP OF P.V.C. PIPE AND THE i :�� FINISHED GRADE OF THE TOP OF PAVEMENT THE P.V.C. PIPE SHALL BE ENCASED IN PORTLAND CEMENT CONCRETE. THE CONCRETE SHALL BE FROM - SPRING LINE OF THE PIPE TO ONE FOOT OVER THE TOP OF PIPE. IQ / ? 1 l7" /B':PCP llc� S)6 NO ROCK OR BACKFILL WILL BE PLACED WITHOUT THE PRESENCE OF THE w Q COUNTY INSPECTOR. 2 31 x 1 2B P 23 pwS R - OR ' N P A� l "4 /NG RIVE � i�f o o. - S� rr ! ✓ 9 Q �� ' r PRIVATE, CONTRACT o,P _ tv _ . �TV ia�� � >. t;•�,�� 3SS�GJQL��N(q�� N tt r DF FAR N i }r c: �E�IIC V ?';KS. PL WI L LD WS P RING D RIVE IV !l T� 7 � GRADING PLANS FOR: AN D GA�RDE/VDALE ROA f: — --- - - - - -- - -- - -- SCALE / J0' COUNTY OF SAN DIEGO TRACT N0. 44 21-/ COUNTY Aa -� 4F C A'r D` ✓I CJ "1I N � E3C N(1 i mA �K, CAL y CAFORNIA COORDINATE • 4 --. Gn[ ptrc Api u r � , G�/Tl� ti'JTE FOPEX /ST /,1 /�r'1�,.r.�ti,S t /�y/. sLa�Fnoti 12 "PlN /N CONCRETE &I work O * /Q ADDED NOTESTOiPM49 /A/ ININc►o� a OF TN�PAPMTA►N fr.w Q 4 ? -I ,l W /LLOL /NG DR /tENO/�TH .4LTERNATE�'P�4VG�a� - OCAnoh 065 WF5 FRVM /NT EL CAMINO DEL NO,PTE 6 er / � .c.c. C� � SE{ AS- pUiLT NCHO SANTlJ FE ROAD !r' WEST OF FENCE CORNER z2e'7VZ- .� 4Pl�cP C��UrvT� OF © " "L shr. Na / / /gG _ RA S/�/V D /Ev ^O DP9irY/YG /1/D 3449 =/ AF�oRO ' UM _ �AN�7 /G0 COUNTY 0C -0075 IN 3598 - 4N0 3S9B -3. ELEVATION _ /,QQ `7/ -_ OATUM _ U$ frG.S. - -- 4-9 ,y3y ra.itw. t r � � NCH JOB N0.0825 FILE NQ. - . .1E ..-:.' a .0 .:]l..u.. .a.Y..1re... .dr'- ..r.._.. S 's. .:_true_ _ y- -r '. i. ... '.... � .3• .S]`. ._.— A _! - _..:Y�rY... -1s .-.: .Sm.. ..- _ -._rr ... '-i '.. ...... -i__ -. -. _..- ..m.r:al.r :N_...Nfw.. '♦ .. r. _ _ — .ui.Si - _ ., - _........ _........ .... u .......... 1 . .... ".:....3_._... ...i ..a.,r.. <tb. - _ s... __...,- .... ...0 -:. emu ...- nxr..c .jc..f:rac ...._........ : >- «r. a. _._. -.... __ - - - _ /DO' _ 0� A �'L ELEV 29 0 t6 0, y SEfT /GdY' EC710N <v \ v 31 D ham � A o� ti ��., n � � ( � �� � �, v � �� v h �� �9 C� NC9 O n� NV �� �a N� rt vh V v h °� 2, 4 9 v_ N ti N POR V G-- p EX/$T� GKD o, I Cja' `VI [��D -'T •_. —.�J �� 0 -V ` ' ..) `V "1 .-" re..... --' -�I \) I /' —� 294_ 2 9f / _b �—•�- - �` v > � _-_ J 41,` ? QC o � � � � � � . 2.9 . 2'/ ZID_ CD' ✓C� O Ai E KNUCKLE h h ti � ¢'MI 7 OFD- 2 77 1c o o _ Z50 5 „PVC 3339 Z80_ ti M LOT 238 -280 „pvC@ 3.. Q= (s °/D 9/ 0 72.63 a . as 50 7 1VI V ' 444 1 NOTE S7V8M DIM/NS t' `� ~ °� s6 ?! STORM ORA /N MATER /AL R!6 �S S AN APPRO VED AL TERN,4 TE ",47eR44L �',� golo ti r. c l y > _ M PROFILE: SUM11/IERNIL L CDURT NOTE TOP OF CURB IS LEVEL W/TH / %3SD OJ "I SCALE HOR P'= VE2T / "= B' UNLESS SHOWN OTHERWISE CUB /D 11 12 13 14 - 1 �_ - - - - - -- 16 /0 J 1.' STORM DRAIN DATA NO. DELTA OR BRG RADIUS 'LENGTH REMARKS !�°J SQ HC �F A_R BRG. RAD US LENGTH REMARKS / ?4D ° /�f43 E: 7 "AE T SUBMI T TED FOR �� 49 FOR STO�PM ORA /N A�°Pl7Y�V�JL DA/LY /VOT \ / - - -- - -- N I L- �5B,60 D3 /" 3S° ? -' \ Q a f s 3 � 4 5 I 38 / 45 — _ 26 /6 '04 ' 44 9° �� - 12 I s a� 24 °/9 09 / \ (D 9 fill — �- = W \t 2 � O R ' 1 3 s gl 53 - �/ I / ���� ��.. z � � �' v �f .� r Q � ,-• b' '''..�C J�� "-! � 2 a • ,J-�� A cr o\ 5 n 2 _ - — n R K \ - \J� 9 v / / �' I L � � � � y 2 5 i��., `� ��� i i ' N73 ° 3�i' i \ R� i a 3I P� - 3 F PRIVATE CONTRAG-r --- R' COUNY, OF SAN DiE „a) D EPARIMENT C)F PUBLIC WORKS i 3 � -' G1IADING /IANL ION. -- r A f i COUNTY OF S4N D/E60' r Lp -_ - - - - _ ,__ -- - - -- - - - - -- -- TRACT N0. 44 21-! Z ” 7 0 . 2 5 Cn o \ C C C7lJ�JT r !.F X'r d.)JE E �atV' IFS N MaRK E3F L N , PE "� 2° Ib' 5 '� -� \cam f N. _.._._ _ - -- - - - - -- _.. .r - - --. __ _ _.. _ —. — - -- -- -- - - - - -._ _. _ CALIf011N1A00011DINATE INO �f 323y� .:.,� A o p yea D,:, uE�r,+ivrON 1 12 " �.� .w P/N IN CONCRETE Aw. RJ .w a"ri...Mww: Q OWED NOTE STORM DQ,4 /rV - - — - oiRICT041 Of TRANGMATATWN Z � � 2 ZGi \ 4LTERN4TE DcA „o” 085 MILES FROM /NT EL C4MlNOOE� NORTE 6 ®+" � f7 � PLAN-' SUMMER!-/ /L L COURT CHANGE rOrAL Sh'TNO. / 7� /� /gy �NCNO 54NT4 FER04Dil'WEST_Of FENCE CORNER � U �\ " 4���QD _ COU - 7 "AS -BUILT *, aEr, RDCROM SdNDIEGON TYOC A _'> 75 L0434 � �” Sf_4LE / 40' • -- - /�p� - ` ELEVATION _ �907/�. .__ DATUM _.. u.Sl/CT G,S_,_ 7 9'�� N.. , , _ __. S NCN JOB N0. 0825 FILE NO. . i i i Ek�f�Z �. 1 O E t W ►� v� dS Al /DD I MC' IS y v\ 284_ �g d p� w _274 -� L, V 282_ Z h /'N11V - 272- Z8p /2S'v 12 4 m c� 'k C M 4 zrz 290_ N 290 Q Q NQ ,. i r . 270_ —270 NOTE" % M8A4 ZWA /NS STORM ORA /N MATER /.4L. /.°!!C'. 16 {MERE R C. P OR ,4. C. P 46 .S�' OWAI 4S �. �' ��� �� \max +i' ,' t AN APPROVED AL TERNAT MATER /AG - Z� °� h �C D sil- ` Z I sf _• /7S B4' /B .P @D.S° W 17-5 /B PCF'L�O.s� I V� v4 @279 �� : E"- NI N �f9S0 D) 41 64 MOT , TOP OF CURB ISLEVEL WITH PROFILE.- S LI M MERMLL e L / DRIVE A � c v' c� asf T ,• THERW /SE — — _ ( /330 -Oy r N i ty ' t,-q � - - N' � I N� UNLESS SHOWN O 20 2/ 22 23 24 ZS A9 27 2B 29 _ — US i �'F' N N ? L2 3 7 -33 Z.4 I � 3,5 �> ��3;0 ( - - -- LENGTH REMARKS STORM DRAIN DATA NO. DELTA OR BRG RADIUS LE ����� ��� /� S/yE �� z Z O < �i NO. T ELEVATION DELT OR BRG. RADIUS LENGTH REMARKS 8 ET SUBM /TTED Ft7R _ a 0 3 STORM DRA /N APPRoOV,44 OI/L Y 4- �, N J:', N43 03 // W � � 43 3 3S /2 OZ S 5 /l/33 Z7 /S "A ALL � " N 4 276 I , 2 ¢ w ., 227' 149 /9N35' r w g /YO S2/ 0 1/415 S i � I I '; Q ; . 