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SOUTH CARLSBAq STATE BEACH 1 I -- N --+-- 1 I I C L 114WWM110 r �w.Wwu.e I ■aoean li 1 I °e+asun eu ewrq 0 pt ,APP N' VICINITY MAP /VO SC,4GE /O s f 0 ero,Pre9 /O• /r SANDBAG CHECK DAMS FOR UNPAVED STREETS (NO SCALE) W AA p A p 7ZOP610 e^srt7454®o ,j LGVOIL IV 17N T.C. L6 TEMPORARY DESILTIN , BASIN UPSTREAM OF ALL CURB INLETS (NO SCALE) 24" F - I !e :t t - 6rE341`f L. /NZ- AX, - I //, E 2:1 Constructed Slope A TYPICAL SECTION 1 (PRIVATE STREETS) NO SCALE ,Z1101TSOFGelfVING PEP 7/Y/ .4359 44,e /E5 60'70 /00' Ir'^' 60' U1•TMAATE R/W _ 1 40' PROPOSED DEDICATION _ /O'.SLx e4sz NA 1•• TYPE 'A' KM (TYP,) , I I r \� z 2y O eye' 2ol1i \ I TR9CTURAI SECTION _ ' NOTE 2 ,PO,UGH GrPAOE L //VL✓. TYPICAL SECTION —SKY LOFT ROAD OFFS /T.E G/Py0/NG FO.P s�,eEEr NO SCAL E 9AT/QgITOS? I _ LAGOON K / Q N / C1- v1 i 1 � 0 MON IWIR4 GENERAL NOTES: COUNT Of SAN D /,EGO TENTAT /�j MAP 4�G� ti ' -1 STS GN ice, SYf 1, APPROVAL Of THIS GRADING PLAN DOES NOT CONSTITUTE B %T /QU /TOS LAGOON DAYLIGHT GRADING LINE APPROVAL OF VERTICAL OR HORIZONTAL ALIGNMENT OF ANY PR /VATS ROAD SHOWN HEREON FOR COUNTY ROAD 00 4,11 NB7 °EC'S/o "W PURPOSES. /0 _6 "73" FILL OR CUT BANK E: / 3 _ ,� 2. FINAL APPROVAL OF THESE GRADING PLANS IS SUBJECT TO NL 35'1 "� �A CO Jry ! FINAL APPROVAL OF THE ASSOCIATED IMPROVEMENT PLANS W HERE APPL ICABL E, FINAL CURB G RADE EL EVATIONS yV �" TOO PAD ELEVATION MAY REQUIRE CHANGES IN THESE PLANS. 3. IMPORT MATERIAL SHALL BE OBTAINED FROM A LEGAL to STORM DRAIN p -F� u '<./ _ _ __ SITE. / \ I N 4. A CONSTRUCTION, EXCAVATION ENCROACHMENT PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE INLET - TYPE B" D -2 o REQUIRED FOR ANY WORK IN THE COUNTY RIGHT -OF -WAY. DECCAPAT/ONOF PESPONS/BLE CN•9PGE h /19,P IV z/6 - //0-27 LJ = /HEPEBYD,EC,L,4,ee OT /4NTyEE✓G /NEEPOF \ TYPE f ° CATCH BAS /N D -oO 5. ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN WOPKFDP TH /SPYOJECT, T/> 4T/////VE EYEPC/SED . , r LOT 96 I BROW D ITCH TYPE 6" D- 7S /ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS: PESPONS/BLE CH9PGEOVEPTYEDES /GNOfT.YE _k , ( 6. THE CONTRACTOR SHALL VERIFY THE EXISTENCE AND PPO ✓ECT 950Ef/{7E0/rt LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. B!/S7NESSANOPPOF�55 /Ot/SCODE ANDIH4r7%f LIMITS OF GRADING - / - -Jf -- NOTICE OF THE PROPOSED WORK SHALL BE GIVEN TO THE DES /GN /S - OA / /T/1e1wWffA FOLLOWINGAGENCIES: /UNOEPSTANO THgTT/1E C6'ECKOFP,PO4/ECT D/PAW- N 60 I - SAN DIEGO GAS & ELECTRIC SLOTTED DRAIN HEADER TJ - /B PACIFIC TELEPHONE - IA165 AND S °EC /f /CATIONS BY T//E COUNTY OF = 1 U �� CATV: SAND / EGO /SCOtF/NEDTOAPEIv/EjYONLYAND SEWER: 11E Ll �tiTi� - ✓/> r�,�, /e... DOESNOT.P,EL /EI/E/YIE AS ENG/(/EE.POFGYO?/t', RETAINING WALL /" /P ST( LiV✓GC J_ _ _ _ _ WATER. ,tiA/G /f' .:7/ N OFiY1YPES�°ONS /B /L /T /ES FOPPPO ✓ECTpES /G�! ° 1 _ Q � ` 1� � � �- � 7. A SO /LS REPORT MAY BE REQUIRED PRIOR TO THE �L,9GGE- STEVENSeW55CI lTES /NC. 11 (� LIMITS OF INNUNDATION lx ISSUANCE OF A BUILDING PERMIT. 3/// CAiY! /NO DEL ,P70 /YO,PT,//, S,U1TE 700 � L') � � , �J 8 APPROVAL Or THESE PLANS BY THE DIRECTOR OF PUBLIC SAND /EGO CA. 9e109-175; n WORKS DOES NOT AUTHORIZE ANY WORK OR GRADING ((� rr E -;y 11 j iT `� \ PER - TEC (6 /y� 282'8502 n ^ RIPARIAN AREAS TO BE PERFORMED UNTIL THE PROPERTY OWNER'S N MISSION HAS BEEN OBTAINED AND A VALID GRADING h PERMIT HAS BEEN ISSUED. �.D. f14 Z' STREET GRADE ��► BYr 3/972 ) aI �� �< DATE : �;,•, y O W J v t 9. THE DIRECTOR OF PUBLIC WORKS' APPROVAL OF THESE 1 i / = "5.0, �� EXP/PES /2 -88 _ _ N \ ry - PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL / / N \ ° O �� Q p TYPe f! "CCEANOUT D_9 _ ,F' C/:. NO. APPROVAL OF ANY FOUNDATIONS FOR STRUCTURES TO BE .: � � _ — — PLACED ON THE AREA COVERED BY THESE PLANS. NO N TYPE G CATCH B/9S /N D-S WAIVER OF THE GRADING ORDINANCE REQUIREMENTS - = m N / , S %iL /rIN t''� "Y < ' `." - -♦ f �� H t.... «......» CONCERNING MINIMUM COVER OVER EXPANSIVE SO /LS IS SL/BO�'/9 //✓ SEA e MADE OR IMPLIED (SECTIONS87.403 & 87.410). ANY SUCH �Ame® 1 -9 / HO -/2 ti Natural Ground -ate Material 3 feat E — to minimum elope 12 -inch well toe key 7 feet f #-- co mpacted _ 1r. en11 ! ///''' Ear � t: �.. m, , 7_ I hereby state that this grading plan has preserved a minimum of one hundred (100) square feet of solar access for each lot created by this subdivision pursuant to section 81.401 (n) of the Subdivision Ordinance. Donald A. Mitchell RCE. 31972 - Exp. 12/31/88 KEY MAP 4 -inch minimum Filter. material 4 -Inch minimum 1 -inch diameter )rain pipe r FILL TOE SUBDRAIN DETAIL I MONTE NOT DRAWN TO SCALE San Diego Cou 'Q A. L,- S Z/6 D.CJ-A 1N Of -14 1111 L Stevens �/� U C•�/ s No. 25293 / EX P. 12 -31.89 CIVIL -_ — - Be Obtained For Waste Or import Area. DAYLIGHT NATURAL POINT STRUCTURE�• GRADE , SPECIAL CONDITIONS IF ANY ARCHAEOLOGICAL R£SUURCESARE OWNER /PERMITEE: - .-- __._.. _..__.....- . .. DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING ESPOSITO DEVELOPMENT CO., A CALIFORNIA LIMITED PARTNERSHIP OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY AND t- I %MIN- 1 % MIN. 3222 ST. ALBANS DRIVE THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS -*- HIGH LOS ALAMITOS , CA. 90720 (213) 493-1062 OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOM t ; POINT GENERAL PARTNER: ESPO CORP. MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN PRESIDENT : JAMES ESPOSITO AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO. �J PEA GRAVEL BACKFILL DRAINAGE OF LOTS - ice, ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH COUNTY OF SAN 4 ) IN TRENCH TO ALLOW MINOR LEGAL DESCRIPTION: DIEGO DRAWINGS DS -8, DS -10, DS -11, AND D -75 EXCEPT WHEN SUPERCEIIEO- RUNOFF TO PERCOLATE BACK VV DAYLIGHT LINES BY DETAILS ON THIS PLAN. INTO SURROUNDING GROUND. 0 REAR OF PADS SOUTHWEST AND NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 34, DURING MAJOR RUNOFFS TOWNSHIP 12 SOUTH, RANGE 4 WEST ACCORDING TO UNITED STATES GOVERNMENT 16. ADD 200 FEET TO ALL GRADES TO OCT TRUE ELEVATION. DRAINAGE WILL SHEET FLOW SURVEY APPROVED OCT. 25, 1875. OVER NATURAL BANKS. /% Finished grading shall be certified by a registered Civil Engineer and r^ NpFESS/C, inspected by the County Engineer.for drainage clearance. Approval of /V 7 S, , A w the rough grading does not certify finished grading because of potential surface drainage problems that may be created by landscaping In addition to standard grading 4 ' �- f7o s accomplished after rough grading certification. If a grading permit 7r Conditions, the applicant /developer shall be required to conform to LANDSCAPING PLANS APPROVED TO BE IN CONFORMANCE WITH # r not required for the project, a registered Civil Engineer's the specific conditions applicable to coastal areas. These specific RESOLUTIONS OF APPROVAL FOR T.M. 4563 ( CONDITION - certification for the drainage clearance shall still be required. Conditions shall include, but not be limited to, temporary berming C15c) & P85 -082 (CONDITION ApAll"IltONFIGURATION & GRAD- t Yt around lot pads, planting of manufactured slopes with erosion- IIG OF WT 34 COMPLIES WITH APPROVED MAP ON FILE WITH t�ntrolling plant materials, installation of desilting basins, etc., THE DEPARTMENT OF PLANNING. VJ to the satisfaction of the,Director of Public Works. No grading shah �� �.