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6367 3 O O O GENERAL NOTES: LE`!� 38 36 35 34 33 32 31 30 29 Y8 27 26 ENCINITAS f APPROVAL OF THIS PLAN DOES NOT CONSTITUTE BLVD APPROVAL OF VERTICAL ICAL OR R HORIZONTAL ALIGNMENT OF WORK TO BE DONE* ENCINITAS ANY PRIVATE ROAD SHOWN HEREON FOR COUNTY ROAD 110 ---INDICATES LOT NUMBER 37 CHRISTOPHER 25 `/ PURPOSES. IWROVEMENTS CONSIST OF THE FOLLOWING WORK TO BE 39 C4 SUtD1YlslON BOUNDARY 40 B2 93 85 16 87 < 23 ' SANTA FE ?. FINAL APPROVAL. OF THESE GRADING PLANS M SUBJECT TO DONE ACCORDING TO THESE PLANS; THE CURRENT SAN DIEGO COUNTY ENGINEER DEPARTMENT STANDARD $ ►E CIFICATtONS 81 DIVE SITE FINAL APPROVAL Of THE ASSOCIATED I AND SPECIAL P EER D ON$ FOR INMROVEMENT OF SUBDIVISION > p PLANS WHERE APPLICABLE FINAL CURBGRADEELEVATIONS 0 - -- INDICATES SHEET NUMBER 41 -'�+ 80 99 IS: 22 STREETS AND STANDARD REFERENCE DRAWINGS. _ DACI PACIFIC OCEAN s MAY RfOUIRE CHANGES IN THESE PLANS 42 v 98 90 21 p 3 IMPORT MATERIAL SMALL BE OBTAINED FROM A LEGAL I 79 1 91 1 INGH $ 2600' SITE DR . 43 1 1 78 99 20 DESCRIPTION . S(,R I A CONSTRUCTION, EXCAVATION OR ENCROACHMENT LEGEND 44 TOO 19 CA BY N`NES PERMIT FROM THE DIRECTOR OF PUBLIC WORKS WILL BE 92 77 93 p RFOUIRED FOR ANY WORK IN THE COUNTY RIGHT OF WAY CUT BANK (SLOPE AS NOTED) 45 le Da 102 �- 4P S ALL SLOPES OVER 3 FEET IN HEIGHT WILL BE PLANTED IN FILL BANK (SLOPE AS NOTED) 76 CALLE 17 - �.-- -•--- 46 SCOTT Q ACCORDANCE WITH SAN DIEGO COUNTY SPECIFICATIONS. PROPERTY BOUNDARY 47 75 103 104 105 16 6 THE CONTRACTOR SHALL VERIFY rH£ EXISTENCE AND 108 109 110 W LOCATION Of ALL UTILITIES BEFORE COMMENCING WORK FINISHED 6RADE CONTOURS 150 15 NOTICE OF THE PROPOSED WORK SHALL HE GIVEN TO THE 4P 74 " 12 11 FOLLOWING AGENCIES. 73 13 14 10 SAN DIEGO GAS 6 ELECTRIC 232 -4252 EXT. 7569 4 FINISHED GRADE ELEVATION 1 5 Ir 72 PACIFIC TELEPHONE 298 - 0595 11 10 h4 68 67 66 65 64 63 I LOT NUMBER AND PAD ELE VATION 4 50 � � CHRIST 9 CA TV 942 -9944 SEWER: CARDIFF SANITATION DISTRICT 565 -5657 237.6 51 4 5 6 7 59 8 WATER:OLIVENHAIN COUNTY WATER DISTRICT 753 -6466 52 53 54 55 56 57 58 a NOT 60 61 62 A SOILS REPORT MAY Of REOUIRED PRIOR TO THE tt : 7 ISSUANCE OF A BUILDING FERMI T 3 1. EMERGENCY EROSION CONTROL MEASURES TO CONTROL SOIL MOVEMENT X50 - SATISFACTORY TO THE COUNTY DEPARTMENT OF TRANSPORTATION IN B APPROVAL OF THESE PLANS BY THE DIRECTOR OF PUBLIC EXISTING GROUND CONTOUR THE EVENT THE SITE IS EXPOSED TO EROSION DURING THE PERIOD WORKS DOES Nor AUTHORIZE ANY WORK OR GRADING STORM DRAIN = -- Q BETWEEN NOVEMBER 1 TO APRIL 15. EROSION CONTROL MEASURES TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PER _ _ 1 2 SHALL INCLUDE BUT NOT BE LIMITED