09 °3S'h6' � o l E. w, w, �O 2 33 �� Zg N 70 °_s7 > '' 58' ia/ 10 - NO2 _ i W I �� 28 � � C /2� � � o \ 17 � q ; R - io __ _ -- e ti 0 _ - q � '� \° - -- y Vii. x B �' 30' �W� n �@\ p� V / o \ ��1� R r / - /6 °0439" 3G v4: y' B "PVC ` \ r( to �. \ c� �1� �IO o� � h T �P�' �L Fes— N.y3 X 14730' �'8 3 N33 °27/5 " 4326' 1 bt . q3 ° o 9 ; ��. . s ,� ° 5� \� �/@ g �), � 093656" 24 4!D' 4D 0' /6798' �V - t1 u� W � ' o \ _ �� g, / 9� / / D � \ c oo \� 5 AC -�� W cn ry ; NO25�, ' GV 6L�66 z N l9/ /92 p' c'� / ,; � o N � -�, 3 � n'o2.3, o I +� 7909' a 0 /� � – � , , � � z _ ,...E . � � _ ��. , n I t"7 � ,V' 2 ° Ci 2 �DE •� u 5' ii Q� /D"AelF' _ . N Q - gg \ —� V �\ �\ �� \•� \ \ PRIVATE 12 STORM �i�8.. � B / [�- •N�3 °�3, // „1 U _ STORM DRAIN RAIN •SEE � / �0 ” _ \ 1 R.ANS. / '3 r' GRADING X51 7 ND2 °f7D /'' ' ��i z �. tb' PRIVATE CONTRAC 3 5 �� M05 Y ,�F ,AN T 32 �/- N I ^I �OD���i 9 �E CncaTn CURVE DATA EY /ST //Y6 Mfi! Vv N7 � 30 +4770 �' .SUMiY1fPh' /lL D/8 / lxE _ „nVC ?_ D= 09 °33'S�" /St6494 GY /LLDGi�S�iP /NGOP %1iE - — oRAawo►LAwsFOR: g - -- COUNTY OF &4N DIE¢O I' GU/LCDI�YSliP //✓G Dp11/E - 7 l / w N 1� L- IO /' OfOD W�DMOSS COUPT __ TR ACT �/ Xlz� I COUNTY APPROVE D CF 1ANGES BF NCf i MAF-!K CALIFO / I D ON A TE 44Y 95 I U,a, TA ` �.f S; F.P' 'N /2 " P /N /N CI7NCRETE Arr...a e.�. r..w.� �'wrd..d: : p;�.,� pp,ovra 6r Jute / ; Q \ > 6 W " /. V - - .- I W11ECT0� Of TIIANiM1ETAt10M 4f 51 c vZ _ \ I -� CHANGE TOT L 5NT N0. RQ /•� G� UT NCNO 5Q4 NTA M FE RO��WE ! S T OF F E E COk 0 NER ( ~ �k •. c. � pL �4N SUMMERN /L L DRIVE � AL TERNATE M II i I .. . `AS -BUILT `F�G kcruHOCHOM 1SANDIE000OUNTY000075 S24LE I a.+w c tz TT = 40' r � usc��s. s - 9 By ...�,��.. L ©434 W . 1JQ 77� _. DATUM __. .. _ _ -. _ NCN JOB NO 0825 FILE NO x E,[' 2493i) IQ �- /0/ ° 2T33'L= 6"72J'�, � �� @�/ /• � � - `� V I � /S SNO � �V # NOTE .Slb/�M4 //CIS , h G o r ti h ° M RAP dR °4. G? dY/V AS � I \ � c•, � o O °� N N� h ti N �' ST014M ORA /N MATEF{!AL 4 �'i p ANAPPROVED.4LTERN.4T�MATEww � 68.x@ O a F/N /SHE - N t� /°/ ELEV 27745 � /7 +01� 7 a @� �� m N 5 v o& 2Sa_ /� Fiivrs// seAOE / _ `� �' `' v c h . 5 % - PE 'f C.B P r 07/ 0 \ vs 38 ppEnli,�lG . q o� n�oRTFI, asT s � a � � � � h � 80 �� 2� �l o rij rt �G �� �,, �j — ' 2 Y rt � EX /ST CPD QJL � N N � C 'VI.�, ' ,� N ") h �� i � � � N 5•p- f!� /- - �-V ,.....-- ..... -.- -- ..._ ._. b I ti 25008 ?rF Z6 0 r dZtllf �5 ,- // o a.�"•' l' -- QJ , ( gi n± v VI /! N _ , 3 % 3G �,6' k ' < 4.9G CA % -- �3;' - /� @ 4 69.E l O '� e ° ;� i �� ���� l�C/ � i �0 / P 184_ S � .� � � - .• '"' { >, 9 Ig I E. 7 j P. el 00% __P /L�'� SUMMERSONG_- _COURT_ -__ _ h� `� r RO /L E — — _ �_ L L 2. G } , - � - OW, 4�� i ���o � � _ sc�l� E sic 2. / - �'� V"�T %' - -S' ` , y , s � , , ,�,,,,> > . �, - - - - - - -- - �- - `� STORM O /N - - - - -- - -- -- -- - -- - / r w� t ; 2 13 /Q --� - ! _ ✓ `_ __ �- — �� N0. DELTA OR BRG. RADIUS LENGTH REMARKS 40. DELTA C?R 9RG. IRADIUS LENGTH , REMARKS 9.q��3o 6 �-' i I I t I I I -,.,. _ —+— �/ 1 L �'� r J r� �3 h J J 1�I 1 J �� r 1 1 r 1 C r1 J l ., I N2 °OP -."9 9 a0' r 30 W.4P_ - --- 24o I' 98 isy: ly' _ 6 _r _ _ ' "- N6 69 4 W 42.4 67' i X 13 4✓ } /S" Pi/C • - , f , -- �- aL 8 EX /5T: 3 NcfS ° S�� ? °' t' - - -J -- ` _'< _ .— +,NOL' °C ._'> ;a' 32 t _ p ' 4 N08 °Oi d r ��/5L5WALE 5 CO Y Lx9 Ili 9 E vES N/9 9302 I S 3d2' j 7YP 'F" CATCH gAyrnl PEK D'7. ! 5 ° �7 h o ii Ell D - �, + easr E sa�Tf/ s� Z r ? - � � / 2?' - ,S7n,? I __ - -- - .�! -5 .S /' �'0D /TP 51A/ S TYPE � it C� �W/�OPEJINGS on( NokT _ ; 7 OB °05'29 "W ,Q� /0939' 3R + C5 N 1 / ATCN 84 E6l�Z9D /Nc' _ ' /✓ OU/�'UA ' ' ,, I PLfgw Sh'T. 3 \ <-- <= 5L/BQl(/l5 /�✓ B ..� tee__ o C. LUG PE D !02 2210 +� r R ZZ4 2Z 70 EX /5T K t1PVYL . YEC _0 -- - " QU?VE f�4TQ 2 20 Z 21 222 5 7/ 0, ° -- - -- - - /B' V I ' > OS °.�, „ j7 „ , 1/3 /O °320.3 14 Z�q I '� N/3 4306 W /✓ -9.�9' 00 T f [ A 4'/[F�il!l/J P /O °203 - �P� 702 J a °' � �r - _ o l/ 1/03203 ✓' �� / /$. 44 3T .S_._ /B7 r � I• 7 'E,�ENT� 400' Z�/� Z� �i �� ° E/1 6�WE P - 2 /r0' - — / L 39. q N - -- - � � N 87 '02 s9 E ' .loo 30 ° AC ?. ,4 3y °.S6'SY' 4l0 ' r OL/l �, Z /Lo 3B 40' � Z 1 - r. c 2 d T' .� — Z l __ . a _ I 5� 3 i 1 1 w •.1 � r` �.. I — Z s S - 'v 21 2 w I tcl S q - _ Q 3..4 1 h , ,; )�'' 7 ._ �, �i ,till1 °' 7:.7,(,x.: - .S? O;' - -- <` c� 5%43” W f I , - - ` . S I� I� ` �v W �' 5 _" -. `- n -� 5 - , �/ (/ /• _ �� /Q _ P e __ 7 7— 0 \���`' o l /O A — / 7 - 7 7l ✓ `\ `v l / e& �� - s 11 I \J\ ; of �' ��� // �8� , ✓ 1 '^ r y r. i,?' ?5 Q � ��� 40 vB , -I '! -'� - 111 � _ w . - Lt •J /_ ti08 °n w CDT 4 c� 2 , o ' n. . , '' e�.. '3� 1 , �, 7- q _ / > -� / 4 ' - I I ELI _ �- _ -. - - <\ �a'x\, _ : �� �. . t.- [ - �I ,c �I ��� f �. �� p w SE i lB R 1 Q ` t11 _ /O °32'03 n ! ' ' '3' SS M �, b �''1 I I I � � 7 L r = 3. /773/' PRI VATE S4' L = 95 y / Ala w, � 2 1 � ml ' ~' � ✓ f �i�-A 2, f ,, � __ __. - - -. ____ -.. _ , _ 0 I N t_ _ _TE_ C O'RAC T r _ NIf / ' `� -_ 's,,FFr - -- C OSUN i N' O: SAN niFr -- 25 � _ ' ! ,1�iSMEN1 f�6" PU BLIC �' 3Z , � �O ��� I- - - SHE f -7S . 14 JY� ' �h X ��� 2 DZ !