� o! A - 2,0, In? PRIVATE CONTRACT �N be in the period between October 1 and April 15. UIRECTUR OF PLANNING {'. .; iA \ PERMITS SHEET I COUNTY OF SAN DIEGO / : FIJ \ KLAGGE a STEVENS & ASSOCIATES, INC. / / � / 1: Mr{ EX /S T. CIvWStructural Engineers- Land Surveyors. Planners EPT /F /EG E / / ES 7 �D I DEPARTMENT OF PUBLIC WORKS SHEETS (w X 3111 Cawma del Ab sun. 700 a Too , ben OMga CA #2108-1754 • (a 19) 2624502 - / _ v G PRDE CERTIFIED OR COAST R.fRMTT MIIMRFD OWN BY: 1 PROJECT NO. I DATE GRADING PLANS FOR: T CKD BY: I % �'_i!7 TI" MAJOR USE PERMIT ND. P85 -082 O� / N/ OF SAN ��% � N 30T O 40't N I TENTATIVE MAP W, 4563 � ✓ � //L y COUNTY APPROVED CHANGES BENCH MARK \ - V CALIFORNIA COORDINATE INDEX - -- - / -, No. Dauription Approved by Data 178 STANDARD SAN DIEGO 0. C. COUNTY Ge4D //16 OfEX /5 T, D /,PT,e,0 " �'` CF/ANGEO WE /�PONNEYA4P oESClll ► non- Emp;A «rmrWm,k t DISC, SET IN CONC. SIDEWALK DIRECTOR OF PUBLIC WORKS Z LOCATIOM: S.E. CORNER OF RRTDPF 57_46n R.c.E CAC O L&J 2C r rg r/ ��1 \Q BY ` e_�rf '2 293 �e i j' r' ' RECOIIO FROM: SAi'� DIEGO COUNTY VERTICAL CONTROL DATA ; ����Ct e Ll � � Lam^^' Gradin Z Lai e Y I 48 164 U.S.C. & G.S. Z - /7 - B 7 Pwrnit No. Z• O000 DATE: /f ! ' \b f l EIEVATIO� fa G CA S AS BU /CT 1 /f �0 wt. u d FILE N0. b , . : COQ: 54/VOB/9G DA/YI 00000000000 WAIVER MUST BE OBTAINED FROM THE DIRECTOR OF DPL. 10. ALL OPERATIONS CONDUCTED ON THE PREMISES, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPAR- L= Specific Conditions: TURE OR RUNNING OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED f. Sand bag dams to be placed in a manner approved by the County a. Emergency erosion control measures shall be provided to control GRADING EQUIPMENT SHALL BE LIMITED TO THE PER /OD Department of Public Works in unpaved streets with gradients in soil movement satisfactory to the County Department of Public ETWEE 6.00 BETWEE EA DAY, MO excess of 2% and on or in other graded or excavated areas as Works. Erosion control measures shall include but not be limited p.m. HS0 required by the County Department of Public Works. The location to, slope protection, Installation of Jute matting or approved OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON and details on the sand bags shall be shown on the plans. equivalent, desilting basins, energy dissipators, silt control SUNDA YS OR HOLIDA YS. g. Catch basins, desilting basins and storm drain system shall be sand bagging and storm drains. 11. ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING installed to the satisfaction of the County Department of Public b. All TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM Works. buildin g pads to be diked and the dikes maintained to prevent CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING water from flowing from the pad until the streets and driveways CUT OR FILL SURFACES. h. At or near ever Int reconcentrated the are paved and water can flow from the pads without causing erosion, or construct drainage facil itites to the satisfaction of the 12. NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH a desiltin basin and n energy dlssiator may bere required obe' g 9Y y P y y q County Department of Public Works that w i l l allow water to drain IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE constructed to remove silt from the water and release the water at from the pad without causing erosion. APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS a non- erosive velocity. RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE C. TOPS of al I slopes to be d iked or trenched to prevent water from ADJACENT PROPERTY. NO PERSON SHALL EXCAVATE ON I. The developer to maintain the plantings and erosion control measures flowing over the crests of slopes. LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER described above until relieved of sane by the County Department of ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC- Publ is Works. The developer to remove all soil intercepted by the d. Manufactured slopes and pads shall be rounded vertically and TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER sand bags, catch basins and desilting basins and keep these faciI ities horizontal I as appropriate to blend with the surrounding topography. PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND clean and free of silt and sand as directed by the County Department PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING, of Publ is Works. The developer shat I repair any eroded slopes as e. As soon as cuts or embankments are completed, eted, but not later then EROS /ON, SILTING, SCOUR OR OTHER DAMAGE WHICHMIGHT d irected by the County of Pub I is Works. November 1, ' . RESULT FROM THE GRADING DESCRIBED ON THIS PLAN. THE all cut and fill slopes shall be stabilized with hydrornuIch COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR mixture or an equal treatment approved by the County Department of CORRECTION OF NON - DEDICATED IMPROVEMENTS WHICH 19. SANDBAG DAMS ARE TO BE PLACED AT THE FOLLOWING STAT IONS: AMALF I DR I VE Pub I is Works. Between November 1 DAMAGE ADJACENT PROPERTY. 1 + 30, 2 + 00, 3 + fig, 4 + 50, 6 + 00 AND 8 + 00. MONTE M IRA LANE and April 15, approved slope protect ion measures 13. - SLOPE R A T l 0 S : EAST & WEST 1 + 80. iIONTE MIRA LANE NORTH AND SOUTH 1 + 10. shall proceed Immediately behind the exposure of cut slopes and /or the creation of embankment slopes. CUT - - , FOR MINOR SLOPES FOR MAJOR SLOPES - 20. All grading shall in conformance with the July ash Investigation em Bemis -bilks Consultants, Inc. and shall be done under sh be done under FILL - 2: 1 Slopes Deviating From The Above Will Require -- vi constant supervision•of aRegistered Soils Engineer. Approval Of The Director Of Public Works After SITE ADDRESS Review Of A Report From A Soils Engineer. SOUTHWEST CORNER OF LA COSTA BOULEVARD AND SAXONY ROAD AND WESTERLY OF EXCAVATION C FILL: C. Y. SKYLOFT ROAD TO PIRAEUS. WASTE /IMPORT: C Y A Separate Permit Must -_ — - Be Obtained For Waste Or import Area. DAYLIGHT NATURAL POINT STRUCTURE�• GRADE , SPECIAL CONDITIONS IF ANY ARCHAEOLOGICAL R£SUURCESARE OWNER /PERMITEE: - .-- __._.. _..__.....- . .. DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING ESPOSITO DEVELOPMENT CO., A CALIFORNIA LIMITED PARTNERSHIP OPERATIONS, SUCH OPERATIONS WILL CEASE IMMEDIATELY AND t- I %MIN- 1 % MIN. 3222 ST. ALBANS DRIVE THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS -*- HIGH LOS ALAMITOS , CA. 90720 (213) 493-1062 OF THE DISCOVERY. GRADING OPERATIONS WILL NOT RECOM t ; POINT GENERAL PARTNER: ESPO CORP. MENCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN PRESIDENT : JAMES ESPOSITO AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO. �J PEA GRAVEL BACKFILL DRAINAGE OF LOTS - ice, ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH COUNTY OF SAN 4 ) IN TRENCH TO ALLOW MINOR LEGAL DESCRIPTION: DIEGO DRAWINGS DS -8, DS -10, DS -11, AND D -75 EXCEPT WHEN SUPERCEIIEO- RUNOFF TO PERCOLATE BACK VV DAYLIGHT LINES BY DETAILS ON THIS PLAN. INTO SURROUNDING GROUND. 0 REAR OF PADS SOUTHWEST AND NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 34, DURING MAJOR RUNOFFS TOWNSHIP 12 SOUTH, RANGE 4 WEST ACCORDING TO UNITED STATES GOVERNMENT 16. ADD 200 FEET TO ALL GRADES TO OCT TRUE ELEVATION. DRAINAGE WILL SHEET FLOW SURVEY APPROVED OCT. 25, 1875. OVER NATURAL BANKS. /% Finished grading shall be certified by a registered Civil Engineer and r^ NpFESS/C, inspected by the County Engineer.for drainage clearance. Approval of /V 7 S, , A w the rough grading does not certify finished grading because of potential surface drainage problems that may be created by landscaping In addition to standard grading 4 ' �- f7o s accomplished after rough grading certification. If a grading permit 7r Conditions, the applicant /developer shall be required to conform to LANDSCAPING PLANS APPROVED TO BE IN CONFORMANCE WITH # r not required for the project, a registered Civil Engineer's the specific conditions applicable to coastal areas. These specific RESOLUTIONS OF APPROVAL FOR T.M. 4563 ( CONDITION - certification for the drainage clearance shall still be required. Conditions shall include, but not be limited to, temporary berming C15c) & P85 -082 (CONDITION ApAll"IltONFIGURATION & GRAD- t Yt around lot pads, planting of manufactured slopes with erosion- IIG OF WT 34 COMPLIES WITH APPROVED MAP ON FILE WITH t�ntrolling plant materials, installation of desilting basins, etc., THE DEPARTMENT OF PLANNING. VJ to the satisfaction of the,Director of Public Works. No grading shah �� �.