TO, SLOPE PROTECTION, INSTAL- MISSION HAS BEEN OBTAINED AND A VALID GRADING TYPE 'B" CURB INLET __-_= E CATION OF JUTE MATTING OR APPROVED EQUIVALENT, DESILTING BASINS, PERMIT HAS BEEN ISSUED TYPE "C" CURB INLET ENERGY DISSIPATORS, SILT CON TROL SAND BAGGING AND STORM DRAINS. - -� -_- 9 rHE DIRECTOR OF PUBLIC WORKS APPROVAL OF THESE RIP RAP PLANS DOES NOT CONSTITUTE COUNTY BUILDING OFFICIAL 2. ALL BUILDING PADS TO BE DIKED AND THE DIKES MAINTAINED TO PRE- APPROVAL OF ANY FOUNOATIONS FOR STRUCTURES TO BE VENT WATER FROM FLOWING FROM THE PAD UNTIL THE STREETS AND DRIVE- PLACED ON THE AREA COVERED BY THESE PLANS NO WAYS ARE PAVED AND WATER CAN FLOW FROM THE PADS WITHOUT CAUSING WAIVER OF THE GRADING ORDINANCE REOU/REMENTS SANDBAGS, EROSION PREVENTION cra� REAL EROSION, OR CONSTRUCT DRAINAGE FACILITIES TO THE SATISFACTION CONCERNING MINIMUM COVER OVER EXPANSIVE SOILS IS - AD. - 4"- DRAINAGE SHALE CAMINO OF THE COUNTY DEPARTMENT OF TRANSPORTATION THAT WILL ALLOW WATER MADE OR IMPLIED /SECTIONS87403 B 874101 ANY SUCH SUBDRAINS �•� O_ EL O I O O TO DRAIN FROM THE PAD WITHOUT CAUSING EROSION. WAIVER DPI_ BE OBTAINED FROM THE DIRECTOR of DP ABM D77CH INDEX KEY MAP 3. TOPS OF ALL SLOPES TO BE DIKED OR TRENCHED TO PREVENT HATER FROM ►0 ALL OPERATIONS FLOWING OVER THE CRESTS OF SLOPES. CONDUCTED ON THE PREMISES, INCLUDING THE WARMING LAP. REPAIR, ARRIVAL, DfPAR TUBE OR RUNNING Of TRUCKS, EARTHMOVING EOUIPMENT, LEGAL DESCRIPTION 4. AS SOON AS CUTS OR EMBANKMENTS ARE COMPLETED, BUT NOT LATER THAN CONSTRUCTION FOUIPMENT AND ANY OTHER ASSOCIATED THE IAND REFERRED TO HEREIN 1S SITUATED Itl THE STATE OF CALIFJRNIA, NOVEMBER 1, ALL CUTS AND FILL SLOPES SHALL BE STABILIZED WITH A GRADING FOUIPMENT SHALL BE LIMITED TO THE PERIOD COUNTY OF SAN DIEGO, AND IS DESCRIBED AS FOLLOWS: SC I °200' HYDROMULCH MIXTURE OR AN EQUAL TREATMENT APPROVED BY THE COUNTY BETWEEN 7:00 am AND 6:00 pin EACH DAY, MONDAY DEPARTMENT OF TRANSPORTATION. BETWEEN NOVEMBER 1 AND APRIL 15 THROUGH SATURDAY, AND NO EARTHMOVING OR GRADING SUBDIVISION OF THE 32.0' 21.0' S2, APPROVED SLOPE PROTECTION MEASURES SHALL PROCEED IMMEDIATELY OPERATIONS SHALL BE CONDUCTED ON THE PREMISES ON COUNTY OF SAN DIEGO TRACT NU. 3808, BEING A SUP THE SOUTHWEST QUARTER Of THE NORTHWEST QUARTER DI SECTION ?4, TOWN- BEHIND THE EXPOSURE OF CUT SLOPES AND /OR THE CREATION OF EMBANK- SUNDA YS OR HOLIDA YS ' WENT SLOPES. SHIP 13 SOUTH, RANGE 4 WEST, SAN BERNARDINO MEPIDIAN, IN THE COUNTY 126' 26 26' I1 ALL MAJOR SLOPES SHALL BE ROUNDED INTO EXISTING OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO OFFICIAL PLAT 63.0' ( 63.0' I 10' 10' TERRAIN TO PRODUCE A CONTOURED TRANSITION FROM THEREOF. 