� 20 t 20 \ NOTE' TH /S SNEET SUBM /TTED FOR j "AD" f011: STiORM DRA /N APPRQVW ON Y b\N N C6VJV T Y OF MN D/E�►O r B STIN6 G r CUUNTY A RPiA OVEO CHANC E S - - -' -- - - . __ E3ENCFi MA RK • P TRacT No 44Y1 -1 ' 204 l L 3 - PEA GRAD /NG "[ A/I/S _ _ _ _ _ _ _ '� i I �— - - -- _ — --- - - -- CALIPOWA COORDINATE INOCx 3Y3- 95 4 Appm� Wd'1•v Diie a' � 4DDED I�� N07- ESTORMDRA /N ursr.ala,loN r /2 "PlN /N CONCRETE 2 Awe.arw ."7 L . OIIIiCT011 OF TIIANNOIITAT/0M � A. • � �-+ , ...,r,� , l C , 4NGE TOTAL SHEETND. o Ar uN A2 $5 MI SFROM_IIVT CL- CAM /NO DEL NOVE6 '+° / °E L� MoDiFY DRq /NC?AG�9PY / / ` RANCHO SANT4,FE AD'll'W_EST OF FET/CE_ -CORNS . ' - - �j�� nrcono Eno M _5 MDIE� C 7IIit y 0C 0075 �0f�� � '�I D — 9 L r . `ELEVATION .. I9�.G_7I DATUM ___uSV.C�'G.Jn. MwwM►, i. °n -.:• C.7 L r r. ; jr ' AN •�D$ N 0625' FINE I " r9 . . IN t 1 „ n b r ' J \ i - \ 10 • \ r t , 2 s.. 4281` 35.o0 3500• 35oo' 3501 3481' 4496 h� 8 44 � A -�� _... 277. 27le. 271e 2 � ,' �`8 . .._.%' _.._-- -- - - -- -- - \fL_Z✓o30 i 2ZS 22 :, Z,$. 2 w 23Z` - Z33 234 235 236 y ----- - L i 6 ��� r 7 z , rl < I ff m . w _ 7' 3500 35.an 35.00 KTAL 35.01' 2 ? \, I/ Z 1 Q `' ti – —. c DR /l/ z m SRN = " I ^' 1 � o 7�.�v' - 156 �51b 35 ao '_ 35.00' 1B. / 4i �1 o � ° $ r i8g o 19D 141 /92 Z��. p e 2 770 7 � a 2 ` y \ 0 ', 0• 3349` 35 -00' 3 00 27 5o F � rk fs ., 9 1 ti yry ria y 7G Mp � ap S \ Y l �ti� 1 , \ 2 �2 0 $ \ >a,, , A�, NOTE: FOR IRRIGATION DETAILS, NOTES AND LEGEND SEE SHEET 16 OF 24. �3 FOR IRRIGATION SPECIFICATIONS SEE SHEET 17 OF 24. `�)rc IRRIGATION NOTES y 1. POINT OF CONNECTION FOR INDIVIDUAL LOT AT WATER METER PROVIDED { BY OTHERS UNLESS T PIP I VATE C OFYT ,. � Z •, Q',',_ , � � �� ! �� OT CALLED OUT ON PLANS, A CT 2. THIS IRRIGATION SYSTEM WAS DESIGNED FOR MINIVOM. STATIC WATER N ____i DE PART MENT o�F PUNO EGO ` 1 PRESSURE-85 PSI AND I'IAXIMUM WATER PRESSURE 115 PSI, MAXIMUM �__�._ _ 4 _� L ie � � 11 p — DEMAND OF 44 GPM, VERIFY ABOVE WATER PRESSURE ON SITE BEFORE ,1,� z► x o �o� i STAN o WORK, ; COUNTY OF ,24N DIEGO COL24TY APPROVED CHANGES BENCH MARK i / fC/"R� T NVi 4421"' / Dm - - -- _- �,� br 1 D � ,, COORDINATE INDEX 323 -1695 g V ; 7 hLl - -- - EscenT,oM �/1" PIN /N CONCRa�TE -_ ' •p. ...h A our (C WORKO 9 ronor rta I ?a: 1 �DUT►e«: 1 1(/�T f.L �4MLN_ �1� t.. r rA.FCRD. / /_A'W-OFFEN_ — 00EX_ -- r -- ,--- Q, k NkL\ NECORDI'moY _$AN01L��_CMTY__D._�1�lll7 — ' ; .— i s -q -$ 04 Pwml ELEVATION: _�a�Slt lJ OATUY _ u. y y_ . _ . - - -- me NCH d05 NO. Oe25 FILE N04 #P a P 4 4 5 _ � iST /5' SEWE,C +ESt/ r SC � , • , j , � p � . _ '� �' �`K (� _ __... - ` - �,• -- - - - - - - -- , ALE t TO i eaCAP/A CoaAlrY W-4rCC / P 157 /CT PEP POC. NO. 7&-339885 l rz roep v /o -1 -7& -- ^\ � � � � \ � ' _ _ a rts• 1 � • — is ♦ O SE r _ 7Z) 4eac.4pl-4 coui✓rr r✓ATER 0/57 P4�» RaDF_Q o �a I� 4.95' 35.oD' u J 1.o 1.o ' , a Y ; n I g� Z�q O Zs r 0 1 1 3 . r� 3S q $ _ 42 6 n n 'g i t� �! � �7,. L.7✓ 10 .; 4'* f! � � -'� - 2/� t 0 C) ' _._ - -' �� � l�A. 1:' A - 1Z� �.;, Z5/.9 �� � -� �,� u � z Y 0.00 .2 Z$.8( 0 35.00 i .1i2'J 3� -- I A .j� ayi — ` — ':1 , a — � .- / i •':,.. f � , " � � _. - _ � ♦ _ � .. '' � O ' 208 8 1 Iz � 4 �' 70/ q s 1 42 C , 42 I o0 ti 00 f - �� 14 I • -- - _ A ' g S' S �oJ O SUl'l/ c_ ��D 35.00 `oP,*T�p�° `` � [/� I . ^ � y ` '' �,1�.1`� - "._.. �' -� " '(, ll *Z 2 D i2 "`_� iNrq cF/q (. h �e` 282 — — �� ` J am' _ _ J� -;- T-- Glc�7t �•�•- /' C � o - --1 - 0 p o = ---- 35pp 4 d I /l / A v 35 00 / ! �� O2 ��,r�, 2�2. o -� 1 ' V a j I m , 7 �i AN 40 ^ l ; / ��,� �,.. 1 .� � ._ 246 5 ` � _ T , o \� v . • 5 , i � p r! r t :, �i f� // �+�' J s NQTE. FO T y, r . Q t� � K , ( ��i } - - `i _ r , 2 C a • � ,, - - -" ," ,, `., 11 OF C ONN ECTION FOR A� BY T MATER IETER PROV ( � ,.- POINT 1 �. P�i►1vII►Tiffi CON TRA � OTHERS UNLESS OTHERWISE CALLED OUT OIL PLANS. � � : `' r `�� ` COUNTY Of s ��c — -� 2. S IRRI GATION I, 12 uePAar SET er et xrcs I IGATION SYSTEM WAS DESIGNED FOR JNINIhiW!! STATIC WATER L. L _ __..., .= - _ I y PRESSURE 85 PSI AND MAXIM WATER PRESS � 11'5.�;PSI MAXt�iM S ST D �GP � S ITE r V N q�# I� 'IFY EVE MCiER i� tG � MACT Ill 44 10 / a A.r...r w ow OEIC�ITNN: f /2" !N /N C QW "DEL ETE ENT /RE SHEET — _ . _ __ _ _ oN me of r�►#th¢ MlbxNti!" G� REPLACE W/s//T. NO• ?7 / - -- - -- T CC r M LOCATION: s _ Bu Lr !� /.1 /G/ . �_ Qf f / 1 l , � 11EC0116 iROM: '• . ELEVATION:.— OATYM: 19.9 s 1 9 Y n n a y • •F' ..._ -.r., , - Lid //' \\ f l IF : \ \ / ;, - � .ice � i � V .. ,. " i � 1 � 4 1 :A . o-✓�+ "�� , / _ k i 4 /J , t i a - _ � 6 �5 o w j 1� r iy ? i c� ill .c (r c) S4 ,, dp �� r ,y� i Q / ' ` '` 'C'9 V 7 • j ' f - .,, el it A` • h �+� � � "" k-� —� 3�p 4� to t do - I MF AD � A � - ,� � av - � 3 D 1� ••.,,,�'' t \L rim '� ° 0 Dig / D r :r } _ o, \ 1 � ' � � � ti� i0 �• �� -_./ 1 h� ,� \�' k y ,sir titi __ .._ _ _ / _ O� IC 45 43 _ 9 m �v 11 �� 1 3 5 bi 3 / Q 9s , ti ; +1' � � � V 9x Q pv 40 4 1 ' vz 9 ' M ti 3 45 '$C,��,�c• �" _j C ;08 53 O n m I ��3 1 ,�, k , P %V ' ' •.. \ NOTE. FOR I"RIG A tION IT AND LEGEND OEE '' F� �:1I11 .� �. nu �� y 47' - / 1'11 k' - J FOR M � a Q Oft $14EET 1 OF 14. jRRI GAT I ON NOTES d a. : to v 9 �' c� • ' Q -1 ,�r�, . POINT OF CONNECTION FOR INDII��UA1. LOT AT WATER METER PR�ti � � r - "� BY OTHERS UNLESS OTHERWISE CAVED O:NT ON 'PLANS. � W1�1V�ATE CONTRA � \\ 1 O N g go.cw � , ,1 .. 0 8 In ^ i r' C�1 N" OF SAM DING v 90-00 - a b °�. 