� o! A - 2,0, In? PRIVATE CONTRACT �N be in the period between October 1 and April 15. UIRECTUR OF PLANNING {'. .; iA \ PERMITS SHEET I COUNTY OF SAN DIEGO / : FIJ \ KLAGGE a STEVENS & ASSOCIATES, INC. / / � / 1: Mr{ EX /S T. CIvWStructural Engineers- Land Surveyors. Planners EPT /F /EG E / / ES 7 �D I DEPARTMENT OF PUBLIC WORKS SHEETS (w X 3111 Cawma del Ab sun. 700 a Too , ben OMga CA #2108-1754 • (a 19) 2624502 - / _ v G PRDE CERTIFIED OR COAST R.fRMTT MIIMRFD OWN BY: 1 PROJECT NO. I DATE GRADING PLANS FOR: T CKD BY: I % �'_i!7 TI" MAJOR USE PERMIT ND. P85 -082 O� / N/ OF SAN ��% � N 30T O 40't N I TENTATIVE MAP W, 4563 � ✓ � //L y COUNTY APPROVED CHANGES BENCH MARK \ - V CALIFORNIA COORDINATE INDEX - -- - / -, No. Dauription Approved by Data 178 STANDARD SAN DIEGO 0. C. COUNTY Ge4D //16 OfEX /5 T, D /,PT,e,0 " �'` CF/ANGEO WE /�PONNEYA4P oESClll ► non- Emp;A «rmrWm,k t DISC, SET IN CONC. SIDEWALK DIRECTOR OF PUBLIC WORKS Z LOCATIOM: S.E. CORNER OF RRTDPF 57_46n R.c.E CAC O L&J 2C r rg r/ ��1 \Q BY ` e_�rf '2 293 �e i j' r' ' RECOIIO FROM: SAi'� DIEGO COUNTY VERTICAL CONTROL DATA ; ����Ct e Ll � � Lam^^' Gradin Z Lai e Y I 48 164 U.S.C. & G.S. Z - /7 - B 7 Pwrnit No. Z• O000 DATE: /f ! ' \b f l EIEVATIO� fa G CA S AS BU /CT 1 /f �0 wt. u d FILE N0. b , . : COQ: r o i 2 _ r - - i i r ° + r � 1l ; -.._ %i r - t • f t" r j r pppppp�� ` r I / , .p. S ri 1 2 Ora 0 V, � 1 YY •• rr O \ IV �s�eo .C� T rv` r, _ I , » A 4t ✓' - 204' W �2 d Av .e 1 7esl. 0 k v` hr 7 m 15 A, 9� rru � 'u; I A" " � A 5q 6 / min k �l 1 t . Q }; 257, Q � 7,e - 17 z o- 1 44 • i 0 f. 'V. d Q 4• • `1. �, �'•'^„ O .+ .1 + } 7 t , N 1 a t r t �D , O .m- , i d+ J o /NV `,1 Z 40'o,- Ns c -c /e� dTT2W 40' 17 c r5'3 �1 cErrZ7 of � ,issNOn/ ro uroeaiv , 1 A!'EA OAT69 5787 4C50 ; 4N SASE tlEt/TO�EPTH /S 4PEA• .P /J✓ SKYL9ir RLl S ' Y AS b N e L . /P•. f.l7 .VN/rY 4SC , It . 1 1 Xf O 4 r . • B T. t3+C' a I i .....,., .. , -.., t '. .. �- ti... —.,.. • .... ,, .. ' � _ THE!ROYFNG S ,ot L aCT row sac 1 I i r � f i t` .rte i , ° I STORM DRAIN DATA /^/ Zz — 4/ , i O PRIVATE CONTRACT � O NO. - DELTA / BEARING RADIUS LENGTH REMARKS STORM DRAIN DATA STORM DRAIN DATA KLAGGE • STEVENS & ASSOCIATES INC. PERMITS SHEET COUNTY OF SAN DIEGO 3 c� r - LOU Engineers • Land Surveyors • Planners I V h ° F 181 2" R 0 P NO. DELTA BEARING RADIUS L / ENGTH REMARKS NO. • DELTA / BEARING RADIUS LENGTH REMARKS 4 s+,+u.n,.«K . sw. rm .s.,a.o�u.,,a,rs..,,,o12u.,wa CE.E'T - lli 'i fJ5 -7 -?O DEPARTMENTOFPUSI -I WORKS SHEETS (^ rl OWN sn I I OJFCT NO. DATL ' CERTIFIED OR COAST M MTT N 111i 6- � - ='�G w 2 A= 22 40 04' 3 9.Q4' 126;¢0 3� N82 °21' 17 "F 117 14' 18 "R.C�.P., l l N84 0 00'00 "E 176.00' 18" PCR. 1197! CKD airs i `X840 I CV46 GRADING PLANS FOR: O° ' -°' as- 0,60 n CD.UNTY T 4 Of S,9N D/�GD - 2 N17 ° 31'3 ° W 47.00' " o MAJOR USE PERMITNO. ��6� / 3 '¢ / 1-/VT/ T1 V1E � /'-/— -5-0 A=2 , 40 31 12 .00- FI., ^ -� _ �. 4 N09 ° 12'29 "W ' ; ,+ " 3 p= y 38 °I1�50 1 75;.00'��� TENTATIVE MAP NO. € ��NT� � N I I I + R C-E 31972 DATE COLIN'TY APPROVED CHA 4MS BENCH MARK CALIFORNIA COORDINATE I � • � Na ' Ditn �"ad h' Dow O.C. 178 STANDARD SAN DIEGO COUNTY /� CH L DE SCRIPTION- Enpnllr or work 4NGED SLOPS- 900ED� ` PUBLIC PUBLIC I S /000. Xfl/z TlI /LS- y/8,87 DISC, SET IN CONC. SIDEWALK DIRECTOR or �c woRKS t y = f , r PEiY10l'ED {V ALLS. .e� M - L CH.4NGE0 n'E' /,P LOCATION: S.E. CQRNER OF RR1Df,F 57_46 ilk �30W/YIAN w.C�E. 31972 !A 0 /� OC n; _ ����/ /ND /GATES APEA OF FABP /C TPE &7 OU7Ziiii AREAliAfleEXCAV4- Li y 1>1tCOR0 i110M• S AN DIEGO COUNTY VERTICAL CONTROL DATA < � q• / = IND TES a1ii`OY L" © T /ONeefCO.NPACT /O .. 48.164 U.S.C. & G.S. UM 7 -I� -A - ro-di z /GOO LE NCA A E PEXC9K9 T /O/V d` .P 60d7R,,9CT /ON. AS &/ /LT l� �l 4- �p� �ATroN' D• ban ►«n++rN °' �f W d FILE N0. r` o 1 6 „ 1 � r V � F /,ter va e- , i d+ J o /NV `,1 Z 40'o,- Ns c -c /e� dTT2W 40' 17 c r5'3 �1 cErrZ7 of � ,issNOn/ ro uroeaiv , 1 A!'EA OAT69 5787 4C50 ; 4N SASE tlEt/TO�EPTH /S 4PEA• .P /J✓ SKYL9ir RLl S ' Y AS b N e L . /P•. f.l7 .VN/rY 4SC , It . 1 1 Xf O 4 r . • B T. t3+C' a I i .....,., .. , -.., t '. .. �- ti... —.,.. • .... ,, .. ' � _ THE!ROYFNG S ,ot L aCT row sac 1 I i r � f i t` .rte i , ° I STORM DRAIN DATA /^/ Zz — 4/ , i O PRIVATE CONTRACT � O NO. - DELTA / BEARING RADIUS LENGTH REMARKS STORM DRAIN DATA STORM DRAIN DATA KLAGGE • STEVENS & ASSOCIATES INC. PERMITS SHEET COUNTY OF SAN DIEGO 3 c� r - LOU Engineers • Land Surveyors • Planners I V h ° F 181 2" R 0 P NO. DELTA BEARING RADIUS L / ENGTH REMARKS NO. • DELTA / BEARING RADIUS LENGTH REMARKS 4 s+,+u.n,.«K . sw. rm .s.,a.o�u.,,a,rs..,,,o12u.,wa CE.E'T - lli 'i fJ5 -7 -?O DEPARTMENTOFPUSI -I WORKS SHEETS (^ rl OWN sn I I OJFCT NO. DATL ' CERTIFIED OR COAST M MTT N 111i 6- � - ='�G w 2 A= 22 40 04' 3 9.Q4' 126;¢0 3� N82 °21' 17 "F 117 14' 18 "R.C�.P., l l N84 0 00'00 "E 176.00' 18" PCR. 1197! CKD airs i `X840 I CV46 GRADING PLANS FOR: O° ' -°' as- 0,60 n CD.UNTY T 4 Of S,9N D/�GD - 2 N17 ° 31'3 ° W 47.00' " o MAJOR USE PERMITNO. ��6� / 3 '¢ / 1-/VT/ T1 V1E � /'-/— -5-0 A=2 , 40 31 12 .00- FI., ^ -� _ �. 4 N09 ° 12'29 "W ' ; ,+ " 3 p= y 38 °I1�50 1 75;.00'��� TENTATIVE MAP NO. € ��NT� � N I I I + R C-E 31972 DATE COLIN'TY APPROVED CHA 4MS BENCH MARK CALIFORNIA COORDINATE I � • � Na ' Ditn �"ad h' Dow O.C. 178 STANDARD SAN DIEGO COUNTY /� CH L DE SCRIPTION- Enpnllr or work 4NGED SLOPS- 900ED� ` PUBLIC PUBLIC I S /000. Xfl/z TlI /LS- y/8,87 DISC, SET IN CONC. SIDEWALK DIRECTOR or �c woRKS t y = f , r PEiY10l'ED {V ALLS. .e� M - L CH.4NGE0 n'E' /,P LOCATION: S.E. CQRNER OF RR1Df,F 57_46 ilk �30W/YIAN w.C�E. 31972 !A 0 /� OC n; _ ����/ /ND /GATES APEA OF FABP /C TPE &7 OU7Ziiii AREAliAfleEXCAV4- Li y 1>1tCOR0 i110M• S AN DIEGO COUNTY VERTICAL CONTROL DATA < � q• / = IND TES a1ii`OY L" © T /ONeefCO.NPACT /O .. 48.164 U.S.C. & G.S. UM 7 -I� -A - ro-di z /GOO LE NCA A E PEXC9K9 T /O/V d` .P 60d7R,,9CT /ON. AS &/ /LT l� �l 4- �p� �ATroN' D• ban ►«n++rN °' �f W d FILE N0. 0 \ aF 30 'O /W a, _ sgxQNy �LJA� �� I \ -- _ _" ,•� ' SUED /v /S /dN BQ /in/Dl�.2S� �,P�4C!E TO DiPA //✓ T© D /TCN, I .P ApE TO ,o�N /N To CirCh,' Y 7_10A1 A O.... A f' NOT f� PNE'T O /'ND E[1 K. PEA° ✓ _ G.P�9DE PE2 LDNTQ 25 — " - - sMn S/favYN i r I r V/ PIL /, I - , V FRC1A/G 7 BC PLf7L�l� iN - 4AIA;L�MA7W, 7 W/ SaRewylSim /G /o P - - Q / I Ilf l - o ('h 1111 100 YR BOUNDARY ^� ,.; c /n /; �� - , ;'' =� � Or� o/°w 5�.9�� E.S/tNr` EXISTING BRA/NAGE CHANNEL Q 15/I�I bllV& 6 'Z ZCAPJI Glk'MITTED� ,O; !7 �/CC //I �/I G,.Cf'T /7� �'V /.C/ 401V - ` I J fd i i _ A2 f \ lie / ;�' >� r.LrOETi>7/L$ L7 rut T r , E l t 4 / 1 Y 777 L { J _ by ,Rdl�E EXiSTrv� cE Ay /a A l J _ f � b j ) 11 l AA , e j r J BH 2 PRIVATE CONTRACT � �N �X /ST E30X C! /�Y�kTTO /NE 1J SCALE /= ¢O' KLAGGE • STEVENS & ASSOCIATES, INC. PERMITS SHEET COUNTY OF SAN DIEGO �1 MAIN DATA C3ES ... IVE RAL_ _ _. . .... .. . .... INCITES (CON T.) )_ n. t.,.w can soon. wt. rro. .r fan 9, n,.o+ - - DEPARTMENT WORKS SHEETS _ _ - _._ _ - - ( 1 - �� Civl ctuaal Engineers Land Surve . Planne � I OF PUBLIC /E � __ ...... ......._.__._.__. __.._ Vstru gl Planners CEiPT /� /E'D � //c' 6S 7 30 COND /T /O/✓ C¢ c fA LENGTH REMARKS I C D R AS T ay T 11 C ciry a� c,9e�sBAO IE. CAS r-- IN-- PL.ACE CONCRETE F'IF'E CONSTRUCTICJIV SHALL_ CONFORM oweer: PROJECTRO. DATE ERTIFIE 0 CO AI DFRMiT Ntt MOro. o CAP /Ti7L IN/PeD!/EMENTPPaJECT N55°4�2'59 "W /7/00 /8 f?, C,/� l(J SAN DIEGO STaNVAF:]J 5F'E_CIEICAIIONS ACI STANDARD RETE cKOer: I — GRADING PLAN P %1,� �/D 46- GO N AT R COWNr O� sAN o�� Q 7i,, E'TAIVI:ARD SPECIFICAFIONS FOR NON-- REINF "ORCEJD CONCRETE MAJOR U3E►ERM1Tr11p P A02 GA Z �4�1- .- P/1,95EII' n F" PE AND SECTION 63 CAL_ TRANS STANDARD SPECIFICATIONS �� T 41 �� 1 1 MFIDIFIED AS FOLLOWS'- LOWS TENTATIVE MAP NO. 4563 �n/nn ^ / n R ` [C t. ( 31972 DATE /r�O /V T� ����7 1. THE CO.INfY C1F SAN DIECiCI SHALL. PROVIDE. CONTINUOUS F E E L D I N SF EU 1 I ON ON TH L 3 PROJE C I , Or AS O r 1F RW I SEo .w O ? COLINTY APPROVED CHANGES BENCH MARK Lea 1 RL(NJ I REU - ° Na. DaaErruaa AgrerN �r Do" DESCIII►TIDII 2. A CALIFORNIA COORDINATE INDEX /G, 1 ` SOILS ENGINEER CF_R'f I I ILAII SHALL EiF 12 / I C:E R 1 I FY INI� l "FIAT 'I Fir_ I f F. N(r Wr -iLL S AF E: ABLE TO T F7 E gfpw o+wWk S I SLJEq'1I TTED .� vn ' x CA�T� �ACEC NC. /� //'�. /f/0 & DISC, SET IN CONC. SIDEWALK SAN DIEGO COUNTY DIRECTOR os PUBLIC WORKS W ;., l�fidl) VL f i Ial L J T ( ._ ICtl F,E::. C�k6!II[FtLE) lil 1GH'TS F -aND - E CO - G / n.C.E S _ TV -i I C f l- THE {I_.F_ , E. 1 k -11 J Hf:L PI ".i_Obl �Jc C L OCATIN: S. CORN OF RR1Qr,F S7-_Iw s M.6 ///A V = 9 H o Lees f {Ji`I OF rF1F TItLIJf:Pi CIF, THE. FFFIVGI -I CAI'•1 HE � r4 �� ZQ CHA/1/Gf0 WC /�OUl.�fT - j /000 I)EWr IC.RL TO F I_ - 4E: IRE NCT H TION AHD TFIL walER �`� r ©G'h�v�E� SAN DIEGO COUNTY VERTICAL CONTROL " C.0 =W / f 11ECE+110 1111111111 GrM..N 1 1 TilE;4 L. r9Hr TItI J;9 F I LJLIT7C I••1 ? f [' I C!l.lC {H 11:J F'RLiA.LIDE G � T '� � '/ / 164 U . S . C . & G .S�_ �wfm+Ne ff rr L , / .EIEYATION• 48 U 1ATUM• Date - S FU f LJf E= Dr i L 1(3E_ T(] FILE N0. I ' IL NOTE ~' ' m s oy r 70F► BfPM RIGHT ($OUTH) I5 EQUAL TO' o M 'V THE GRADE PUJS 01 10- -: TEMPORARY TOP '1�; = "� m 6 OF 64". LEFT (NDRTFt) IS EQUAL TO: C GRADE t �' ° m o fi i ` 19 1D PLUS 10.:34. } c? Q O GRADE mm DITCH m / Cd + g © 1 > t in TO MATCH FL. E L11 I DI i_ Q � b � � t00 V.C.