64.0' 'EXIST. ROAD 10' r 8_0' 1.0' 14' 14' 3.0' 1.0' 8.0' 5. AN IRRIGATION SYSTEM TO BE INSTALLED NOT LATER THAN MAY 15 FOL- CUT OR FILL FACES TO NATURAL GROUND AND ABUTTING LOWING THE PLANTING OF THE SLOPES. CUT OR FILL SURFACES OWNER /PERMIT TEE 32.0' 32.0' 19.0' 1.0' 0' '?. OX f I - - -- D STREET_ . ..... I 2.Ot1 6 ' EXISTING BERM 0.5 . SAND BAG CHECK DAMS TO BE PLACED IN A MANNER APPROVED BY THE i? NOTWITHSTANDING THE MINIMUM STANDARDS SET FORTH BARRY STONE AND ASSOCIATES, INC. BERM E 2.0t r o -- - I __ _ _ __o ^� ` N4-L - r�J a COUNTY DEPARTMENT OF TRANSPORTATION IN UNPAVED STREET WITH IN THE GRADING ORDINANCE AND NOTWITHSTANDING THE P.O. BOX 1342 L �• . GRADIENTS IN EXCESS OF 2% AND ON OR IN OTHER GRADED OR EX- APPROVAL OF THESE GRADING PLANS, THE PERMITTEE IS RANCHO SANTA FE CALIFORNIA 1 p' 3.0' 1;1 LIMITS OF STREET CORE CAVATED AREAS AS REQUIRED BY THE COUNTY DEPARTMENT OF TRANS- RESPONSIBLE FOR THE PREVENTION OF DAMAGE TO THE + PORTATION. THE LOCATION AND DETAILS ON THE SAND BAGS SHALL ADJACENT PROPERTY NO PERSON SHALL EXCAVATE ON 92067 LIMITS OF STREET CORE 1:1 3 0' BE SHOWN ON THE PLANS. LAND SO CLOSE TO THE PROPERTY LINE AS TO ENDANGER TYPICAL 52 STREET CORE SECTION ANY ADJOINING PUBLIC STREET, SIDEWALK, ALLEY, FUNC SITE ADDRESS (NO SCALE) TYPICAL 12B STREET CORE SECTION 7 CATCH BASINS. DE TSAT BASINS AND STORM DRAIN SYSTEM SHALL TION OF ANY SEWAGE DISPOSAL SYSTEM OR ANY OTHER (NO SCALE) BE INSTALLED TO THE SATISFACTION OF THE COUNTY DEPARTMENT PUBLIC OR PRIVATE PROPERTY WITHOUT SUPPORTING AND ENCINITAS, EAST OF INTERSTATE S. CALLE CHRISTOPHER (CUL -DE -SAC) OF TRANSPORTATION. PROTECTING SUCH PROPERTY FROM SETTLING, CRACKING EAST SIDE OF EL COMING REAL APPROXIMATELY , EL GAMING REAL EROSION, SILTING. SCOUR OR OTHER DAMAGE WHICH MIGHT 2700 FEET NORTH OF THE INTERSECTION OF � MANCHESTER AVENUE AND EL CAM1N0 REAL. 56' 8. AT OR NEAR EVERY POINT WHERE CONCENTRATED FLOW LEAVES THE RES ULTFROMTHEGRADINGDESCR IBEDONTHISPLAN THE 10 28' 28' DEVELOPMENT, A DESILTING BASIN AND AN ENERGY DISSIPATOR MAY COUNTY WILL HOLD THE PERMITTEE RESPONSIBLE FOR 41. BE REQUIRED TO BE CONSTRUCTED TO REMOVE SILT FROM THE WATER CORRECTION OF NONDEDICATFD IMPROVEMENTS WHICH 10' 1. 10' AND RELEASE THE WATER AT A NON- EROSIVE VELOCITY. DAMAGE ADJACENT PROPERTY p ZONE 8 .0' 1.0' 16' 16' 3.0' 1.0' 8.0' EROSION CONTROL 13 SLOPE RATIOS: , OX �n FINISHED STREET SUR O 5 1 I 9. THE DEVELOPER TO MAINTAIN THE PLANTINGS AND Z - FACE IA !l _ `^ n__ - - - _ _ ______ -{ I` r __ 2.Of' MEASURES DESCRIBED ABOVE UNTIL RELIEVED OF SAME BY THE COUNTY CUT -- IK:1 FOR MINOR SLOPES; 7:1 FOR MAJOR SLOPES PRD -3 DEPARTMENT Of TRANSPORTATION. T f - {I SOILS REPORT R evie w