2. J - _ \t ; = S I RR IGA T ION S EPl SIGNED 0 I t1U STA C i� f T*W OF Pueuc wo,eer rJ C*PA TNI SYSTEM WAS AE F R MIN M T ATER gy p/ PRESSURE 85 PSi D tlAXI1RIM.WRTER PRESSURE 1,15 PSI, MAXI '��• �'" mi DEMAND OF 44 GP� VERIFY DOVE WATER PRESSURE ON SI]'E a �n 94. �' START OF WORK. + b `° COUAf a R' 4w PIEW ; v J oo �' - tl�i L * 40 } 4D ` �, BENCH MARK LIFOMIA Coonoaw re uratx QFfClll ►TION 1. !c; I 1" AELETE FIVIAW S owe a - v W1447 1B -- - — /41G�P ( 90 _ REPLACE � . M (.' ('1 - BU I LT r / y �0 R� l� _F �`� A'��i IA i IG'ti 1 . "✓. v . ZY �cK ua Mp'f C1 cn o - - — -- -- - �E�o�o F�� �1GE � � FE✓�� i141J1,1T I� 1 v C � u wo l , mcp 4mgNQ o&$, •' -. 7F v .,.... „ -; -': - ,. ... '.. ... ..... - ':,.,. a °. , .rte r!! / ... F, r_ .Q ,.. I y ,.. • f •.. {,, yy n - Y. -i, r., J' .. .. } �'.v ,r •nal E. '1 ....r;+�'ae "alias- r.vt:;x'.x: Md i :.. :.. J.i;� w'. /!r «} . .c. .:� M16:n$' a s. i "L 4 -[^t P`: , -.. 4t \ , -. i` ...M ,. _ P '. 4::.G':' - :.r.. 1E J I � 3. "�.. _,'tY" +. ... _.,e - 4 . , -.'' v,. .. .. r ^ ..- :S l:\ i _ XV'Cx. .�Y.' {._ s y3: ... n - _'IiYfl. p _ $. t[ .. ^��.. x • _ .t 'i .. 1 d i 1 I + r - N MATCHLINE SEE SHEET N0.1 1" stall Notes SCA 30' -- �� ,� 9 j ,� a s INE SEE SHEEt ' ••• .........� s CHL _�- 1 qo oo' S O � M w T .... .M......r... 9� fpMff gives 9000 e s U Ll 3 q0 (Do m 2_8_ --rte' 3i �• � � � 3 3%�`�'�%� x 1 I r I m - a, �8 5l0 m 'b h 1. )„ ` 90 0o I YJ S _ r rr, � y Q V I b JJ 4000 � \ r 8 X11 a� ' NOTE: FOR IRRIGATION DETAILS NOTES i J �, ,, q' 3 r �� AND LEGEND SEE SHEET 16 OF 24. ;04ZO' , N FOR IRRIGATION SPECIFICATIONS ' ` N a SEE SHEET 17 OF 24. 90 a� _ 3 t 8 L • m _ Tv 4 ti m 03.710 1 r I �., 1 y j K m _....____ h 949Z' m' 3 _ ? } a to c� m N o �o v ,r 3 - 4 I ' Q ,, � ___- ___.._ I Z �� 3 �z3 �� ,,':� �`r �� - ,l ,,?" y h r � - ' _' � _ � .�g t3o_r� ✓� + � o w� 30330 Zo;o 4 03 I �� - 4./7°_° '�• mi l. 2 I -- - - -_ 61 V6 f V�� �+ —+ _ 40 ✓ 4 ?S LAl? C0 ���5 ���,���(�� �.ol�� !03.79 �� C I _1 a h _ - h .-- � 1 � y. � \ ref• .. / , ' 7 ti r e 1, 35p '-- ---� —` SE ES .✓■ , 35 � •...•...l.r..r ►NE 0 SEA `SHEET NOw 15 v I RRIGATIO N NOTES < • jNgTCHL ` — -- •••• PRIVATE CONTRACT -, 24 a 1. POINT OF CONNECTION FOR INDIVIDUAL LOT AT WATER METER PROVIDED ___ __ a c BY OTHERS UNLESS OTHERWISE CALLED OUT ON PLANS / COUNTY OF SAN DIEGO THIS T E IGNED F R MIN ST O 1 4 DEPARTMENT OF iUBLtC WORKS _ 3059 �n 2, I IfiRIGATION SYS EM WAS D S 0 IhiUM ATIC WATER -.: ____.....__ TS_- N' ---- J - 3o7.3 ?� a o PRESSURE 85 PSI AND MAXIMUM WATER PRESSURE 115 PSI, MAXIMUM IRR18ATM PLAN Q 307 �9 ° �8 DEMAND OF 44 GPM. VERIFY ABOVE WATER PRESSOE ON SITE BEFORE 1 I COUNTYQF' ANO/E80 f z 17 I6 START OF WORK, i 3�� TRACT NO, 4421 / fafnfff fuf 35CX3 3p�. COIJfVTY APPROVED CHANGES BENCH MAR CALIFORNIA COORDINATE INDEX 323 - 1645 ' t Nf oKIO= 0 D ow Oar / " — - - - - -- oExel►TION /2PIN /N CONCRETE (..,o.�w;M.�.,. 3 ' /' j DELETE ENT/!rE SHEET LOCATION 45 M/10 F)?WN / T. E,! _CAMINO DEL /VAT sY "EC.on or vueuc WORKS ALT MI - N c. REPLACE WISHT. N0. 29 I /�// ®� "AS-BUILT" � RANCHO S AA�I L A P INIY� TOFF Crs .�2r I R• — 4 - - - -- IIEC0110 f 110N Y p. / A N N P_lEl7O COUNT y Q _Qp - - ^ -- Y.._ - — — -!— - ^ -- ' i F • ..' .K ELEVATION 19Q 27L_ _-- _ -OATUM - _�Y�S[. -f�.Sd .L._____..__. _._. - -j ' Q•g- �F'"" t J I .t rN MCH X08*0. 0M FILE 110. F A 1 i --� pR v T No. 14 0- ' �ll"ER CE - a , SM SHEE MATCHU E S o ESN E " �ti E .:. �, �� � �� MAT. �- 1L1N�E,.... so 9 _,gyp 14" �� 943 3cn — 3.;a�' ge �� 3 c — I 22 °6 v o � - $ r3 5 9 3 m _ 07 /9 / j 14 ��b , /6 l5 •9 �, uuw nu N 4 , 306.1 _ LQ o w 1, 3 TA oc, z Y 4 p , _ .I I rye � , � � ( - -� , x:� u, 3'so .N J Y � 1' S i � r �94q,. f. ,� �q 7 6 35 o T© , ;`� � f NQ4 I 35�_ � � mo o' ���.. � 7 -�/o D -,� D-I� � i It , , k , cp h ✓ T � 4 �' y 3,; 5 � 3 3 1 t a� n { . ,,. A A Ne _ 47 � w �� � 4 ,73 3s�g i _ 2 elA7 Y ry l _ Q' p 3 � h r FvDt 'N / C� 30 L NOTE: FOR IRRIGATION DETAILS. NOTES - - 00 AND LEGEND SEE SHEET 16 OF 24. � r� -�- FOR IRRIGATION SPECIFICATIONS SEE SHEET 17 OF 24. t - - 900 0 w `� , / - IRRIGATION NOTES 1. POINT OF CONNECTION FOR INDIVIDUAL LOT AT WATER METER PROVIDED':---_ PRIVATE CONTRACT S h BY OTHERS UNLESS OTHERWISE CALLED OUT ON PLANS. « �� - S AN OIECO - -' ` � — __ a_ 2 / o EIARTMENTOF PuBtic wo�KS I F 32 2, THIS IRRIGATION SYSTEM WAS DESIGNED FOR MINIMUM STATIC WATER 1 5 D COUNTY OF S sI+EEfs ; 110 01Y PRESSURE 85 PSI AND hIAXIMUM WATER PRESSURE 115 PSI, MAXIMUM r IRRfCINTKUw PLAN COU,Qr ,_ _- ` J DEMAND OF 44 GPM, VERIFY ABOVE WATER PRESSURE ON SITE BEFORE COUN OFS4N DIEGO i START OF WORK, TRACT NO. 4421 j j j , _ , COUNTY APPROVEO CHANGES BENCH M ARK CALIFORNIA COOK x 323 /695 T A"" h _ } _. D.n _ DESCRIPTION 1 12" PIN /N CONCRETE -- " App, mod A J M..,,.M ' _ _ ! Em,� of ;;,:« , _, .,; f DELETE ENT /RE SHEET DIRECTOR OF Puec/C WORK-5 REPLACE W /SHT NO 30 l LOCATION '0 65 MILE FR9M_ /NT,_ EL (i4M/N0. DE4 N RTE t t?ALl_.�.__ t 4� k4N SA GG N � � � TA � F f E C/ R O . / n l f � l i � Y / / _Q7RN�R_ - - -- -- .+[. ® AS -BURT 4 RECORD FROM $A NVIE60 COUNTY. a Sr._._QQ75____. -.. _._ , _ «�F L - 0434 ' � ELEVATION _h4p._21!____. .__. -- _DATUM _._SLJdS[ - NCH dos NO.OB?5 ILE N®. 1 z t i 1 � /T yy y .- . .f.' r. w,y .. . M.