• � o Vj WALL - N 300 V . C. OF INLET'a HEAD I ��• 0 P L EL. 120.65 __ 1 -- -- - { U t°I, EL. 17Q /5 - °I° I� >,. V �(� 4 CL N tG� 1 w i _ -_ 1- h f�I. STf/ /f2S !y� ,/ 59 I ' / ~ 1" 1 �1 rD p { \ I '� Ig`0 m N . / : O FINISH I I 1 2,11,57- / NI 0 0 + atj a t`! W GRADE # f p b9 O \ o _ a o � / ;; N f .J p ' l _ j 6 "Y, C/ SE4 Im 4- Cm le /� /� 17 I 2 /30 �� a 120 �O / i / n J Z , 14f 3 °� ! ` 0 0 - �s V ��R CD �h� �Ol�/ �� J 1 O ' N� W_ �Y^ NN to ��� �.� � f r yer : �0 M� Y p �m / Z g /� 00 IN >15+95 > / �' N I \ W ti % "' o m 1 1 0 OO \ IN rN P J O c' O XIST. iO m in CY t 1.. / p INLET SECTIO /� \ 4 /. 4 �� EXIST GRADE NN ao'.ic= / II {D / m h h GROUND V O EI /ST /O Q4P PER DWG. (10 }34 h m 160 w�rE� 3i7s I 190 / P.I. EL.205.64 bi CD �1 II__ CD ,per q o �3�05� �' 1 /.J>�43.30 w / Ih eD HOR ROFI �L H 17 _ 20 _w 18� 1r T , VERT. I 4 100 12 G� 13 14 15 16 18 19 / O ssi 2 led lre4 vS t1,ItIIr e WALE - - - - - -- o slt v „ CENTEr' -INE DATA CURB DATA p 7 QC t\ ,P /W INO. DELTA BEARING RPOIUS LENGTH REMARKS NO. DELTA /BEARING RADIUS LENGTH REMARKS /4� 1_I� i 7�a H � � i< /Or n N 70. 32' 24" E 120 �- uleimare Q (I) .50' 6" Ac Rek >t � m /O R v v v N 7 0 0 " L 1 3 3. ) 1 n n 9 ° n ' u n 7-- \ w 32 24 N 70 3.2 24 E 3 4. iui \ Iv Q N _ p n= 09° z7' 00.00' 9.;;' " n n =o9° 27'52" , .nn 16.25' 1r � goi �� M ^ � W ` P111N.t•aal ' ^ 4 N 80 °oD' 16 F. I'17.On BE"PM �� �� �I� M ® N Ro 00 16 "1: 1 .7.00 1 +75 E ST. ST. LT, 1 ` R/W � 51 ° 5s' 3 27:j �i n = n" 30 0 00' . t s' 37 35' 42" 32 0.00 'r r1 rr n = �09_9T' " �' - M �' - -- - " N 28 01 ' 40'' e t aa- nn� 2" B.O. �p / m -USE /O'T•PANS, TO 6114pa 0 2 .�� :�- N : 01 ' 40"1. tt; . r n' YYY N uw rr _ , � „ r ,r EXIST. CONC. SPILLWAY � � _ 1 � �- `� �"�u�eA�r•1 Pilo TYPE D" O /TCH TO /YIATCN 7 n - 6 3 ° J3 ' S7 'P 1 17 ..0(1.00 122 " 0 =7S° 1 7' 17" )Rn.On 172.04' rr n _. _ Placed •1 Nrr•ratlon• dean. n ° I � ° / 3 ,' E 1447 6 Curb 6 Sidewal4 ; TOBEiPE/17pY �.� .J � /N•CETOPfN /NG. [A) CJ 63: 85.36' � N 63 ' S7 " _ 0 C.".. 7,�'Oj( •// (� ,. o� IJ D'/ - � ru. 9 9 O I.�� r r,..� �u� 6' /NLiT �lY n = 35° 12' 17" 235.73' 144.84' o" A. C. Rrrm O ° - 2 3 R.S.D. O!b _ O° N 28° of ' 4D" E 21 I .35 6" AC'Rrrm 110 �- °O ° O \ - /) tltPr Ml cA•ll t• MIN C - )7 ►ar"I'so 4.1 O o 7 = 51' 58' 36" 292' 264.89' �/ - hall.u. ar U4 gravel .wl.tai ° PURL /L H /GHW.9.Y f �1 I\ - 09° 27' 92" Ina' sn R:' " 1 ° - - - .,�, 'ter r �6• my w used 1• live .r /V T. $ . Oo o h OQ p D.i?A //VAGE E"ASE/YIE/VT _ _ n =o ff° 1T 7 ° _ ' 46.32' rr / I F• o , E gas W I 3 h mow• rtN Ir r • •taw (r �/YI PO.PA/P Y) 4u ° ° p ei QS �L. /VD, B7- 5 GUTTER TRMl9(T10N IO. od CURB a GUTTER I� 1� ° o o � z� M � " r radical n . 0 ° �1t1 pi 1010V - ,S 7. - I r I rr / o y5 ° �V� E�/srC"C'B s�ofGl� Q ), Y/r1MM• • w •/ SOdOOR Mall be capped Lil o o O N 63° Li 57 E" ° 20.00 6 A . C. BERM / Q ° ° o op Ql m ti ©TO.eEiJ'/F/ /N. C* 0 0 (L leab o' p d 1 /M /T i , O ° o ° x 1= 2 Q 'U m PEMOVE ALL Pl/Y'T. CBE PM /PEST Ir•dlat•rwd 1 0 0 h GR o °0 0 �, / o o R m OF STA, zf2Z89. leEfxOv,5 g, •Pi•a wu t lla a • welu o . r to \ Q 4/ \ o o ° , ' o $ x a z w P Bapirr•ntd r,a. Z' Tree " " t. rrr•t•f p ipe .11.11 Acrra al "1.•a J ' NG \ oo ° °p o IF c� ° d o ° w o0 O � N CUPB S /DEW/JLK WEST OF I a p•dt.ae i R. s P.r..nt. o + \ a �o o S �� <!` 0' o i o ' o� �° QO� ld Nm TA. 21 37, 36 PT .ONCY, u w�lnt ul. ii deals trrat >l�sl�, ar_- = -rur`F V F= _-� _ '��\ \ ° o � �. \ o o". c ° o "� ,o da1M"..aatewein . - O .. ! t11aMB ►ACt dM{N ttT111Lf O �- i m' V O O O O O <J I V ° ° ° � ° v7 0 0 0 0 °o ° o ,e s 3 NMI am (/) ° 0 7 0 ° `\ o I � \ \ p Q O 0 0 0 0 0 ° o / !�, t� TRANSITION CURB TO CURB , .� faa stgc ewaq� altAmt� y o 0 0 a o o a/ �0 � O y WIDTH FROM 28 TO 40 G �h'� 0 �� o ° ° o 0 3 ° h ° o ° --� o O ° ` ( A G/,BOrPA1N DaETi9 //,� 0 ° I A 0 ° ° c/ o 0 °o °°� S 0 0 D ra do o `� _ 0 0 0 ° o o ° o p o 1� 0 j ¢ /VD .'3C.'4L� /�Rt1fES�1�; rl N ry O o _ O 0 0 110 0/ 0 0 0 V \i 'K 44 /10 \ 2 3 6'�1.�� 0 0 0 ° 0 0 0 ni // O �' O° O O O 0 M 0 O O O Odddd ° ` (I V �� ^ r--. ^ i • � ; r- R �• 66 0 0 0 50 . h1 O O O 0 O ° __ �_- 1 r - 7 b O O OO -_ _ O. V O -. 4 O 1 1 \1 � I �/ - I h o ° 0 0 /- / V PRIVA&E CONTRACT STORM DRAIN DATA 0 o a, o 0 0 / N0. DELTA /BEARING RADIUS LENGTH REMARKS \ \ 0 0 • ° AO 0 COUNTY OF SAN DIEGO - PERM ITS 8 SHEET 1 1 1 " 0 y of / Q\I CERTIFIED EIR $5 -7 -30 4 DEPARTMENT OF PUBLIC WORKS II s'F3t5 (1 ?a N $0. ► s 1 An 10 0 /0 ' ,98 " 322.25 57.24 3�0 .CIPCP Q i 00 of�1� 0 yL CERTIFIED OR COASTAL PERMIT N0. 6- 86- 216 GRADING PLANS FOR COUNTY OF SAN DIEGO I E 147.00 C /PCP C 'ry\ TENTATIVE MAP 4563 1 " 1 1 /B' S EASE. -►wf a/f✓ �o " p ` b 4 0 MAJOR USE PERMIT NO. P85 -082 1 (3) An 09 06 277.75 4 3.8 8 11 C /PCP R - i o X�p o , TENTATIVE MAP No. 4563 (4) N 70 24 E 131.00 " � C /PCP r- o U Y APPROVED CHANGES BENCH MARK _ `O JJJ NBS°22'04'E 24.80' q COUNTY (5) 24 N a l/LT /.M./1Jf " QI I 1 ' W (b) /vzo-26'oe 13 /8 ° 2 I ` �' ' N STEVENS &ASSOCIATES INC. cxWORNIA COORDINATE INDEX 334- 1677 N KLAGGE • r No DHpr pl pr• App, t r bate 2 1' I 4119 3900 / , CiviVStructural Engineers • Land Surveyors - Planners -- - - - -- -- oESCR oTIoN O.C._ I7B __$TANDARD ,.SAN DIE CO UNTY DI ! Engineer of r work "t - r 3111GaminedNRloNorth.SWte 700. SeaDip4CA92 108- 1 7 54 °tol2t2• °sot or"N6ED 36.PCP-T036'C /PCP C B 8) DIRECTOR OF PUBLIC WORKS ,/ Z 0) SET IN CONC. SIDEWALK / CNfINGED G FADES STA. -F -- - -_ _ _ I� wnuAN H TYPE "D "O.Pq/N!/GE a DWN BY: k.D.l. PROJECT NO. DATE L OCATION S. E. CORNER OF BRIDGE 57 -460 �- R.c.E. 319 2 Al ND. 41,50 CONNECT /ON CKD BY: DART , P.J � . TY 84040 8B6 Ta�X /ST. /il1PP01/EiYIENTS. 1 ,,'' Q ' d - 4 /TCN E'SD. D- S � A ^ D/T.L.� I'd REC0R0 FROM SAN DIEGO COUNTY VERTICAL CONTROL DATA ' W W ® /urs. . �_/� -�7 Grading L 1000 `- L -/�/E EtEVATIoN 49164 DATUM U.S.C. a G.S. DATE Permit N°: _ Cm R.C.E. 31972 DATE AS 8��/� �- /y�Q W 11L. FILE NO. C 1N r z 9 1 �j F . t 55 50 O M 4c Its v m I N - I 100' V. C. p ��I Nom f a�°o ( P.4 EL 82.60 ��W oe Ih ?0 O 1 a¢ N NOTE 1 W N o g 0 1 'k! Q. TOP OF CURB RIGHT (SOUTH) IS EQUAL TO A 9F: CWRB LEFT (NORTH) IS EQUAL. (L GRADE aF h +n � 0 5 N h h a THE GRADE PLUS 0.10' - TEMPORARY TOP '��c" ti m o 1 m In m h c PLUS 0:34 j N I 1 o 0 V.C. 0 OD F 1 a o W N P.I. EL, 95.10 j .mot +• / W olo Ln it FINISH GRAD- I �� m M °o i m o / ' FIIVISII GRADE o - h 2� ®. $pct / o N o a in Lnn i 1 C4 , / / s' N _ '� / O Oi a N � �"� �6P. wax qe \, �b ao- �Mrn m 10-10, INLET 9 5131.39 n z �� �I G / FINISH O EXIST. GROUND U. - N 0 0 V / GRADE / /�/t,•O / V 40 �.39p i3 a r I<DO 30 � V V Gf63.39 SEE GRADING PERMIT L- 1000 - ` \ N Y \ _ V -- - - " ° oti o 55° 54 20 132.00 ag o o $ FOR GRADING OF SKY LOFT ROAD O �� o a = 43° 4�' 1 ' 300.00 229.27 0 11 o a 1 O O lk x o N 80 18' 165.00 0 ° x ° X0 'D� u! o - 29 ° 09'08" 300.00 /5464 U " • • �' 0 0 ° O \ 0 0 0 co 0 0 1, - it, ° �o o _ --.. - I o m� ti. ® o o �. ND 0 0 lb p - �'0 ' .. 00 0 PZ1&1, A115# WY 4' D,eA /NAG. o ° r �� P ° ° ° - o_ ~- ° !� - - ° ° ° E - .. o . Z 'ASEmEnr 61 , 8 7 , 91106 - D BY I o I o P o/ /� 0 9 - o o '•••• 42oE,P ar PD SSFSS /GN `` 2 0 s ' / o o ° 0 0 o - - F /LED /A/ SbrAeel%ig LDU T r °o° (` ` o ° o 0 ° 0 _`' 0 ti D - ` - - ° - / kk A5 cASL ND. 37/27, l0 - - ° / �o� o o 0 12 �_ w I1� o 0 0 0 0 Z o CD z ° t1681 i I C. SP LWA��' DD 2 2 /I h ° w�\ °0 42 0 ° o o l O. 8 _ ' OI o 0 II z �• �a L " �' X ° ij o o I 0 ° W C0 +22. 1, I NLET 8 b ti o PI° V . 680 +12 AFUS ST. V' °+ o N, 25 i �� 0 ° � 0 0) o N 8p � ILL SIDE G p� 9 - - o / tP 0 � W �� ° u° 0 �c o 0 0 �. 0 0 0 z w �' v ci. o� QB. � �'�, J� ° ` ° a 9 J 0 EAST. 0 O 0 0 , + 5 '� I CURB DATA ° o o ` ° -' �O 1680 +'23 IRAEU ST. REMOVE -� O P m / o 0 0/ o + .. Ix x , 6 �, p i- NQ"' DELTA / BEARING RADIUS LENGTH REMARKS � O o N >>� w w� EXIST. A.B . CHAN L SOUTH F t �� 0' �`�'r' Z 1 92° 30' 00" *_ 30' 48.43 ± TYPE'G' CB G R W �� 0 N THIS POI CONSTR T NEW .6.M. + ° J B � � � � W wl II CHANNEL ROM HDWL MATC EXIST. _� o / o { 4 `y ` a N 78° 24'20 " E 169.00 6" A.C. BERM / Q CHANNEL THIS POINT. N �IW " O � � 5 �� � .