O/ A Re po HE DEVELOPER TO REMOVE ALL 1 Slopes Dev;atrng From The Alcove WILL Requve J II SOIL INTERCEPTED BY THE SAND BAGS, CATCH BASINS AND DESILTING FILL ? : A Of Pu A hia Works ter m 1.0'L. BASINS AND KEEP THESE FACILITIES CLEAN AND FREE OF SILT AND Approval Of Fr om A Soils Fngrneer or WE HAVE REVIEWED THESE GRADING PLANS AND FIND THAT THEY COMPLY 3.0' 1:1 LIMITS OF STREET CORE SAND AS DIRECTED BY THE COUNTY DEPARTMENT OF TRANSPORTATION. we Fr om WITH THE RECOMMENDATIONS AS SPECIFIED IN OUR SOILS REPORT FOR THE DEVELOPER SHALL REPAIR ANY ERODED SLOPES AS DIRECTED BY EXCA VA rION: 346.000 C.Y. FILL: 346,000 C. Y. Y� THIS SUBDIVISION. TYPICAL 56' STREET CORE SECTION THE COUNTY DEPARTIENT OF TRANSPORATION. WASTE /IMPORT.• O C.Y. A Separate Permit Must SOILS REPORT BY: SOUTHERN CALIFORNIA SOIL a TESTING, INC. (NO SCALE) 10. THE EROSION AND SEDIMENTATION CONTROLS AS RECOMMENDED IN THE Be Obrei�Waste Or Import Area a _ CALLE SCOTT, CALLE CHRISTOPHER "EROSION AND SEDIMENTATION CONTROL RECOMMENDATIONS SHALL BE SPECIAL CONDITION: IF ANY ARCHAEOLOGICAL RESOURCES ARE W --rya rf z -•a - -= (LOOP STREET) ADHERED TO IN ADDITION TO THE GRADING ORDINANCE FOR SAN DIEGO DISCOVERED ON THE SITE OF THIS GRADING DURING GRADING O BY: 60' COUNTY. (EIR) OPERATIONS SUCH OPERATIONS WILL CEASE IMMEDIATELY AND t DATE: 7 _y, 9 � 30' 30' 11 . THE OFFSITE ORAINAE IIMROYEMIF3ITis REQUIRED BY CONDITION 15 OF THE PERMITTEE WILL NOTIFY THE DIRECTOR OF PUBLIC WORKS }' I 10' TN 3806 -1 SHALL BE CONSTRUCTED PRIOR TO IMSS GRADING OF THE LOTS. DF THE DISCOVERY GRADING OPERATIONS WILL NOT R LA MfAK'E UNTIL THE PERM/T1FF HAS RECEIVED WRITTEITTE N {11 1 8.00 1 ' 1. 18' 18' 3.0' 1.0' 8.0' � 2 FINISH GRADE AUTHORITY FROM THE DIRECTOR OF PUBLIC WORKS TO DO SO Z 14. ALL GRADING DETAILS WILL BE IN ACCORDANCE WITH SAN DIEGO '2.OX� v+ FINISHED STREET SURFACE I 2.0%: • f - - - -- - ---- 0. H 2 ti �� `�� \ COUNTY STANDARD DRAWINGS DS -8, OS -10, DS -11, AND D -75 �� rc �'I 'r NATI ACTED FALL `; 15. SLOPE STABILITY THE PROPOSED CUT AND FILL SLOPES SHOWN ON THESE PLANS 1.0 H y 5 ` WILL BE STABLE IN RELATION TO DEEP SEATED FAILURES 2 3.0' 1 :1 LIMITS OF STREET CORE l� .' 1� NATURAL GROUND PROVIDED: A) THE CLAYEY TOP SOILS ARE RESTRICTED FROM THE SELECT I- TYPICAL 60' STREET CORE SECTION ,� SELECT FILL AREA SLOPE ZONE INDICATED IN DETAIL A ON THE SIDE. J (NO SCALE) (NATIVE SILTY AND CLAYEY SANDS PER SOIL B) THE LOWER PORTIONS OF SLOPES OVER 50 FEET IN HEIGHT ENGINEER'S APPROVAL IN THE FIELD) ARE CONSTRUCTED IN SUCH MANNER THAT THE SOILS WITHIN W CALLE RYAN THE SELECT SLOPE ZONE BELOW A DEPTH OF 50 FEET FROM II- DETAIL A THE TOP OF THE SLOPE ARE RESTRICTED TO NONEXPANSIVE 40' i TORREY SANDSTONE MATERIALS. THE UPPER 50 FEET OF THE (NO SCALE) SELECT SLOPE ZONE CAN BE CONSTRUCTED FROM EITHER THE O ?'