•41 , M,, , + .,x2 , ri a,�. e� n�ni �h PLASTIC VALVE BOX W /COVER SHRUB HEAD PLASTIC VALVE BOX WITH SNAP TIGHT ELEC. CONNECTOR FINISH GRADE LOCKING COVER MARKED 'GV' FINISH GRADE ELECTRICAL VALVE GALV. RISER � __ CONTROLLER � (2)N STAI NLESS STEEL CLAMPS TOTAL *�' c a� �u PVC SCH. 80 ELL n z _ PVC SCH. 80 RISER ,PVC SCH. 80 NIPPLE REDUCED PRESSURE 00 C`4 -- BACKFLOW PREVENTER 39I" CONTROL WIRE ASSEMBLY UNION GATE 3 VALVE °r° 16 "X 8 "X 11" I #4 BAR STAKE ' -- COMMON W I RE ' VC MAIN LINE PVC IRRIGATION CONCRETE BASE = !�Uh L GALV. UNION LATERAL T SPRINKLERS FINISH GRADE " SWEEP ELL a _ = PVC SCH, 40 STREET ELLS " FINISH 'GRADE t I <r Ck _ I 120 VOLT WIRE - T11" t VC SCH. 40 TEE OR ELL PVC MALE ADAPTER l bt1.t �' -",'. PVC MALE ADAPTER uu PVC SCH, 80 NIPPLE 18" PVC MAIN TO SYSTEM `` (2 REQUIRED) 1 CU.FT, 3/4" CRUSHED (TO IRRI. MAINLIN OF DIRECT ,BURIAL WIRES T� -"� >. _ ONE CUBIC FOOT ROCK IIII (TO REMOTE CONTROL VALVES) PVC LATERAL • _ 3/4" CRUSHED ROCK CONCRETE STABILIZER NOTE: INSTAL BOX SO THAT TOP OF �III�IIJ11 - - III 6" PVC SCH. 40 NIPPLE GALV, ELL COVER IS 2" FINISH GRADE IN 1, SEE MANUAL FOR MOUNTING INSTRUCTIONS, PVC MALE ADAPTER GROUND COVER AREAS 1/2" IN 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODE. 2, ALL WIRING TO BE INSTALLED AS PER LOCAL CODE. 2. TAPE AND BUNDLE EVERY 20 PVC MAIN SUPPLY LINE TURF AREAS t' x, 3• PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BO (WRAP AROUND 'Y" PIPE 15 TIMES). 1 4. COMPACT SOIL ARAOUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. INSTALL 1 CU.FT. PEA GRAVEL SUMP UNDER VALVE FOR,.DOtA1NAGE. � BACKFLOW PREVENTER G GATE VALVE 0. :.,.,r .,. E REMOTE CONTROL VALVE C AUTOMATIC CONTROLLER A SHRUB SPRAY HEAD ' OSCILLATING HEAD (INSTALL PERPENDICULAR 12" TO SLOPE) o ANGLE CONTROL VALVE FINISH GRADE MANUAL ANTI - SIPHON VALVE ANTI - SIPHON a VACUUM "w W /UNION `BREAKER CONTROL VALVE •,- GALV. SCH, 40 LATERAL LINE 3" PVC SCH. 80 NIPPLE SHORT NIPPLE MAIN LINE 1/2" GALV, RISER UNION = � CONTROL WIRE 3/4" STAINLESS STEEL 04 ., GALV. SCH. 40 PVC MALE ADAPTER PVC SCH 80 NIPPLES FINISH GRADE SHORT NIPPLE CLAMP (2) �'� °• WRAP ( LENGTH AS RE9' D) RED BRASS UNION ; _ ' � a Il /l� PVC SCHEDULE 40 -112G '""" ""�` -- Ft1I GRADE /gip/ _ WALK/CURB ALV, SCH, 40 P,ISER .. NOTES: FINISH GRADE _ N -I1Ti l oll /1 C. TO SPRINKLERS , yllt) 'DUI ' 0 -' 01 =111it h =p -' 1. ALL PLASTIC PIPING TO BE : PVC LATERAL S ! _ =uit = O-4 " STAKE 1 D IN TRENCHES, 111311 00 C14 �.� 2, BUNDLE AND TAPE WIRING AT N PLC PIP 2� _� 10' INTERVALS. 3, TIE A LOOSE 20" LOOP IN #4 BAR STAKE ' PVC ELL " _ -- LATERAL LINE II WIRING AT CHANGE OF DIREC- PVC ELL O r 1. 3/4 SIZE MAY BE USED WITH RAINBI,� PVC UNION- TION GREATER THAN 30 ELBOW MODEL UEL -015. PVC SCH, 40 ELL CLEAN BACKFILL -- UNTIE A!l LOOPS AFTER ALL OR TEE PL4IE: 2. INSTALL 6" ABOVE HIGHEST SPRIt$KLER HEAL OR FLOOD `'' CONFECTIONS HAVE BEEN MADE. \ 1, INSTALL 12" ABOVE THE HIGHEST DOWNSTREAM SPRINKLER LEVEL. RECOMMENDED MAXIM 5'• !C_ONSULT LOCAL MAINLINE 4. SE� IRRIGATION SPECIFICA- ° HEAD OR FLOOR LEVEL. CODE). ;�" TIONS.;:FOR BACKFILL AND NOTE: ADJUST DEGREE OF ARC AND DISTANCE OF THROW TO 2. ALL CONFECTIONS ON ASSEMBLY SHALL BE THREADED,✓ COMPACTION REQUIREMENTS. CONFORM WITH SITE, 3, PVC THREADED CONNECTIONS SHALL BE COATED WITH c "RECTORSEAL N0. 5 ". ANTI - SIPHON VALVE JF MANUAL CONTROL VALVE D T RENCHING B IMPACT HEAD J MANUAL ANTI - SIPHON VALVE H e a IRRIGATION LEGEND IRRIGATION NOTES 1. IT IS INTENDED THAT THE CONTRACTOR SHALL INSTALL SYSTEMS THAT ARE :1. VALVES SHALL BE MANIFOLDED TOGETHER WHEREVER POSSIBLE AND SERVED BY SYMBOL MANUFACTUER, MODEL & DESCRIPTION RAD PSI GPM COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY. AN UPSTREAM CONNECTION EQUAL IN SIZE TO LARGEST PIPE SIZE LATERAL LEAVING VALVES UNLESS OTHERWISE NOTED. 2. CONTRACTOR SHALL VERIFY WATER PRESSURES, MAIN LOCATIONS, SIZES, ETC..''' C RAIN BIRD B - 22 - STREAM SPRAY SPRINKLER 20 25 .7 PRIOR TO BEGINNING WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY I). PIPE DOWNSTREAM OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE SIZE 6 RAIN BIRD B -22 -H STREAM SPRAY SPRINKLER 20' 25 1.1 LARGER THAN VALVE SIZE UNLESS OTHERWISE NOTED. f 3. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH RAIN BIRD B -22 -F STREAM SPRAY SPRINKLER 20' 25 1.9 OTHER TRADES. 13. PROVIDE LINE SIZE CHECK VALVES WHERE FIELD CONDITIONS REQUIRE, PER �� RAIN BIRD B -16 -Q LOW ANGLE STREAM SPRAY 15' 25 .7 PLANS, AND /OR AS DIRECTED. 