- 0 0 1 ' G � _ o = ° ?.0 °I5�Q 320.00 113.16 _ .. , Q � � � /QUBZ /L H /GNN/�9f� �i' D�PA /NC,6E N 55 54 20 E 87.00 d I 16ao ' c'_rY �e�o D -37 ° t1 EASE/YlE/�L T .PGL As ODC. /Yo. ao ���. / y �l o = 35 280. no 175.48' ,� O v \ m ' ° 6 � so 18 28 " w 94.85' " V 2 +43.5 LT. 29 TO ui CTR.OF CE OF 4 A % GUTTER TRANSITIM 10.00 Tvoe G Curb 5 Guts t" 0 N 1 1 • - / _ N 80 16 28 W 26.15 6" A.C. Berm Q J 3 s� 1 t •.••�•� �y f i 0=29 °090d" 320.00 /62.BZ " O i 0_ _ A = 29 292.00 /¢8.57 ^ \ ' - -- - - - o _ 1 �� + -� 6 2 -_ Q / 'l _1S'TYPE B -I INLET RSD D -2 � �? • 2 5 +31.39 RT. 22.25 CONSTRUCT A .C. 7� lG5 6" berm w I ' 1� p= A 4 ° 3 1 8 1 7 2 B2 W 308.00 215.•321 � X O / I 50 11 WING UPHILL SIDE OF BOX O D = 22 30' 00" 292.00 114.67 11 PRIVATE CONTRACT _ A. / 15 N 78° 24 1 58. 0 8 1 " -~ 1 ►67S� PERMITS SNP F T _. -_- R E EMO EX ET �� 26' TYPE 'B I' INLET RSD D-2 - t ,t F , COUNTY OF SAN DIEGO 13 CERTIFIED EIR 85 -7 -30 J DEPARTMENT OF PUBLIC WORKS s BERM - BERM I �, 167 3 +22.00 RT 22.25' CONSTRUCT _I6 N 78 °24' 20 "E 64.92' " CERTIFIED OR COASTAL PERMIT NO. 6-86-216 NE GRADING PLANS FOR COUNTY OF SAN DIEGO WIr' WING UPHILL FROM BOX 11 1 I MAJOR USE PERMIT NO. P85-082 111-- ---^•• \ 111 No Stoma Drains shall be certified by the Developer or the Soils 1C- nrineer TENTATIVE MAP 4563 to have a 50 year service life for the ST Z . .the particular soil and location shown on TENTATIVE MAP NO. 4563 i j1 * -- I WING HDWL RSD D -34 1 � the plans. This certification shall. be made prior. to the installation of ' = 1 +92.84 LOFT RD. r 1 2+ 35.21 FIT. 38.93 TO -the Storm Drain. COUNTY APPFtOVEO CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX 334- 1677 ME FACE OF WALL 1 LAGGE • STEVENS &ASSOCIATES INC. W � ko oe¢� pt a� Appiorf0 or Da. v w 3 c , vlV Structural Engineers • Land Surveyors ° Planners - _ - oESCa Pt oh O.C, 178 STANDARD _SAN DIEGO COUNTY DISC, ZD W 1 Camino eN Rb North- SWb 700. Son Dbpq CA9] 109.1754 •1e /9) 1!1••502 l f1gN6E0 36':PCPT0.5an Cf' O 8 7/67 - . DIRECTOR OF PUBLIC WORKS ,q�,7,,��f�] SET IN _GONG_ SIDEWA _- __ -. _. d� "" L t �OZ U7 IDWNBY:k.o.j. PROJECT NO. DATE Qz. Ch�LSC O.C?�YL /Ca<�Tj C ,o�A+iuN S.E. CORNER OF BRID 6� 3I -460 -_ ___ -- G.MBOwMAN R.C.E. 31972 C 1 x 84040 8/86 CFD Br: D.D.T. , ?J I I Lai BD' micoHD Fmom SAN DIEGO COUNTY VERTICAL CONTROL DATA vu G radi ng Z = 48 Is4 ✓� L- 1000 FtFVn I c 1678 ELEVATION __._ .._ __- DATUM U.S.C. 9 G.S. �` ) DATE Permit NO. Z = R.C.E. 31972 DATE I AS �� /LT I C _ 4, �++ FILE N0. In N W . 16 too' V. C. /: a.Q �� 70 5a ° ' P G� / so _ r ° wig o d P. 1. EL. 40.60 /h m H 7a �:'S� W 'nj 1z / W , O. rn ' Y a oils / CNI ix -1, + 9P ` g W / / a r N �oP vM / SGT Q 6 W u�- I Y / 000e 9 t . a / r D N r ; FINISH GRADE TO MEET it V roN 0 / li GRADE / h [ EXIST. DITCH /'� g 0 to + �`a \ / . M I / •� EX IST. g 24 "RCP v 2 /- �. o /Q � ABM DITCH 6 1350 - D m Q y�N i�� / y . 40 / ;- roo - 35 m �Y 80 0. /Q G� v, w m N / �/ �2 ¢ I mt - STORM DRAIN DATA Z ell", �r C�m 2 o 1 : U u z N¢ DELTA/BEMMIB RADIUS LEN 31'H fi6AMRKS V V dd N + N _N i ' $6"' 1+: li v -4 _. 1 N 05 30' 00" M 68.00 24" R.C.Pxma %j 9 ' 135 " � M 1` al A-60° 00' 00" 90.00' 92,.25 36" 1 �' /PCP O GRADE TO C1- ��- � X N 78° 24-' ao E 91.58 36" #�,C /PCP /PCP M ! . p MATCH EXIST. � � to " to r D ITCH f o v o� c u°, a A = 22 ° O>3' O . 3 22 - 25 124.55 36" #�R.0 /f�'P M u ro 9a� _¢ N5Q "° -54' 20" E' 128.00 36" C to M��Om A -43 °22'25" 277,75' 210.26 36' PCP .% Z } N tv 12 U_ J i i N 80 l8' 88." W 105.35 36" .0 /a'P 43.50 N 80 IA;' 88" N 55.15 -40 �R:C /PCP � r A =t9'109'AB" 322. ?5' /63 9G 3f" CC/R^P 3 4 5 6 7 8 9 10 V09 - 'r 3A00 18 R. C P. _ I ,{I�r�"� L2A9 Z4" R.C.P. 1 At N94 ° N' J9A0 18" R.C.P. I I © _ DATA \ tj�1 N34'OS'a0 - W ,4 18" R.C.P. I NO. DELTA / BE'AkING) RADIUS LE'NGTR I ?#MARKS I (PROFILE SCALES HORIZ.: 1 40` VERT. I 4 r b, �.: saaF N b ut '1 0 0 ( o V x � 00 �) 90 `�(� . oVj V 01 5 a �O .��4•0 �, e I �L o� 00 FL §2.224 QQ h ah INLET 0 10 +00 MR 230 i 1 O : N' p FINISH GRADE' N I - 0.5% EXIST. GROUND 106'- fall RCPm I% W vCD tim - ' t " ` 30' - 18" R.C.P. U: O p N NO 937.7% { J J + o ai w N M \ N Ix - �I J w m \ W 3 4 l Ci 0i \ �- O FF. ds . W w \ Q 20 \ ao as V. C. \ ~ Y DD P. EL.23464 \ N O V w S IA. 1 +16 \ti A PR OFILE 1 6 ' SCALE: H: . I 11_ 41 \ 1% SHEET N0. 2 t7i Nto'� to J+ =_ LL 20 w u-N P.. EL. 21579 5TA.1 +66 a I v i d j a v N N 200' VC. 1 N I � P.1. EL. A; 7 +25 = 26!•.86 ! 3 0 N V _ U m O D'_ p 190 In p M � g N Fff O N 200' Y.G. - w- m a tt*N '�'► N11` 4 'K N C . .. ttS 260 LA C'j gV £L. A 4 +30 = 247.11 tD 1l r, r, n _j 1 CD V1 . w (L GRADE W( N N op \ p in Ca J N— o z �a 41) c4 15 �� o IE? pt F co ef O tt] N 0 I� Z O h it Q <+ a + O� t it w TOP OF ry4'i7�D.,�i� ,Zl I� 250, A/F _►--•— ,r� 63'• Bt�PV,C.9 1.0 % co C 3 g5 N v v a Q v �>_ �N 220 ~ v. - —�� �� N WWQ O N N N H 2 –► Iri W a 4 W W 41 N. : N F-U CDD L! EXIST. GROUND N .37�4 ui C7 PROF /L E PLACE # 3 BACKING RIP RAP 81 6 SCALE V � 1 40' FILTER FABRIC (hAARFI 140 OR EQUAL) RSD. 0-40 I ° THICK TYPE 210 o_ a o a ogo O 0 p F p 20' -18" C.S,P. SLOTTED DRAIN - f x cr EA. SIDE OF C.O. W /END CAP. p aD 3rJ \ THIS IS TO ACT AS A WEIR N ti o= w R.S.D. D -18 N d (L 101 220 — — r EXIST. GROUND QD 2:1 o I II -1L p j \ —_ \ r FINISH GRADE N m ` 45 % 1 - -� to 6•S% y N U -1 4- V N t ` Ijr) I jy�- CONC. SILL N (D N N L FILTER 1- J Fm BLANKET 20V.C. �. - N � w lT� FOP PCAN SEE SHEET NO.4 DETAIL �O SCALE 1 " =4 18" CSP SLOTTED DRAIN W /DRAIN GRATE ROTATED 45° FROM HORIZONTAL DRILL 11/2" HOLE EVERY 2 o/c THRU BOTTOM OF CSP FILTER BLANKET DETAIL T I 2 rn 0 -Ja° C) m m g r I . M fQ III w 20'- 18 "C.S.P. SLOTTED a m ir W a _ DRAIN EA. SIDE OF C.O. oN m� 3( - W /END CAP. THIS IS TO _ 10 m ACT AS A WEIR R.S.D. D -18 rn �O L V � I o j N' M N a0 ma, 1 a N tU ao a o y A) FINISH b o GRADE - H 0 2' O \ \ 230 250 v N co N N �Q \ E XIST. A \ � GROUND 220 CR Id Id 2 240 C-j N it SBi N – J w 9c \ tij N , N Pt \ D- a / w 240 3 w (L O D PROFILE a °5 �D SCALE: V• 1 \ w w w 210 0 FO P F'C AN SEE \ N o -A SHEET NO. 2 6`3 a f> v e It 0 I a. fo w WKQ w F yot to EXIST GROUND 2:1 I o ° o 0 M WO N D- �° N SS\ 200 h 1°/, /1 h100 /F /ED TY°.S A'CLEAN0Z17_ O CONC. SILL W/ Pf/YIOI/ABLE Cf/fCKEP ?C/JTE ox Ici PLACE # 3 BACKING RIP RAP 8 l �/ I I TOP P.S.Q D - 9 (WEST �' FILTER FABRIC (MARFI 140 OR � W l /P O/I// - z EQUAL) R.S.D. D -40 I ° THICK , 1 J TYPE 1 I li T 3 EXIST, GROUND 10- ; I_ 4' � L L 62 0/f//- Y N N , i 2 % CC(�CCC. 0 CCCOCC- __ —� Z c 4 m 2•/ FILL THIS AREA W /N0. 3 BACKING ROCK ( I�THICK) LU 03 Ci st b -- ( / l� _ 2' J m BLANKET (D J ¢D /g 6077c�O JP / CG2�/�/ECT /t/�Bf� vO CC1C /PGE CWEST/T/E/Q C�VL Y� ... �' s coNC sill ��0 ��C�OOOCOOOCCCCC °U)3 FORA414AI SEE S6'EETN0. 3 TYPE / m I I I I I ° I V E DETA I L � CONC. SIL+ �\ 9 - �R (` O L `' z s SCALE 11 -41�� TYPICAL PLAN �6 "WIDE SLOT/ 12 "DEEP LLlc° U SCALE 1 11= 5 LU rn Wc. "z PRIVATE CONTRACT W �a oro PE RMITS SH EET COUNTY OF SAN DIEGO /3 _ _j CEFT /F /EO E/ /E' BS-7-30 /5 DEPARTMENT OF PUBLIC WORKS SGEEfS Y_5 CERTIFIED OR COAST DFRH dJ11 " 6-86- 1?/ �— GRADING PLANS FOR COUNTY O/= SA D /AGO USE PERMIT NO P85-082 TENT�9T/ V*�f .4,5 TENTATIVE MAP NO 4563 IK O/\/ Fif I/lel I COUNTY APPROVEO CHANGES BENCH MARK CALIFORNIA COORDINATE INDEX -334-1677 ME No Duvlpuon _ ! Approoedby Date O.C. 178 STANDARD SAN DIEGO COUNTY In Civil/ S truc tura l ° E ng l neooSS.Lo a d SC oeY�s..lePlaeles © 6 W,51 0117, -- -I DE SCRIPT I ON AVV - F ^•• KLAGGE STEVENS 8 ASSOCIATES INC. - DISC SET IN CONC. SIDEWALK I DIRECTOR 6F��U PUBLIC WORMS d / O+^a. IDWN Br: I PROJECT NO. DATE ©Ii 1 LOCATION S.E. CORNER OF eatnr,F 57-a� >?G.M.pOwiY/A/� R �, 3/972 N o IcKD Br: I !I/E�9T/f/6 /Q _ -- �J� W Z RECORD FROM CAL CONTROL DATA �'"� ^ Z ac ELEVATION 48,164 DIEGO COUNTY D VRI U.S.C. d G.S. �z z_ /O t� o / Date W FILE N0. a LED TYPE 4'CLEANOUT I TYPE 1A CLEANOUT(E45T WE /P ONI.Y� MOY/18LE CHECKEe �L O/f %JP \ 2, s 0 0 -9 /95.22 I I, V A9 9 7T END z4rjiWf//0ONCY W ED DRAIN AS A WEIR 2 2 20' LOTTELl__DRAIN AS A WEIR u 2% AWAY FROM C.O. `,LO?E 6 2 AWAY - 7ROM C.O. 230 11 1 J r ' r p r. lu I fff • - V A wwo I s • ✓ '� �+«., _ M K +�,� I II i r ��,G{ .- , l - l+ t✓,•' • �II v + r r Y 'gy // I I j •X a �. �� ` 1 y C. cz 1 " r 4 �� _ As,E'tS ' 365E i• <5,'.� f 6, I 5d5Q5t h�+h( �'i ! T 5 -f ...,/� G � v ` I � � �• a. V s y � � �• � - � f � '".•x..41 . _ C 11 L M 4 .....1_.. ~_�...� ,° '�c� ... ..