! SANDBAGS TORREY SANDSTONE MATERIALS OR THE ARDATH SHALE N A CIVIL ENGINEERING LAND ANI1"V" T AS -BUILT CIVIL DESIGN GROUP, LTD. MA ERIAIS. H- 1.6 SASS SASS SIT ALIFAN DRIVE SUITE too PRIVATM CONTRACT STREET CORE SAN DIEGO CALIFORNIA 9711+ Pul !'j1 4� l r "ONE : IE,91n9- so 2 A SECTION AA THIS PLAN SNOWS THE FACILITIES AND THEIR LOCATION AS CONSTRUCTED (1 T { '��7 CASED ON DATA H BY THE INSPECTOR OF THE WORK AND THE APPROVED IN CONFORMANCE WITH PERMITS COUNTY OF SAN DIEGO Y O TYPICAL SANDBAG DE TAIL � NO SCALE CONTRACTOR. THE E LOCATI OF THE FACILITIES AS SHOWN MUST BE ITEM 21(d) OF TM 3808 -1 DEPARTMENT Of PUNIC WORKS t O VERIFIED IN THE FIELD BEFORE THEY ARE TO BE INCLUDED IN FUTURE R78 -75 MICROFILMED NO SCALE CONSTRUCTION PROJECTS BECAUSE THEY WERE INSTALLED USING THE REZONE PERM NO. GRADING PLANS FCM: V 1 CURRENT INDUSTRY TOLERANCES. i P82 COUNTY OF SAN DIEGO DATE: l0/!l87 � �. � SPECIAL UK PERMIT NO N U' CH l k lY �, I f TRACT 380$ DIRECTOR EAD DA E TENTATIVE MAP NO M08 LU - GRADING OF THE STRUCTURES IN THE FLOOV APPROVED IN CONFORMANCE WITH C3LJIVTY APPROE[ V CHANGES BENCH M ARK CALIF ORNIACOON DONATE wm111 314 -1689 CONTROL CHANNEL SHOWN ON IMPROVEMENT ITEM 21(C) OF TM 3808 -1 r'wbM�~ I S.C. oESCRIPTIor OC -0077 1/2" S T EEL PIN IN CONCRETE MONUMENT amucA OFPUB E � _ z 1 PLANS FOR TM 390 sN��TS i� TNRU 15 ^GI FROM INTERSECTION OF SAN MARCOS ROAD AND EL CAMINO REAL °K 'L - I *� KL I A CoNCURREN7Ly WITH THE "S B!/ /LT s yf7 E.F. COOK R• E• 9647 �*1G, ` J ✓ SHALL 'PROGRESS locAT,oN 0.3 MILES NORTH ON EL GAMING REAL, 4 FEET SE OF tit 01 "" C - DIA1 G OF TM 3808 AND TREY SHALL BE � / PP 121491. 34.5 FEET WEST O F EL GAMING REAL. ✓ � -- - Nxn.• a 1O 0 " " - ,aunty • rrtrr unmet e. - ,,,�„ RICE 964 7 ;I-ILI M""' OPERATIOLIALLy COMPLETE PRIOR TO PPP RtCOROFROr COUNTY OF SAN DIEGO Fr�RaEG L -0229 R PLANNING ENGINI kRI N(: All(:NITECTU Rk a is Irrs rEA, a �_� �� .yew BAS.SOCIATES, LTD. " "°" 35 Via_ 5 B1 DECEMBER I 1983. `� ELEVATION 174.618 DATUr U.S.C. 6 G.S. ER E. F. GOOK DIRECTOR DPLU DATE N. , „� ",• ,,_ ,,, „. PREPARATION AND REVISION LOG FILE NO. A" M t ma -� - �WMA /� .,� •,ter.• ._.._._- .: / ■� , ®�,� I I f pl, Now v Ir v 0 All • ?��`���/ mil', ,; � 1�!„_ � �. , - ��� _ 1� //''� • _ 1 �* I � �= = ������ ; -� ' ri : • `� + 1= +.: 1. " 1 �' .� ' • '� • •. - I /r % / .. 