8 RAIN BIRD B -16 -H LOW ANGLE STREAM SPRAY is 25 1.1 4• CONNECTIONS MADE FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTALLY. I "- REMOVE BURRS FROM GIP AND PVC PIPE ENDS PRIOR TO CONNECTING OR RAIN BIRD B - -F LOW ANGLE STREAM SPRAY ' S' 25 1.9 5• PROVIDE MINIMUM 18" COVER OVER ALL PRESSURE MAIN LINE PIPING AND 12" SOLVENT WELDING. ; T N� OVER ALL NON - PRESSURE LATERAL LINE PIPING. ALL PIPE UNDER PAVED AREAS / C OR POOR WORKMANSHIP SHALL BE REPLACED OR RAIN BIRD 25 PJDA -TNT - PART CIRCLE IMPACT SPRINKLER 36' 35 3.4 (9/64" NOZZLE) SHALL BE PVC SCHEDULE 40 INSTALLED PRIOR TO PAVING. PIPE SHALL NOT BE ANY DEFECTIVE MATERIAL C,,L►F I Q � RAIN BIRD 20 ADV FULL CIRCLE IMPACT SPRINKLER 39' 40 2.9 (1 /8" NOZZLE) BENT TO ACHIEVE DIRECTIONAL CHANGE. CORRECTED BY THE CONTRACTOR AT NO COST TO THE OWNER. a `l 6. THIS DESIGN IS DIAGRAMATIC. EQUIPMENT SHOWN IN PAVED AREAS IS FOR PRIVATE: C O IV TR ACT: ! RAIN BIRD EFA SERIES ELECTRIC REMOTE CONTROL VALVE - IN GREEN RECTANGULAR VALVE BOX CHAMPION NO. 300 MANUAL ANGLE CONTROL VALVE - SEE PLAN FOR SIZE DESIGN CLARIFICATION ONLY AND TO BE INSTALLED WITHIN PLANTED _ AREAS WHEREVER POSSIBLE. ALL PI PING SHALL BE LOCATED ALONG EDGES �+ COUNTY Of , -,SAN DIEGO ® CHAMPION NO. 466 MANUAL ANTI - SIPHON VALVE - 1" SIZE OF PLANTING AREAS EXCEPT WHERE INFEASIBLE TO DO SO. 16 OE►ARTYENTOF 0tt&JC ON04KB 7 ® CHAMPION NO. 362 ANGLE VACUUM BREAKER,'- LINE SIZE 7. CONTRACTOR SHALL NOT WILLFULLY INSTALL THE SYSTEM AS DE51GNED WHEN tARIGATION DETAILS, NOTES, IQENfl 1 RAIN BIRD RPA REDUCED PRESSURE E}ACKFLOW PREVENTER IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFER- C OUNTY OF SAN D IEGO ENCES EXIST THAT WERE NOT KNOWN DURING DESIGNING. SUCH CONDITIONS IRRITROL MC- SERIES AUTOMATIC CONTROLLER W /PEDESTAL MOUNT - SEE PLAN FOR SIZE SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRE- Z ►/ HAMMOND GATE VALVE - LfNE SIZE SENTATIVE AND /OR LANDSCAPE ARCHITECT. OTHERWISE THE CONTRACTOR MUST TRACT N0. 4421 -1 VALCON ADV ON RISER ANTI-DRAIN VALVE - LINE SIZE ASSUME FULL RESPONSIBILITY FOR ANY NECESSARY REVISIONS. �Y p C iA 9ENJC1-1 WtARK ' SEE DETAILS) AS REOUIRED LIFORM1A000ROINATEINDfk 323- 95 -- NON PRESSURE L4TLRAL LINE CLASS 200, PVC - BURY 12" T CONTRACTOR SHALL FLUSH ALL LINES AND ADJUST ALL HEADS FOR MAXIMUM ok e.r+..« AppmwWh a" OEtCAI/T10N ► /? /N Q= yncTE 11�r..m�w Ew�..a.1.A.. PERFORMANCE AND TO PREVENT OVERSPRAY ONTO WALKS, DRIVES AND BUILD- ELETE ENT /RE SHEET pMcrowos ruic.c WO+eR9 -- PRttiSURL MAIN LINE SCHI'DUIL 40 PVC - BURY 18 INGS AS MUCH AS POSSIBLE. THIS SHALL INCLUDE SELECTING THE BEST ZA REPLACE GV /Sf/ L - T. Ng Z§ P /, 1� - CON1kOLLkR StQULNCE r DEGREE OF ARC TO FIT EXISTING SITE CONDITIONS. LOCATION /��/ I N I M` O� yALVt S1 - CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS SHOWN ON DETAILS. NEcoNOfIIOM Y 56[Y 'AS- BUILT" I � gEn (p _ tNMM94. " � A � ZY1- t ��� ST W - w•+w r+ L L -0434 - -GVNi (dAtLON> k'tk MIN00 1U. CONTRACTOR SHALL USE TRIANGULAR SPACING WHERE FIELD CONDITIONS PERMIT. ELEVATION DATUM -- -'-�'p �"" " s L .rte.....•_.- IIICH P ✓OB NO. FILE 110. A _ �A!h� k!,v :: ! , it .f, backflll f tt(;tltl,,l;q to dty �,n• -ft) wh l � h t : e, t j adt•s t w Ithoutedl plln, ..11r , �c t 1���tt ca �) '110 1 l ! ! :In( ,ot � t It t o a,t 1 i 'a•nl 'IRRIGATION SPECIFICATIONS d condit l., , Iv( edcr,I , I in11 !tit ,t; .t l r t :k z. 1 Plate Initial Larki 111 „n a1► ( our, of i tin•. ur I :,'f „I [ r r.'; acenlent- . Lit f °• to own„[ s OLiIgatIon to make flnaI Ipaymcnt unfit the con- F tin uler nlaftArlal. No foreign ma ll et larger then In r,17e will L�F tract . - pe nn �* Plar.tic Fitting: Pvi, Type I. If :..chedule 40, NSF % (L) Contractor al:,o ehal•1 be rRsponsI Ill lc for damage to any approved on all ptuse.ule lines, 17) TESI 'I4f a t w„[k covered by the apeclfI cat ione :,e fore final acceptance PVC, Type I. IPS Schedule {0, hSF approved (in all non - of thv work, He shall securely t:cter all opoen r,. ;s into yI pP NOTE[ The yene[a spacial conditions r.ut rd hcra -,n are At, inter- pressure lines. (a) No tt�st Intl r; hall take 11oI .•, nor fr,1' wtl a•I I et lowtad the systems and cover all apparatut., equipment and appliances, pal part 0, tD 4 both befo ndscape plans and mu:,t bt carefully conlSid- Into any system, befof f• t hU solvt•1,t. m,lnut'lCt ul l r' ered 111 C re and after being set [r, place to prevent obstruc- Cou tin s: shall be Ir,a few\ extruded stock, ranted 1 �nnect io '- !p[rawith. P 9 nN'tided cur lily t im too:- c j t(: , , . duns In th. pipes and th,' Lrc.lF.ayt•, nr:;use or dte.flgurment with a taper. PURPOSE OF THE SPE'CIfICA- PIONS of the appalatun, C1l111JIGICnt, ur aphllance. All Plastic f<ttrngs: shall Lie Plot Ided fIItlml-I . lt•1 Ta•st till pill .urt link' ,,:.1.k' hydr<, :,tatt< pre:. u,t tit 12S Icl Cuntract „1 ch,,Il adequately prat, ct adjacent pt! pc'rty as p ,ll,us jxrl squ.lra• inc tt .vii to r:t all n't, r ese ur.e llnCs It is the intent of these specificit"NINIy that: plovldet# Ly law and contract d ILI- (talyanized PIVS under exratlng sttitic pressure to prove both water tight. (1) THE W�✓RK of asseretblin(T and ur.L- llling _ s.stcrn, will !ia') A.LE- ; : : �_ _V i f:( :__�r.__�t,'_'1 t.>N IF . .'f'. AND APIh l,F M,,KK: Calvanlzed pipe Int.,t l) shall be Schedule 40 c;alvanlzed ltr.ra tc,L not It',;, th.rn fuut hours, be aeheived in an effective and ,atlstact�`ty(y n!,fr.nrr accurl!11,'.I t0 - -- -- - - steel pit,- ASTM Al2U -e1T thteodod, cuuplt•u ar,u hot Alp It ltaks levtlop, replact• )ull,t[, and [, i dt test until the highest workmanlike standards estal.11 hid ttl sprinkltc (al I lo” Inil lit unlit :pvcted writ ti. I, , lot Iatt „r ' _half nut cause ydlvanlwed w/ 150 p"uncis, gal vat Iz,•d Itlalluatle Iron fit- lire ieyst,am is pruvun eat t[ tiyl.t installation and operation `' t r allow any of his wall t„ no IIivk'rt:d r,I enclo,;ed until tangs, branded pattern, and giiv„nlzed steel c upllnys. t, I t has taen Inspected, tc :.tk'lf .,r.d al.pruved by the •.weer. Pipe size noallnal In <ide dlaintter unlos, uthetwlse noted (d) 'Ftigt'S shall Lk' oL;, :rva -ci an .,ppr,fL', I t,y archltel :t furor to :should alit of his work bill ,n lu -ed or c„vtrta•d Lefotc t or "c Indlrated_ ktlll. (1) TFiAT f i_Y t e o p t L. con,(,iet.e to every ['f[±t' t .,nit ln,pect[un ant: tr•;t, hr -I till II kil r till .