•.. .. Q }� • � � � � � ��n _ � J __.: •e M m V„�. 5 y� �� �.. l S� _ - �TtJ� y S c ,, .:.. . u _ > }' � 3. � • - - - �' , � w `�' s. ., ;, ` _ � r �r� v► - T' �:` T r .: ;- .✓ ..r 1 � �"� ., �F.' / c'T E'f - ��� M z �',' ; l i /J�C'9ft• ,� ^` ry� ,w -C .G �. 1 - ��'Yle 7 ,'J L:�• nt 1 YY I I � /q �1gRl�F t� w .. � `+ r ` • B` • . S �• � 1 � ,Y -Y 1 � + " .. 1 ' ,� � ' f j � � 1 : I rn 1 I r9► a v� �� ^ �r L •` 9 I r + I ^S I d i •_ 1� sr' + L �i 5.���. I I , - f ! .. } /� , "r h ►. 1 - _ L ' �,' Q ¢ s 'ls. �• rr /* NO It 19 1 111 1 .. ~ , AI!"° '\ � e (* Y -.,.q �� :r{ y'�� '' i ...� * ' Ile \. _ �y t 1 A. I. �� Ott I �" �, � �, ' " 1• � 4 ' 1 /f:�0��� � � �I 13E�/v -+ y� v f J t i-' .17 r tz �re°e t � � ate' i � Z � � ,� � m o �� �� y 1 _ , •� , u , 31 I UD 2,91 ► = { ..� .,h • ..;;�,, ,_ ,.. '� �4' _ �.—� —'� 1 _ .-• °.' � 7 a•r.w_ -\ �. +��. fir` i I i, a a to .1 01 � Y t E,p x v V Ilk 1 + 2 a1 i 1 a 1 1 , i I "OVATE CONTRACT A• 41 t¢ No. 319Tt KLAGGE •STEVEN$ 8 ASSOCIATES. INC PERM 1 iT COIMIT7 Of sm OW00 t It [� � „ CMVSuucturei Engineer •lend Surveyor.. Pianno• L E' !`3S - � - =. �J -- u� vut.r.w++ rw•W•r,.Un ne.. w nr•we v. ^,� , �� cwae Orb •r: I reo.etr wo. i o.re Vf; 17 NI tIKLGQ' - - - n 1 CERTIFIED OR COAST - . - _- .s' --— � Plan MAJOR USE ►E11MIT NO _ �_ F3 I rr i g a t i on ��fi /N/ f ,�N �� /�,�D 9 T1r1V 7 T/ Vf /Y71q /- { TENTATIVE MA► No (�p1Y R C -F 3 1 72 OATL THOM ASLA i hr.ad w tie• D.C. 178 STANDAIIO SAN DIM CGWWY � ��oMw celoAOw�Te (� P4rY APPF�VED C1-1AP1C�E8 8041 MARK ASSOCIATES D[ DIS I C, m SET IN CONC. SIDEWfLR f wree. Ae+oaeas ~_...R ^ Si� 1 { f ! H tla Nlerwrwa I 1 _._ __._. , ; _._ Lanka Land Planning Architecture' MAN 2 __J II1sMNiMl: T ---- �..�..�.. .� J �-!�' _GbH•r<' /_.._ ( _ _.�._—° W 3623 Fi(!fi Avenue I ` ` SMI D DI CDIBf ?h IIEKT11.A1 IOTA I �y r 7 �w !� �!� . __. 1 Sa Me o, CA 92103 i 48.16 . _ 61 ' 5 4 2 0995 �1MA11N1 —. FIE M0. 'NA .7 PER WA 7 4/4 lye A 4! too v♦ )rL ODO 80LOIN RY Exisr r 7 Q - 1-1 A* wz le . ' ) 4/rz. 10 r S4'1 4.Al 7 'Aw get A /4- 1 0 r I� i 1 n•'. - ^ '`y - .mss .r . / I ,. f f '/� /� I/ G I a n N I PRIVATE CONTRACT ~44 Ar 400 KLAGGE STEVENS & ASSOCIATES, INC. PERMIT MWIT OvW51ructwel E F offs • Land Su�syors. Plamefs COUNTY OF MAN owoo 1OR I'll C�"��.-?t ".a tr IR 6P-5'- 7 - -10 e A� I 1,EL) ESSI ORPOATIM Off OF PU1M.X 1111000" $Woo aw, Iwo CERTIFIED OR COAST gro - e16 as* W1 I rri g ation P I a n C011Nr >o' 0,*o0rSAN DIEGO y M& 85-Q&2 M " TETIMAP No. 063 R Q f- 31272 IKOA17 lnlk-W NOWUL • COUNTY APOWIRWED C>4AN� 8ENC;H MARK T100114PSM AftA CALIVOOMA 000404MATE 1010MX -o�4 161? Go A SSOCIATE S BMW~ bw am D.C. 178 STANOW SAN DIEGO CMTy F-1— !w Ww w "04 waft DISC, KI m Cam. SJJMK momevea ep Puftic 110"11 ' 4:bx eowo~ INC), $413 n#tk Avendo IV ay Sm Mop, CA 92103 *19 342 099S L161 I 7-f7 Pu fte, I y s 6zlIz r - L/ FM NO. - 34 KM l au MAP I I F 7:: - 4V 0 e t' . LIMIT$ PROMSEDGRAL`1AU .00 A 7 n 9 1 A L NJ 0 A 10 44 Y ' 4_1 ---------- r PRIVATE CON•PAC'T PERMITS c l P IPA PFmT Y11aFQ UF SHUTI* FOR IRRIGATION NOTES A RETAILS Irrigation Plan 1, USE PERMIT NO, 113p FOR IRRI",T#ON LEG TENTATIVE MAP NO CCkS4rY APWXYVED CHANGES BENCH MAFW NOWBLLO KLAO" • STEWNS A AUOCIATES, INC CAL if OPW A t i RIA0104A I N 1. 1 �.04 T"pumm Alli j low 0. C. 1?s sivIlIft so #Wo O"TY A"OCIAM I W ile in mK. sl m"A 6*0 DAT6 L*ndscape A rchl P*044CT 00� I Land ft" s 1, v-do 3621 Irif th 0,6 400, Jullm"' am 7 ELfVAT400 4 W- 15 *Aljd "Vr"14 na No 14 po p X + O I HT 6COL4F�C) F 1tt4-6 + J L F7 �j I 000 .-o* 100, 110 o , 100, 4 11 I d-o, AC! -4 414 -le 4 ..--Now - 1 _O IIEEN � _ A C� SEE SHEET 1 FOR PLANTING NOTES & DETAILS VZ I JL 4 40)w; 1 A;A 1.7% 4?6 e ' it z o p-54 e,,Gp, 4 z? 6 1 tr L 4 'i t I &N A_-Oq f 1 4 0 , �j to V4 110Y �,1WhVAFk' . 00 41 lb� LCTC�' - ;z+ Z.9 - 2c" 4,� 24-9 V 04 V.4 0 �� e rAr�l 4e 4 5, 4 4 e6' 1? 4 4 I's A#-*A 1 1 .5 . 7 Czeoe� E��f Ilk A �JV IV 4 1 '�' el' � , 4 f - NOM AREA OF SELECTIVE CLEARING: ALL EXISTING MATERIAL EXCEPT THE FOLLOWING SHALL BE REOVED: I.IIETeRomiLkS ARBUTIFOLIA 2.RHUS INTECRIFOLIA 3.ADOLPHIA SPP. ANY AREA REhAINING AFTER PLANT MATERIAL AMOVAL AL_j=—" f =� I WTTH'AN AREA GREATER THEN 200 SQ. FT. SHALL BE HO/LALTI;�Lle 1 0 LJ N i r PAjc, PLANTED WITH PUS IWTEGRI OR ROGEMARINUS 'A 1_k' OFFICINALiS IN 5 GAL AT 10 FT. ALL CLFARINGAND PLAYTING OPERATIONS-S I HALL BE su SDPERVISEI),BY TME LANDSCAPT KICHITtCT. A PRIVATE CONTRACT WrA KLAGGE STEVEN3 A AS�30CIATES INC PERMITS _ 11mKI , - -1.1 1 C�VSIrVCIV'1111 EP-91noerm Land Sv Pianners I CW "M DNEGO P" m6mi� — 00044cl mo LJ� I L OmPonamirr cw noKx woms ------- CERTIFIED OR COASTAW PERNIT MMFR ....... MAJOR USIE PIPIPMIT NO. 11" 115 :f - 0.40 fPlan�m6 Plan ��IIN7>.� 4r,1.,='S4N ZWoCGO TENTATIVE MAP NO 2 T1 4 ;I C E 31972 NOWELL CCXJP4rY AJMPF%CYVEO BIEP4CH MARK 1"Olvr'06 nIA-14 THOMPSON, ASLA 40 bg Dais C0000111111i W04 X ASSOCIATES O.C. 178 STANDARD SAN DIEGO COUNTY Landscape Architecture DISC, SET IN CONC. SIDEWALK 4W 11 via"* Land Inanning LUATM S.E. COIff1 OF mince act 3 7 3623 Fifth Avenue , n Mego, CA 92103 VM. SAN DIEGO COUNTY VERTICAL CM1101. OIIIJA 6 4 5 4 2 0 9 9 5 5 451. T @Lr#&TIW. 48.164 WW ' 1 * PO - m d 000 it nu 10. w At. )';4 4. tw V '�) - 1 - 7 - �)-j b f J 3 0 i' _ + b + + + I + � I - + , I +`+ \ +' 1 \ I 1 < i \A\ bA + i ) I � \ \ I I L i ANOXVS Y + _ 1 + } j , - EXISTING ORAINAGE CHANNEL r 1 100 N9 IrL 8"DA � 7 .f ,° C e� i a sEf C.fT4 /r X \ ^p. i s i a sEf C.fT4 /r X \ ^p. a . J 4 r IN �C.9L E• /" 40• •, ,fi e _ r, -= o No.319J? EXP. 12 -3188 tee, o1vo- h �T� - SEE SHEET 13 FOR PLANTING NOTIO * 00AI01 } r GE T A) i s PRIVATES CONTRACT Wri KLAGGE STEVENS 8 ASSOCIATES, INC. PERMITS � �[T CITY Of SAN OtEGO 13 GHYSU w UCtsl ErglMa • Land Surveyors . Planners I I OEMIPTII[NT t3F p(JgLIC WOpr($ Sn[E T[ Own ow. LATA CERTIFIED OR COAST $tuuII XIML11 o BG 216 __ `Planting Plan ''"OljNT Y ©f S AN La /�G4'; - _ MAJOR un r�1MMT Na ? ENT4 T / V,E TENTATIVE MA/ NO ___.. _4563 _____ __•.__. P C.E 31972 DATA - -- - - -- ,j IWON7�C 1, - A NOWELL • J THOMPSON, ASLAr APPiiO1/EO BENCH MARK �wtsoin++�cuo+taKAn mo[x _ .., & ASSOCIATES r. o•"•"'" AMO"w [v � Oft a �aK o [ u,ttiTUtr 0. C. 178 STANDARD SAN DIEGO CDUN�T 1�ti n hitecture DISC, SET IN CONC. SIOEWK �+ wwon" txwtwa w .� 3623 Fifth Avenue SalmV o, CA 92103 i# f 42 09 tusw few: SAM DIEGO COiNfTV ftC711 As 8U /LT K& Anw: 48 . 164 ,Irns d. ;�. �_ �- f? 7 0. '». I: FRI M0. r s � 1� a . J 4 r IN �C.9L E• /" 40• •, ,fi e _ r, -= o No.319J? EXP. 12 -3188 tee, o1vo- h �T� - SEE SHEET 13 FOR PLANTING NOTIO * 00AI01 } r GE T A) i s PRIVATES CONTRACT Wri KLAGGE STEVENS 8 ASSOCIATES, INC. PERMITS � �[T CITY Of SAN OtEGO 13 GHYSU w UCtsl ErglMa • Land Surveyors . Planners I I OEMIPTII[NT t3F p(JgLIC WOpr($ Sn[E T[ Own ow. LATA CERTIFIED OR COAST $tuuII XIML11 o BG 216 __ `Planting Plan ''"OljNT Y ©f S AN La /�G4'; - _ MAJOR un r�1MMT Na ? ENT4 T / V,E TENTATIVE MA/ NO ___.. _4563 _____ __•.__. P C.E 31972 DATA - -- - - -- ,j IWON7�C 1, - A NOWELL • J THOMPSON, ASLAr APPiiO1/EO BENCH MARK �wtsoin++�cuo+taKAn mo[x _ .., & ASSOCIATES r. o•"•"'" AMO"w [v � Oft a �aK o [ u,ttiTUtr 0. C. 178 STANDARD SAN DIEGO CDUN�T 1�ti n hitecture DISC, SET IN CONC. SIOEWK �+ wwon" txwtwa w .� 3623 Fifth Avenue SalmV o, CA 92103 i# f 42 09 tusw few: SAM DIEGO COiNfTV ftC711 As 8U /LT K& Anw: 48 . 164 ,Irns d. ;�. �_ �- f? 7 0. '». I: FRI M0. " SPRAY HEAD CH 80 PVC NIPPI E r'NISHED GRAr.tE j PV it ;H 40 T2 LTEi :j _._. -.�. { i v• rrF OR F -LL �� -- PVC t A717PAL I SLOPE SPRAY HEAD z x.. I v• r I vP EQUAL 1 i I i ALL GROUND COVER TO BE P" -- ' -NTED AT EOUAL TRIANGULAR SPACING PER ON CENTER SPACING j GROUND COVER PLANTING i aoorj PLANT PITS SHALL OF /^ BALL, TWO (2) TIMES THE SIZE OF THE ROOT $ALL IN ALL DIMENSIONS FIRM BASF„ SHRUB & TREE SLOPE PLANTING-DETAIL MANUAL CONTROL VALVE } WITH UNION / PVC SOH. S0.(GOEY), STREET 011. 11! �.