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RTrGt c7� E- -- - 1►z V, sw. 4o Iw GOP. 4G MeM P C'2)1 CxoL. s PvG GDUrL.0 w- I UN lON I N S Xil.. ATM. `4W. VW44EF CL �t ag u �r LTA tom. klrP r. (LOM&FT A6 LONG. SU�bRT _ I 4 ' � �,R � STA�K>C. EIII ails III1 =1 II 1�.?tP�1_ 1,►�tE - A. • . • LJ t' ELL W/ m6Lz a � s&cw MPd N U N✓�. -'1TQ- . I " E�iD IKlcicoP. I'>�fl`f2 N AL FiTf1W1 , INCLJ; IRO ATI" r05pI.4�0 \^C- 1; 15PE � 4 5' ti0T I�fc Fes, '1l4WN 7,e CONTfa L V,aL� -1! OF$ L�,R PSG t[TEJI�L. UNE 6 ,(� -" �L�cNb1.�- PVG NIP!"t -e f'�1G AllfNN UNM, TO IZ.G.V. --� r S IIJKL -Ek MItiJ IZ° +�=NtD TW 4L.L WA.L-kWdYS. -rw Lam - Utslm rF - I►� r c`�lhK_,Ee wrM4 Svc vP�LVJ✓ WIC W./ TW I�'T" L.GriK PL.As G Go V k".t� wcu m N I AS BUILT RECORD DRAWMI(i w'/l r n iw 1 THIS RECORD DRAWNSO HAS BEEN PREPARED BASED ON VISUAL SITE ONERVATKINS AFTER COMPLETION • OF ALL WORKS. (RLLES►IE DELORENZO i ASSOC.. , � ASLA, WAS NOT RETAINED TO MONITOR IRRWATK* INSTALLATION, THEREFORE, CANNOT SUBSTANTIATE EXACT LOCATIONS OF PPE AND METHODS OF INSTALLATION. A g '�_�� �► . L�ru•'T� �/,h1.rV� �REI� �rOt�fDJC'�(�E QIQG�I7F.C,''r' 1'J62 � Ate- '! PRIVATE CONTRACT G Napie DeLorenz A.S.L.A. ET COUNTY OF SAN DIEGO ft1PlLlf`t� dt AsEocwles, Incorporated o> IerMFrrr f4_cLcl k ccj a HE Ta ; Lanclsco�_�- icr)Je0ur la and Pbnri I PRECISION ox:p °� °� "5 COUNTY OF SAN DIEGO OCT 201987 � � - � `� p COUNTY APPF0VED CHANGES BENCH MARK " " A C I 3808 , MICROFILMED N.. Appn "d yy D " CALIFORNIA COORDINATE INDEX ru'i A ENE✓ �f 'jam DESCRIPTION: OC -0077 112" STEEL PIN IN CONCRETE MONUME �✓ �� / �G 9 B� SECTION OF S MARCOS ROAD AND EL CAMIIVO REAL �� ~ A � wwECTOR os 1'UeLIG WcW�' LOCATION: 0 .3 MILES NORTH ON EL CAMINO REAL, FEET SE OF ^�I I^I� PP 121491, 34.5 FEET WEST OF EL CAMIN REAL. ^ / d O ��� �� �� CJvI I 1 I "�./V V f --r ' l/ " IJ I v �UI✓ RECOND FRON: COUNTY OF SAN DIEGO. 1 t o..d„M ELEVATION: 1 74.618 pATUM: U.S.C. & G.S. -1 -59 Wadif".. LO22cT W d FILE N0. - t ' IRRIGATION NOTES 1. IRRIGATION PLAN IS DIAGRAMMATIC ONLY. '(� G"�L�✓t CIMC� 2. ALL STREAM SPRAY AND IMPACT SPRINKLERS SHALL BE INSTALLED AT TWELVE L } M �TaI' Q�ECL. (12 ") INCHES ABOVE FINISH GRADE WITH ONE (1) FLEX RISER AND STAKED C.L P 02 ' `� WITH A TWENTY -FOUR (24" LONG, #4 REBAR AND TWO CLAMPS. REFER TO ALL A t L 4tM 4 S 9A-r HE ' S M1i.1- Iz" �, IMh►cr NMII►bs Z4" ��M 3. ALL STREAM SPRAYS AND IMPACT HEADS ON GALVANIZED PIPE SHALL BE I 06GNA Re6 + TWELVR (12") INCHES ABOVE FINISH GRADE AND STAKED WITH A TWENTY- S , FOUR (24 - ) LONG #4 REBAR AND TWO CLAMPS. REFER TO DETAIL. �F. X11 4. CLASS 200 P.V.C. PIPE SHALL BE STAP1,F.n TO GROUND EVERY FIVE (5) FF.R'" #4 bbK UITH THIRTY (30) INCH LONG 04 REBAH. 5. ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE. 6. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN THE I F1rlIGH GrbM PRESENCE OF THE BUILDZR/DEVELOPER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM A TEST COVERAGE OF WATER AFFORDED THE PLANTING AREAS TO ENSURE tea/, CIO ELL 1T IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL a MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES _ li OF COVERAGE AT HIS OWN COSH. N Db � k i tzACR�k - _ c-&w r 1pmz You r=1IM1lilk - M Ovti.kb A�( WA.t- 7S lid 1"JL�IV�, MI�Lz Pirt°IF� 7. PRIOR TO BURYING IRRIGATION LINES: EFL - -GI Lxr�l'6+L LINfs -ALL AI'�OV>c A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED CmAbCZ ld7rRN-, 0140o� ee C.LAW X1 AT 150 P.S.I. FOR A PERIOD OF TWO HOURS. ANY LEAKS FOUND SHALL - �1 Qr �I G �j� IJ/JMv3ie,;, BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING, h -1rt.1 Iz "}�M kl�- i�Wa`1'S th41�G1 NEW MATERIAL IN PLACE. H. ALL LATERALS SHALL BS PRESSURE TESTED FOR A PERIOD OF ONE HOUR I1�-IF � /?^f' ��.►���iF:LI(I C� - I�(i //� 1�I TG�'1 �]IC� AT THE DESIGN PRESSURE OF THE SYSTEM. 1 �(/ 1 OJT �I�I II`(�✓ Yy hl. J�/ , C.�( I (/(J�..J f I C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS'MORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE BUILDER/DEVELOPER'S ADTNORIfED REPRESEN'l91TIVE. 8. ALL PRESSURE MAINLINES SMALL BE EIGHTEEN (18) INCHES DEEP, AND ALL LATERALS TWELVE (12 INCHES DEEP. f. ALL AUTOMATIC VALVE/ SMALL ME LOCATED MI?NIN SHRUB AREM1i AND INSTALLED IN 01EEM pDCTANGIULAR VALVE DOXIS WITH ONE (1) CUBIC FOOT OF PEA GRAVEL 109ANATH THE VALVE. GATE VALVES SHOULD BE LOCATED IN THEIR OWN 021 VALVE DOEES. 30, ALL WIRE SMALL BE AMC -W DIRECT BURIAL TYPE, AND ALL SPLICES AND CONNECTION/ /MALL 1N MADE WITH PEN -TITS CONNECTORS. [( j IRRIGATION LEGEND 11- CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. ADDITIONALLY, CONTROL WIRE SHALL BE SLEEVED t %iF.H PASSING UNDER PAVED AREAS. SLEEVES M SHALL BE A MINIMUM OF TWO (2) INCHES IN DIAMETER. yut- A SYMBOL QiCRIPTIlON MANUFACTURER RADIUS PRESSURE G.P. 12. ALL ANGLE VALVES, Al7TI SIPHON VALVES, AND ATMOSPHERIC VACUUM BREAKERS 0 IMPACT SPRINKLER TORO 432 -01 34 20 3.1 SHALL BE INSTALLED ON GALVANIZED STEEL RISERS (SEE DETAIL). ANTI STRAM SPRAY TORO 570 -35 20' 30 1.5(H).73(0) SIPHON VALVES AND ATMOSPHERIC VACUUM BREAKERS SHALL BE (12) TWELVE LOM >�E& STREAM SPRAY TORO 570 -10 19 30 2.74(F)1.5(H).73(Q INCHES ABOVE THE HIGHEST HEAD OF EACH INDIVIDUAL SYSTEM. STREWN[ SPRAY TORO 550 -12 -04 13' 15 .5 STREBM SPRAY TORO 550 -12 -08 13' .9 13. AUTOMATIC CONTROLLER SHALL BE MOUNTED ON PEDESTAL WHERE INDICATED f'1d11"tuM r VAUVt MiE OM MANUAL CONTROL VALVE WrDAO -MIN BEM 2M ON IRRIGATION PLAN. A 110 VOLT "J" BOX CONNECTION SHALL BE PROVIDED 1 MWW 02#10 HILX LJ1 4 %04AM WYVM04WN 6213 WIT" cR*- wpCN AND CONTROL WIRES SLEEVED IN ELECTRICAL C©MUST TO MAINLINE. 