(Itk at t', 11 ,tali shall be left ready Eor the operation to the otl.far'tt,f, o %tit' Stre••l .;boor: stay be rnatdlled only as fart tit the did (e) Cion cn(nj,it -tion of each ta:;c (&w „ti, tilt[ e v'. I xl.ci_., it , cdal to al turd lha• neat x :.,d[y In - ,peat ion by the )u- - table i Iye•1 asac, ably under rotor pop- up _;pr lnkltrr, p Ili, - t<w „hall Ownt L -: TJ1Crul Urt', the reel Ul[el11tt 11tti O1 th,'b 'If Iral l•)n.i at"st �� f'n I1 - a - part of the sprinkler system contract . or wtart- shuwn on pl,lf,s. 1` testad ' und au)u stud to fli l uric ra tort , :nu'IIU:. wT "'`*• :+ ) '•c,n ; it .1 k'1 ke!'t1no (It w„tK un.lp(,ruv.Ld of work tallIi,y (ti ,....,,•,• te :.tlfill shAII bl coral - I,tI of It [.I! approved for for !n $COPE OF WOR 11,1t 1,11 Ivl.t 11)y , •I 11, Spc1 t Iou- voik which lot l . Ir1t 1 if A: I I,,,._(��nK•I.l 1 n ;.,r,r lily t,1 all 1•la1.t:: '.It t, t._. :: , , Ill ct ,.0 ,•r t, ...t shatI t,.' rr:l.1x•ct,J ur r,I, Ir,:- AlI .t t,'st,» ca•:na•nt l•rp,• sL,I [ Lie auluc1,fv.• IArerd at<d ,. rxl pa•t l:ncu r., ll) THE_WI)VV Included In these• sper•lflc'dtII,, :h,,ll I)I, I,t I t Ihit , a , ntIa.l I[ will I -.cy to[ any dtl,lltI'll .l Ilfpi If r.eln.pa't <,t..,ll contdit, not n.,:[r than one r•lccnt un , :omtined ca - I l.oc::, It) •111 I F 1 J i q reds ! hall t tl „r, i fur t,: c I itIL, and td ACS of rid 811 other costs, furnl.,P.iny of all labor, too I smote[ til >. i>.•rR,<t I. "pl.l tar„ , . t - , rI t 1 r, t, st Ir y a t the r arc (t or I) jH•I t,,n,r ,)t t 1,,. 11.1 f. ur „ xl,lc. Tht to ­ t t o, ,,;t t a'. dire, t k'1 L' t i l l L.,:,It., ,, ,. t•., , h: t t _ - Y t.0 untumhlne.l L hyurox , , I tt. 1l It drill t11,(�.t `- , , •k'dl•le qt Ink' Jw [ 1 [ L, dot l,•[ 1:'•.1 [, 1 f.t it C till I'1t' �h.,i1 ht' !r: at �a•3 ❑ f,• 1 1. 1 1c .;t with ltA' dl (.'L,1tx ill the cor.tlacllny, no .ally end il(1.r U(: 1.It a' t,Ir the- 1k',•t,,l )i ; c>,fAI. •.c ,,,,lion' owl !'y vl,(I t. I., r Ill. 1,k' FIn. [Ivan W.,te ^. w.,[a ASS, loft I .t an (iii I'r.,l! ! r. •r t.: I.. 1 +r u: , l an I :i.I I ,' t •. r.. -i. a ; ( uYt!(f ' ldt lOn Ot a spr i n} lit`[ cyst ern ties hc[a 1 1. l t :t'd .tr.d :, t�uwn OIL ". �N J• u,.c\ i Lv t t.r .w , r tit l i . �[ t r „,:. p[ :.y! , , � r,l '. 1a.r - •:( t�, i : l,'J ling L;,,ler qt ill [ „ i t„r,,! drawl t riyS '. f 1 '! c,. %t 1.,1 1..r.t 1 t ,l.fl .)t t,;l Ir 1 a,f I.. t -- - , kk > •ad, Aj I ,[ (r.l let t ,• ilL�, rihdi I Lc• of t t ' r 1 l l bt - _.. :.( L yl�.• and -•1 u.,,,t,• of !ue runttu_.ttit. It t ., la rods l. - .l p.• nuun - 1, tc La .f ul., r, rh. I , I,u,c,f.at 1k' a ,t lriwte' •.,..1,•l "is 11 „1;I AttA 1r ttit• Ic,f. ,�i .,!,u :,hall t.e iu. t.11la-d a•; t, t.,1r., 1•'I L )d. fEV1ION Iron t1'.a :SC Spe4 it a,nn t[.,.I the :.glcavl. ant. .at tl r1a�. t `tiilt tai, t• I ;•., ,r r,•tk',tln• }. ,,t ,'1 t.l. , ft•tali „t , :rawiny... or I I ur thu general cundlt ton I :> outhl)t 1 :au „rid Lion s 71 "_l' .. n.., 1t'.c :,1 r 1nk1a i sy..tcm I , <InIli :l :teal, th t all t•a',p,adr, 1 '.1 ". "! 11 rh ( ur,ICSS the tai it tun out i.'r l..ut 1, -1., - ,gill ,i ti c_ _ • till I bit , .[ .111 lwl tu11n , Iliagv I ..I In tit,• p[esrnru of tr. ntv• dt.,i r ,c t I„ al, tt It fl.'. "ov. ray, I I , r.plc•te iii a:u'gyate. the owner[ o[ Lie; al %l [epra :,ental lcr. f,. ,..0 c.ltautc.l t:. ' ^'r � !. 1 : 't ;.[oyl. I '�"✓�al'etcnt .uptrtnl. nit. .t an.f ley '. 1.,. . I',,' lu'.. 4. ,. k';_ with t,and ► heel t u uj,a•ra _ ddV aliCe fl ,Jf at.i �. d t 1 , t .'Wf.t 1 'I t1a• 1. 1 , L ,h h., a ) ,afla' V.1; e, f i l l ai LC 1Y' "R. ;it le to t•'•t I ll i..' hl u•ea In c „I :t; otty t: h<ti, ( If ,IiccI Indd.Iyu,fcl,� ut a 1w ► lei s ,, I [, [:1, _ tl.. „ :nt r.a,t 1 ,I. L, at- ,.•ncc an,1 .•1I 1 , 1 , ..1 t.: v, :.t.;.' „I, l y will t. di 1­ J­ u,t Juurtt.,I, by owner v, r „It G kNEkAI. CVN bl'] IN tie. r to t I„ n (1) E I( ,: t,, „U •,l I. 1 •• rl !, i w n.,. ( k 1a .., ,, ,, ' • t , � n r 1 3 L t 1 1 i *n t ” I t ' ll t t 4 1 to ,•, t � I j _ p 1 I 1 1 1” r,l Au t omit la:' I. t .,hull (x• hLtl C(I)N /,Nh lIl [_}It'I' a 1 ,[ , tJ.tF ti; ;: ..(r t i ., t. I.. ..n.l ,-\,,, > ,,n� �t.all !,.,. a. > : *,,, , 1, .e t , 1 l lan.s 1 ,..,,.;, 1 .,� ,] t' a•: .r.,llrale•1 t3i' the• u[,f►,1, v.l lvf -; .1, ; w�, �.i _.}'';'FM The cur.!ractu[ shall at•ide Ly anti ,oa,ply wItt, thl• tl L' intert 'r, the )�.I, ,f all t IItIt:. Arld of t • ,+ 1 Ili ..Irrl1 to, , ! '!lc[ In ..fr�. 1.wn�•ri�ai '.ayu. ^tc a•. -- -.-- -- rtx'anl rig _tit, d(aw lny :, ,v.,I •.f "(_ I t1 ,lit t „ 1, I . t ,, wLc l: _ and shall nut avail hln 1t I 1 11. i al., „1 , ., 1 1 r , i} 1t •'' V I hi' Ch - I 1.., rt ,:: t h, w.. t, ,..� .' !..' , ... :. ,,.. - , , ., I ' : ,1 fir i f - _ _. ..- mani[t _;t t trur ! AIL-Ll[,r, L.hf,ulll oily I [1 ., r „r 1.; 1 . (g, •',i !lilt 1 ., I WI r t. ,h : h !+• t,UOV . . 