- FIN. GRADE I 2 - II PVC SCH.SCH. EO RtSEFtd • II!III -= � i 1 PVC LATERAL / CL 318 TO AVIS. . ANGLE VALVE (MANUAL CONTROL VALVE) i PVC SCH.80 ST `EET ELL ATMOSPHERIC VACUUM BREAKER PVC SCH 80 NIPPLES FINISH- GRAPE � � 1 ' SEE NOTE BELOW �lli� �l I lI J "st;lt � illj �I�f � v w 1"I (--- FLOW PVC LATERAL / PVC LATERAL CL 318 MIN. CL 200 MIN. PVC ELL OR TE NO TE ATMOSPHERIC VACUUM BREAKER SHALL NOT BE LESS THAN SIX (E') IN. ABOVE t!l¢_ OUTLET O N IT'S SYSTEM. ATMOSPHERIC VACUUM BREAKER 13' ' t k� L ' I iC 2 ' - O 9�C GATE VALVE i9' PLASTIC VALVE BOX /FOMHED GRADE PVC MALE ADA. PVC ELL (41f) - - PVC NIPPLE r � jl �+ C U.F f. PEA GRAVEL 1 PLANTING NOTES j GENERAL NOTES > I A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE t ALL LOCAL, MUNICIPAL AND STATE LAWS RIP.e.S A11D I7 rUlla n NS C',c)`. ^r g irt ! r,,; j � PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. RELAT114G TO ANY PCH i ION OF THI> WORK ARE a A f i CONVENIENCE OF THE CONTRACTOR ONLY, 6� s/4 8PAS9 C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL L ` .S,I t 'fT t I "i•F-5 AND SERVICES BEFORE COMMENCING `NS (CR SGH eo WC�.! QUANTITIES AND SYMBOLS SHOWN. WORK iNFc L X Al C F t TN .F I A' AND SERVICES SHOWN IN THESE PLANS ARE APPROX / a IF ONl , AN , L >I RF "A J1 E-S 2. LANDSCAPE CONTRACTOR SHALL APPLY'ROUND -UP' HERBICIDE (CR EQUAL) PER fIETWEEN THESE PLANS AND ACTUAL FIELD GONDfI!':,i . ,Hnt L BE y F :N I i CONCRETE OR MANUFACTURERS SPECIFICATIONS TEN (10) DAYS PFiJOR TO COMMENCEMENT OF ANY WOOD EDGER i PLANTING OR IRRIGATION WORK. (H EADr &R, MOYViNO THE CONTRACTOR SHALL PROTECT ALL EXIT iN ; 01 IL I I is 5 AND PEA rURES TO REMAIN ON, 3. 5�lP, CURB, wAv, AND ADJACENT TO, THE PROJECT SITE 0111 CC NST I' C f KIN CC rNTRA^ T u .P'AL'L REPAIR. AT HIS OWN EXPENSE TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINFrNG WORK. NEGLIGENCE. a. PRIOR TO PLANTING, IRRIGATION SYSTEM SHAD. BE FULLY OPERATIONAL AND ALL PLANTING 1 THE CONTRACTOR SHALL OBTAIN THE PERT iNEN T ENF tl ' fII;Ii; ANJrJR AH(> i1EL;i'JRAL AREAS SHALL BE TI IGROUG1ILY SOAKED. wf-H 14 G''< CvN_V WIRE:_ 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%. SHALL BE CROSS- 2 L.Ocv_ - THE CONTRACTOR SHALL Op 1 A.IN AU_ NEGES ARY PET+, +t T, RIPPED TO A DEPTH OF SIX (6') INCHES AND THE FOLLOWING AI.IENDMENTS SPREAD EVENLY 1 z �� C%'4:xI WORK d,'DICATED HEREIN BEFOIA" BEGINN WG WCHK AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE IFkL GA L�v. STAr E) I I HOSE BIBS 5. " SPRAY HEAD CH 80 PVC NIPPI E r'NISHED GRAr.tE j PV it ;H 40 T2 LTEi :j _._. -.�. { i v• rrF OR F -LL �� -- PVC t A717PAL I SLOPE SPRAY HEAD z x.. I v• r I vP EQUAL 1 i I i ALL GROUND COVER TO BE P" -- ' -NTED AT EOUAL TRIANGULAR SPACING PER ON CENTER SPACING j GROUND COVER PLANTING i aoorj PLANT PITS SHALL OF /^ BALL, TWO (2) TIMES THE SIZE OF THE ROOT $ALL IN ALL DIMENSIONS FIRM BASF„ SHRUB & TREE SLOPE PLANTING-DETAIL MANUAL CONTROL VALVE } WITH UNION / PVC SOH. S0.(GOEY), STREET 011. 11! �.- FIN. GRADE I 2 - II PVC SCH.SCH. EO RtSEFtd • II!III -= � i 1 PVC LATERAL / CL 318 TO AVIS. . ANGLE VALVE (MANUAL CONTROL VALVE) i PVC SCH.80 ST `EET ELL ATMOSPHERIC VACUUM BREAKER PVC SCH 80 NIPPLES FINISH- GRAPE � � 1 ' SEE NOTE BELOW �lli� �l I lI J "st;lt � illj �I�f � v w 1"I (--- FLOW PVC LATERAL / PVC LATERAL CL 318 MIN. CL 200 MIN. PVC ELL OR TE NO TE ATMOSPHERIC VACUUM BREAKER SHALL NOT BE LESS THAN SIX (E') IN. ABOVE t!l¢_ OUTLET O N IT'S SYSTEM. ATMOSPHERIC VACUUM BREAKER 13' ' t k� L ' I iC 2 ' - O 9�C GATE VALVE i9' PLASTIC VALVE BOX /FOMHED GRADE PVC MALE ADA. PVC ELL (41f) - - PVC NIPPLE r � jl �+ C U.F f. PEA GRAVEL I IRNGAnON LECE D - cir-N, 40 LlVfL WG LI( ' S Y _ (MBOI: DESCRIPTION :4AN MOREL .4;PM PSI RAD. (� GEAR DRIVEN HEAD HUNTER PGS 090 - :7 35 40' OPI`4va �.� Lau�^r � • -+ , � _ PrGS -i81 I . 35 40' 11 It Ftj�•�_d+I? c> ° 7 t PGS- 360 -110 w,?s 35 40' �:�• + " „ PGS- 090 -11 ".7 20 25 l 7 " PGs- 180 -R3 °; 20 , 5 1 PRIVATE CONTRACT ` `c J SPRAY HEAD TORO 570S -15 -90 i.0 30 15' PERMITS r V ^ 57Q5 -I -5 -180 . 2.0 30 15' �r COUNTY OF SAN DIEGO - / r i 11 "1( I' i j3 DEPARTMENT OF PUBLIC WORKS 3 ± 57OS -15 -270 3.0 30 15' ! ? " MANUAL CONTROL VALVE CHAMPION 300 5i? tl�"a lCi'T314�21"1y)too REZONE PERMIT NO., _ � - � -- - - - -' to ® ATMOSPHERIC VACUUM BREAKER CHAMPION , 262 tFsS��.C7T°5�125i! 1 SPECIAL USE PERMIT NO _ _ K i I i TENTATIVE MAP I y CHECK VALVE FLO,INC:. "CV SERIES (LINE SIZE)/' I GATE VALVE NIP,CO T -113 (LINE SIZE) r BENCH MARK-- ��� -� -�� CALIF L►/ D�K vnon CHAN i HOSE BIBB NIBCO N0. 61 HOWELL TY APPR�JVED (SOa01NATEINDEx , to THOMPSCJN, ASIA _ ! / M METER (BY OWNER) & ASSOCIATES I Apolowa►y t Day ' - -_ DESCRIPTION A�reeKll Ilk E g.ra« 01 week ' -, � 4 (`�l_aPi ,.% Landscape Architecture ABOVE GROUND PIPE STAKING i I i 011"CTON W "L IC 111ORK5 1 a._.� g (BU RY 18" MIN.) � Land Planning --- '- .---- -- -._... �1f • I LOCATION: Ei11L 7 owl - w - A&OVC- CIROLJNO w� N CLASS 315 (BU H. s ; + __ _ __._._.� . " __.. LATERAL LINE CLASS 200 (BURY ._ -. -_.. k lr�. 1 1 (B - I2 MI1(:) { ���F 3623 Avenue 4 t)�`d� LG W - r�, ® ' g I�tN/� H5^0 N;�^ Sad Diego. CA 92103 j RECOR@ PRtNA �_ �t , D mm . 7 _ v A l: - . 1...._ F:�ztN <-�jl,�'2�G. r r- �. • 6 19 5 4 2 U 4 9 5 �) S / EIEVATEON y,. _...._ ? I BU /,LT 1 " J , 'r , k m eP if O• � Yf" ...,. :.o .... �..e 9. .. ,.. - t •.✓ '.. '._ > 5 <. • .. .M. n.� .. .. Y' .. � y � <' a..,.,. 1 e.l* v. .N,v ,- $6Y"'. ♦�!t. i^i"�i� ��d� I'�M', � . „ �, �: iSd '�". I I 90 ° I TWO (2) MARLEX ( � f ,� ST. ELLS a - I �_ hi PVC LATERAL �I I SHRUB MEAD DETAIL 2' x 10' TREATED ' \ LODGE POLE PINE b PEE STAKES - 24'DEEF CINCH- TIE S_'- _NAIL i,...1 x i0 TREE STAKE - -- - - -- -� I� II' 2' HIGH WATER BASIN .' HACK_ FILL MIX _ II ----- �. - / -- i REMOVE AT FEN. LE � t oPECS. GRADING 00 1"NI11. 11i r °-ANT PITS SHALL BE AL 1. 1 NO(2) TIMES THE SIZE �F �- OF THL ROOT BALL IN ALL DIMENSIONS FIRM BASE TREE PLANTING AND STAKING DETAIL a , a y 3 t I SHRUB ROTOR HEAD 1 (OR SHRUB SFRAYHEAD) 12 GA. WIRE TIES (2) ♦3 REBAR (24') �.� ANTI-DRAIN VALVE I. FIN. GRADE 1 9CH_ 80 RISER ,'I ii PLANTING NOTES j GENERAL NOTES i. A. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE 1. ALL LOCAL, MUNICIPAL AND STATE LAWS RIP.e.S A11D I7 rUlla n NS C',c)`. ^r g irt ! r,,; j PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. RELAT114G TO ANY PCH i ION OF THI> WORK ARE a B. QUANTITIES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE PART OF THESE SPECt FECAi IONS AND THEIR PR +.iVISIONef :rlloLL 1; §FI :,. ,t, ?r,. ^!. CONTRACTOR, CONVENIENCE OF THE CONTRACTOR ONLY, C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL L ` .S,I t 'fT t I "i•F-5 AND SERVICES BEFORE COMMENCING `NS QUANTITIES AND SYMBOLS SHOWN. WORK iNFc L X Al C F t TN .F I A' AND SERVICES SHOWN IN THESE PLANS ARE APPROX / a IF ONl , AN , L >I RF "A J1 E-S 2. LANDSCAPE CONTRACTOR SHALL APPLY'ROUND -UP' HERBICIDE (CR EQUAL) PER fIETWEEN THESE PLANS AND ACTUAL FIELD GONDfI!':,i . ,Hnt L BE y F :N I i MANUFACTURERS SPECIFICATIONS TEN (10) DAYS PFiJOR TO COMMENCEMENT OF ANY 0vVNER (A LANDSCAPE ARCHITECT. PLANTING OR IRRIGATION WORK. THE CONTRACTOR SHALL PROTECT ALL EXIT iN ; 01 IL I I is 5 AND PEA rURES TO REMAIN ON, 3. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED AND ADJACENT TO, THE PROJECT SITE 0111 CC NST I' C f KIN CC rNTRA^ T u .P'AL'L REPAIR. AT HIS OWN EXPENSE TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINFrNG WORK. NEGLIGENCE. a. PRIOR TO PLANTING, IRRIGATION SYSTEM SHAD. BE FULLY OPERATIONAL AND ALL PLANTING 1 THE CONTRACTOR SHALL OBTAIN THE PERT iNEN T ENF tl ' fII;Ii; ANJrJR AH(> i1EL;i'JRAL AREAS SHALL BE TI IGROUG1ILY SOAKED. . PLANS BEFORE BEGINNING WORK. 5. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10%. SHALL BE CROSS- 4 THE CONTRACTOR SHALL Op 1 A.IN AU_ NEGES ARY PET+, +t T, RIPPED TO A DEPTH OF SIX (6') INCHES AND THE FOLLOWING AI.IENDMENTS SPREAD EVENLY WORK d,'DICATED HEREIN BEFOIA" BEGINN WG WCHK AND THOROUGHLY BLENDED IN PER 1,000 SQUARE FEET (QUANTITIES SUBJECT TO CHANGE I PER SOIL ANALYSIS): 5. CON WC SHALL ARRANGE FOR PAYMLN T Of Ata v i F ' "T 1 t AN'.) RE LA C,0 A. a}CUBIC YARDS NITROGEN FORTIFED REDWOOD SHAV1NCa�. EXPENSES. WITH THE OWNER S AIJTHCRIE D W r, E:: E N I A E EVE. B. 200 POUNDS AGRICULTURAL GYPSUM C. 15 POUNDS SOIL SULFUR i { i � C� N 5 D. IOPOUNOS 16 -6.8 S RELEASE FERTILIZER - � - � �� _ Q .E g ,,,,J 6. EACH PLANT SHALL RECEIVE'AGi'i1FORM (OR EQUAL) PLNNT TABLETS AS FOLLOWS: 1. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IFP C A HONE l ;1PNIFtIT SHAI..L pt LOCATED ttI 1 GAL. CONTAINER - 1/21 GRAM PLANTING AREAS ONLY, LFJLESS NO T F. D OTHi: t W LSE. r EF ER TO THE ikRIGA f ';:'N LF :G: :r;;) 5 GAL. CONTAINER 321 GRAM AND DETAILS FOR EGUIPMF :NT AND INSTAL L.ATION . GAL CONTAINER 521 GRAM PER 3 IN. BOXED TREE SIZE 1121 GRAM 2. CONTRACTOR SHALL KEEP THE PREMISES t + E AN AI:') if r MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF ' H'S SEC: HUN 7. PLANT BACKFlLL SHALL BE 5096 SITE SOiL, AND 50°16 NITROGEN FORTIFIED REDWOOD ' SHAVINGS BY VOLUME. 3. A. ALL RISERS SHALL_ BE P.V C. SCHEDULE 60, B. ALL PIPE FITTINGS SHALL BE P.N.C. SM It DULE 4 0. 9. PLANT PiTS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. ' A ALL WIRE SHALL BE ANG.UF. DIRECT BURIAL FY; i:, n ,[ , 411 SF t t_,i S MIL (.;NNr"CTK)NS 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL SHALL BE MADE WITH PEN -TITS CONNECTORS nR E Ut A [_Af,H VALUE ON A HAVE BEEN GROWN W CONTAINER'S FORA MINIMUM OF6 MONTHS AND A MAXIMUM OF TWO CONTROLLER SHALL HAVE A SFFARATE Vo F F C( hi W f1E ^, S IAI1, (IF INSTALLED YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISE:AnES AND PESTS. WITH TWO (2) FEET OF EXCES'S W P.E (COIL EL') A' Tf I , . C F A ; i tr; +E I,! dd 10. A. STAKE ALL TREES PER DETAIL B. CONTROL WIRE SHALL BE BUNDLED AND PLACED P t FA I11+. . -INL. B. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES 5. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED A 't ;RICA t F n !.N 1Hf IRRtGAT10tJ WITH NON - METALLIC TIES. PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING (`GP S ANO PE'GCLA; iCJNS AND MANUFACTURER SPECIFICATIONS. C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE - GROWTH ON ALL TREES, 6 CHECI< VALVES SHALL BE USED WHERE INDICATED AND VJHFRF ray ' ,, ^, DRY C) PF;EVFN T WATER FLOW F LOWER ELEVATION HEADS WHEN SYSTEM iS IURNEL' OFF. 11. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12 INCHES OF SPRINKLER HEADS. 7. ALL PRESSURE INUNES SHALL BE EIGHTEEN (18) INCHES DEEP. AND ALL LATERALS 12. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER - PLANTED WITH GROUNDCOVER SHOWN TWELVE (12) INCHES DEEP. ", RCNCH BACKFILL SHALL BE FREF- OF a dY MATEPIN If tAT MAY BY ADJACENT SYMBOL, TO WITHIN 12' OF MAIN PLANT STEM. DAMAGE IRFTIGATIOtJ PIPE`l)H EQUi?MENT. IN THE EVE NI OF E ACKFIL :. SET r' ''CrJI P.AGTOR SHALL PERFORM P.EQUtRED REPAIRS i3 LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 19f. DRAINAGE AWAY FROM ALL 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WRh!IPJ SHRUB AREAS AND INSTAL! [ E) '.N \3REti?N i I RJILDI FINISHED F NGS. t IFED G IAOES SHALL BE SMOOTHED MINA S D O ELIMINATE PUDDLING OR STANDING VALVE PDXES WITH FOUR (n) If•!CHES OF PE A GRAVEL BENEATH THE W1L'� E. I,-. "1AF.VES `HATER. ,A SHALL BE LOCATED IN SEPARATE VALVE BOXES, 14. FINISHED GRADES SHALL BE ONE (1) INCH BELOW THE TOP OF CURBS. SILLS, AND 8. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED ✓vine F a , F TILE WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS _ FINISHED DIAMETER OF THE SLEEVED LINE INHERE IT PASSES 1_IrN �E fi h .Y: s_D AREAS GRADE BEFORE LAVING SOD SHALL BE 1.1/2' BELOW THE TOP 10. AUTOMATIC CONTROLLERS SHALL BE ` AND TYPE AS NOTED, AND It STALLED WHERE 15. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CCNDLTION, REMOVING ALL INDICATED ON fRRIGATION PLAN CON TROL WIRES SHALL BE SLEEVED IN ELEC1RIt:AL UNUSED MATERIAL, TRASH, AND TOOLS. CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALT OF 3`r 11•IE CVO I iEiP. 16. LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) 11. PRIOR 70 BACKFI UNG IRRIGATION TRENCHES: - DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT CLEAN, WATERED, AND WEED -FREE 17. AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS, WE LANDSCAPE CONTRACTOR A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 P.S I SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL FCR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED RY REMOVING ASPECTS OF WORK ARE COMPLETED. V40RK MUST BE FULLY COMPLETED ACCORDING TO THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL. IN ITS PLACE � ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOCID WORKMANSHIP B. ALL LATERALS SHAD- BE PRESSURE TESTED Al DESIGN PRESSURE FOR ONE HOUR. s MANNER AND MUST BE ACCEPTED BY THE OWNER W WRITING PRI11i THE BEGINNING OF THE MAINTENANCE PERIOD C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO PE COVERED UNTIL R HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDEROW W THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF VJORK: AUTHORIZED REPRESENTATIVE. I A. DAILY WATERING OF ALL PLANT MATERIAL 12r irfRIGATION COIN TRAC FOR SHALL ADJUST ALL HEADS TO PROVIDE AN EVEN COVERAGE AN() B. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. TO KEEP SPRAY OFF BUILDINGS, WALKWAYS, WALLS, AND DRIVES, C. REPLACEMENT OF ANY DEAD, DYWM OR DAMAGED TREES, SHRUBS. OR GROUND COVERS. 0. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER. 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE 0ON1 RAC TOR, IN THE PRESENCE OF FHF L E. ADJUSTI G OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN. BUILDER/OW NER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A COVER Il F- TEST OF F. FILLING AND RECOMPACTION OF ERODED AREAS. WATER AFFORDED THE LAWN AND PLANTING AREAS TO EiJSURE IT IS OCIAPLE } � AND G. WEEKLY REMOVAL OF ALL TRASH, LITTER CLIPPINGS, WALL FOREIGN DEBRIS. ADEOUAT'E, THE CONTRACTOR SHALL FURNISH ALL MATERIAL S AND PERFORM ALL WORT( H. AT 30 DAYS AFTER PLANTING, AMMONIUM SULFATE SHALL BE APPLIED TO LAWN AREAS REOI)WEO TO CORRECT ANY INADEOUACIES OF COVERAGE AT HIS OWN COST. AT THE RATE OF S LAS. PER 1.000 SQUARE FEET. 14. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE"AS BUILT' DRAWING CII I. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE ENO OF THE MAINTENANCE PERIOD, SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS !NS1 PLLF D TIIELr: ARE BEST FERTILIZER COMPANY 16 6 -8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. T "U BE DELIVERED ON OR BEFORE FINAL INSPECTION. PER 1,0W SQUARE FEE T TD! AWN AREAS AND PLANTING AREAS 18. PRK)i TU E ND CF &MI J I LJJAEICI. PEIIIIJ0, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER 15. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE AND ARRANGE FOR A FINAL WALK 1HROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. THE IRRIGATION CONTROLLERS. 16, IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PF RIOD O+- t >Ix F (60) DAYS AND SHALL WATER ON A DAILY BASIS. 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTF. M TO BE FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL "' • " ACCEPTANCE 8Y THE OWNER. , i 9. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FROM THE BUILDING WSPECTON DEPARTiNENT FtOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON n fJ^ THIS DRAWING. i lei I IRNGAnON LECE D - cir-N, 40 LlVfL WG LI( ' S Y _ (MBOI: DESCRIPTION :4AN MOREL .4;PM PSI RAD. (� GEAR DRIVEN HEAD HUNTER PGS 090 - :7 35 40' OPI`4va �.� Lau�^r � • -+ , � _ PrGS -i81 I . 35 40' 11 It Ftj�•�_d+I? c> ° 7 t PGS- 360 -110 w,?s 35 40' �:�• + " „ PGS- 090 -11 ".7 20 25 l 7 " PGs- 180 -R3 °; 20 , 5 1 PRIVATE CONTRACT ` `c J SPRAY HEAD TORO 570S -15 -90 i.0 30 15' PERMITS r V ^ 57Q5 -I -5 -180 . 2.0 30 15' �r COUNTY OF SAN DIEGO - / r i 11 "1( I' i j3 DEPARTMENT OF PUBLIC WORKS 3 ± 57OS -15 -270 3.0 30 15' ! ? " MANUAL CONTROL VALVE CHAMPION 300 5i? tl�"a lCi'T314�21"1y)too REZONE PERMIT NO., _ � - � -- - - - -' to ® ATMOSPHERIC VACUUM BREAKER CHAMPION , 262 tFsS��.C7T°5�125i! 1 SPECIAL USE PERMIT NO _ _ K i I i TENTATIVE MAP I y CHECK VALVE FLO,INC:. "CV SERIES (LINE SIZE)/' I GATE VALVE NIP,CO T -113 (LINE SIZE) r BENCH MARK-- ��� -� -�� CALIF L►/ D�K vnon CHAN i HOSE BIBB NIBCO N0. 61 HOWELL TY APPR�JVED (SOa01NATEINDEx , to THOMPSCJN, ASIA _ ! / M METER (BY OWNER) & ASSOCIATES I Apolowa►y t Day ' - -_ DESCRIPTION A�reeKll Ilk E g.ra« 01 week ' -, � 4 (`�l_aPi ,.% Landscape Architecture ABOVE GROUND PIPE STAKING i I i 011"CTON W "L IC 111ORK5 1 a._.� g (BU RY 18" MIN.) � Land Planning --- '- .---- -- -._... �1f • I LOCATION: Ei11L 7 owl - w - A&OVC- CIROLJNO w� N CLASS 315 (BU H. s ; + __ _ __._._.� . " __.. LATERAL LINE CLASS 200 (BURY ._ -. -_.. k lr�. 1 1 (B - I2 MI1(:) { ���F 3623 Avenue 4 t)�`d� LG W - r�, ® ' g I�tN/� H5^0 N;�^ Sad Diego. CA 92103 j RECOR@ PRtNA �_ �t , D mm . 7 _ v A l: - . 1...._ F:�ztN <-�jl,�'2�G. r r- �. • 6 19 5 4 2 U 4 9 5 �) S / EIEVATEON y,. _...._ ? I BU /,LT 1 " J , 'r , k m eP if O• � Yf" ...,. :.o .... �..e 9. .. ,.. - t •.✓ '.. '._ > 5 <. • .. .M. n.� .. .. 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