1 nr; 1. naf ,_,• ! not Laru.;cepu A[cL1lt ct [ i fit. l ,./ I' t i 0, 1 y .,, I . t ,,, (, 1,u,r 1, Lit t .F.. L. .,p1 r, ,,1 14 pll ,t tail l ut, rh.,t ,ill � t the field. Ft yun•_�, dtmc n 11 n:. "n t!,. tr ,.,ry ' -: h..fll r `. ... t ,, ,r, r mta..uren r,t - 1 t t :., t ! IL � lrr l.•vit t. ..,t , .. , ,, .,' : ., 't a v[ „� , , " p ,) ,t. t cedence ove ,e.• Ly .,:.1 .1 r.;1: , fl .,.,r ;_ t: rl, ,r, 1t I. 1. a. ,Itn. a. ,. , w1 ,. ,t I .r. I,.r ., ,, c , isht d sh311 take pre, t I V. , "v• 1 t n, !• Ia r II- ` i, 1 ; ,I,1 1 1. , ",' :. i -I , I t i �_ ,t ... ,un_. r t . [ r . , ,,t ,. ,r I , 1 1 , . .,, f ('till [ ', . t I All ,t Ic t • I �' � '11'111 ' c v , r :Ill (2) SURV kIi- �L "v F NU kEt U1:. _, )1!: I I I 1 ,,1, 1 I I., Ic hM t The owner shall ruin lsh all ,,[J, l.ri ;t••• I.t' , JI .... r,f 1t,61, al •I .f • , 1 . -[ I t, a t. 1 1 , t , IL t , -. .'r w. ., I., t t•. !, t I I r. w t [. t t ••Ff , i Ail . , .e a ><t (,•rw' ,'.f!, r, , C„ .l t.t1 rt.rl ,) r• - Icrmlts and lic(r ' I rto-,.'n:,,n) :[ r -. I r. +,• - I 1 r I t .. - ,>, „ut ,n:. ,t 1„ I1' t Ott, dr l i ,relit ..' ,, ur.,.lr �..•,t 1,,, r L.UIIUII r t nc ud I II l (; but 1.01 11111, t , In tIH ., 1 I i - ,,I 1 I.h1I .rim, SL, tr 1 I 1 f 4A i , '” I• •' .,t,- It l' I. , 1, t, ,..!.,I;, t,. "Lf I I1 I•., n i tf , -... � 1• _._ .. ,1 ' wo.r, lncluti,.i ,n then' hl, +r:, ....11 tc r AI , t I,.o a) Irnst all u• ire• ti <,nd c7.,lLUnct It r. It w,11 MILO hip a11,1 1f Iaatwrlalr f..[ a pr11(,J I:f or.e yr•,II bout toil' t , late •, final ` a.','rh LafL'e i) (l. t• tiw f.t[ .•,IiUUltt a, )' tr.'(.o 1, ,1. V.•]ul, wit rl'- 114 "' 1L I lie t1"' Ff, t'<'11 fed a ,.�Vt' ,Ii 1 Lt oiy rcja[[,; and /ur ra,:k'ur tot sl o f i I r , i, r, an e ed- x � t 1, c' - P at nu , I.!_!Iv I••, ..,1 cue -t t l ! :,. ,w t.ct ;h.• uwnrr ice It I to Itit I r ;Ili t., a k, c'tcr 'lc n, y r, f..,1r•. wit l.,.0 t. t -'I ltv- .,.y, illy [Lk' •.. :.t r act t., g till I ,111 Cc LIWI I it I Ii. or LL:( bu 1 Idl n , : 'r t alit lnr I'll .I t I. 1: 1 t tit` .. I r.. • : r, t Va hl t h.' l'(tLr I -! I the• 1 oil Shall Lt :.eeurei and pai,f t, r by the 1, !`it tall [ l: r Ii: l Cha' uwne[' wk' It 1 1 • , 1• •'..1. ., t : I'1°'gtAl. r.r r n,.fy 1'• t' •[ wittl;; .� SJU V'h' T ' t F l• MEN�1• 5- (3) W Nv r ,,: L yl r 111 l.a 1'•I. tt y cu. n, t, at I tit (a) All irrigation shall be 11, dccordat Ill plan:, I :,d _ _� 1 I. Ior, � � ) th,- lull x e th d • ..� c.2 I „'r Cunt. tt U,. f' a' CI)litrat -t i,l - y, spec rfications. 1,. kee;, I t t -1 , '.t 1: 1'11 led: .,k':1 ! , • , , , ,) 11 l'r III , . ! 't ,'.. ta il l•'t i'. .I'J ry.', till V it q 'x (b) The contractor et,all ChuC {. dRd Veri t}' all .11 aA•n l<, t,s „ t , ll±l_. ,___..1?' I t w1 p „ r 1„ t ,1 .; I tic fcl, t 11 • .f y tLc ut t t r !.,r ., a ,. t t t h a u 1 I, t I r l a. , 1 ,, a „t I i, 1.• .. indi cated on th plot plan. TLe c.,nt r,frt„1 :;h . tl,rtr.,. r .I ': I; I!. t,1•. , r „I ,rj •.., r, -r, ,t r,,ll ' - � (.,'i • I'. '.,f1l,ft ,,,•. , ='nt [,tat, � ,.f; I .t• ,,,,' 1.. acknowledge that lie ha l; verified all dImru:IIno dr,u I,, :t, Io UI'"It'ill ,11,.1 w „'.t. t,. tt., t r...t tt I[ 1 i' Flt =•k''1 . tttWL tit, 1 f 1 .lull• r.upj'ly linen, r,,utny „nil: l,•aa• ;.,r I,t '.f t u r 1. 15�r ul any 11[„1. shall indicate all dlr.crepanoti in plot Plan, if ar,y_ ow 1.4 1 , Any indicated dr;c•tepanclt•a wl lt be c heck ell Irt61,eU1 , \ „1, i oyull .t,a11 1i ' „ Ly al f'r[ .f t In t •,I I „tt )r r 1. t. r ICI I '1[ 1A, tall °,' ni�.l :. _...a I I t ry ,.I ,:, LI -,1 t 1 ” 1 ( r t I, r , r t , e , '[I f. .tt 1 V, b the owner L In l Icld mtrasurcnu ills a il: I f at ul, ru panty be found, the owner wil ,t II,n. l nna 1 il' \ r „lx rill t, n (It all G ' ill. eli.i A . ,,, I, "A k day. „ > I, authorlce, In wfltlny. •,li . necessary addations or deletions, if Iny , ll .fpllr•ilcl ht,t.I t.,ll be ...'t ,,r 1St) e tcltt t . O !t Kr:51 u.f IBIL [ ", !dI't ul .h,11i tct r: r 1, . .- -- �----_.. IarL.m„ddt•' o,,,f (� „r.•,I.1,1 tluwtL ,.t a.,l.,'ent print ^,.,t t.al ll .., ..t L. a »!...•r wL the tull;_,w l (c) If the contractor should fail to nail try it tit a>wr,er, he ,,, [ ,tl t i ily dY Fr.,t alit ♦c,lk ,.f it,l nett l„n .,nil v.th 1 1 „ 1•111,1 At -111 II.I, It- ;.hill nl,t 1 hrhlc.l any pl.int Lfi,ltcrl.tl sot Ll,t,,,l „' tilt work shall, In all events, supply all item; in,llcated by th, i1, pill, tie „c „t w„1. t•t till k'•!,,1,, t!L,t f..tLtc y1a•wt!, w,a „1 t.aFd11 tl,c eftcrttvern t that Plot plan without the I lyht to coruj,e its, :tt , r, t AI arty I.. ,, w•, ..,r ,,: t va tvc e saty addl t cons. 1::; ill ttt t ,..1 rt,iiI tit L• Ch.- l,wriet - r. I••�rnt at live :,hill. nut,. , .. 1 ,:t a k ") I rontlull,t. Q ' .d! -. tr xr, tt., t! II I.r ;,11,1. t1 , � I all ,�I��, .. . - t., be 1 - 1 a / ' ', •t d. ,.. I '•�S,q ••I at it nail. Ua i (4) S s ft .l alit aHl�tt 1. a !, went h. 'r , ur.t 11 t r ,l „t ..,.I :,tt�r_.In.�r l,c[ ...u' C „I I I I ift 1,k' 'c t [I� Ilk'l and valve ; F At1NG ,1F S R N L n(p key Ic1 ontc.,llel _.- K ER I FADS and l - .It brill ,)t V,AIV and Ya,'UUm 1 , •t C, 1U1 1y not, I' r' t It l l ,I.,•aI 'It,,. Ia t.. t„r I. :'JTIr 1 :1, ) NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText NoText