100 1a_J0w Y*0` P/ WWM Wl► VOLT SERVICE AND HOOK -UP TO CONTROLLER SRALL BR BY BUILDEII /Dl11�F!'WPER. ANGLE - VACUUM BREAKER - CHAMPION 362 'IQ} LINE SIZE 14. CHECK VALVES SHALL BE USED WHERE INDICATED AND ADDITIONALLY WHERE AUTOMATIC REMOTE CONTROL HYDRO -RAIN SERIES 103 NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN VALVE (IN PLASTIC BOX) SYST04 IS TURNED OFF. 6UM SACKFLOW FEDCO 82S/ 075` PREV=rrERS 15. THE LANDSCAPE CONTRACTOR SHALL FURNISH AT THE LOCATION OF THE IRRIGATIO! ♦♦ GATE VALVE - LINE SIZE HAMMOND METER, A SET #6 CONCRETE METER BOX. INSTALL A 2 FLANGE GATE VALVE AUTOMATIC CONTROLLER RAINBIRD "RC" SERIES WITH A 111" REDUCER AND SHORT NIPPLE AND I% FLAME ON EACH SIDE OF PEDESTAL MOUNT (SEE PLAN) PROPOSED METER. ALLOW 13%" BETWEEN 0KCH VALVE ASSEMBLY TO ACCEPT HOSE BID 1s4 t* L A5 ?Plat Pe - TA IL 1-6• - !�AW t:AW W V1104A.L. ITb. b►-4A- Ike MATER METER. UPON COMPLETION Or INSTALLATION, THE LANDSCAPE CLASS 200 P.V.C. (BURY 12 ) NON - PRESSURE LATERAL LINE CONTRACTOR SHALL INFORM THE BUILDER /DEVELOPER THAT THE IRRIGATION SIZE INDICATED METER MAY BE SET. -� SOH. 40 P.V.C. (BURY 18 ") PRESSURE MAINLINE ��� �� �� SIZE INDICTED 16. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, - - - CLASS 200 P.V.C. - STAKE ON LATERAL LINE MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. UP FACE OF SLOPE AT 5' -0" O.C. WITH 24" STEEL STAPLES 17. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF / -{�- ANTI -DRAIN VALVE FLO CO. THIRTY (30) DAYS AND SHALL WATER ON A DAILY BASIS. ( )~ 06M%T1G WA'TEpz, Jr - -�oI!F I,L - TAIL 1 A 1 7N15 C;4eeT. 18. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO � BE -FREE OF DEFECTS IN WORKMANSHIP AND MATERIALS FOR A PERIOD OF ONE 4 10•�eo I°Sr (1) YEAR FROM FINAL ACCEPTANCE BY THE OWNER. t "7Z� w)u u'4tp / tl i �> ET -7S 19. ALL LOCAL, MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO �- ALVE SIZE LENGTH OF WIRE RUN WIRE SIZE AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE AS BUILT A. 0 -750 FT ................ #14 CARRIED OUT BY THE SPRINKLER CONTRACTOR. (COUNTY OF SAN DIEGO, RECORD DRAWNG G.P.t;. ( GALLONS PER MINUTE B. 750 -1250 FT ............. #12 STANDARD SPECIFICATIONS FOR SPRINKLER IRRIGATION SYSTEMS, DATED THIS RECORD DRAWING HAS DUN PREPARED BASED r -- -- C. 1250 -2100 FT............ #10 AUGUST 10, ON VISUAL SITE OBSERVATIONS AFTNI 001/1ET10N Slzt= oiw I .Lr L.IN41E *>*TW vAl -v1F A Orlk -t%T HIF-Abee -MIs OF ALL WORM ONAMO 1E 00.00aW a Assoc., W � VAL_v TN1✓ srzl✓ I}.J bIG.4T�b ASI A, IN ST A LLATION, THEREEFORE, O SUBSTANTIATE EXACT LOCATIONS OF PIPE AND NIETMODS OF INSTALLATION. 2t. " log J0 - r 60Ht00UWb S441a.- J!59: U 6Ft=)OW A4.J_ . b v THCLk`Abrb t?v_G. C.o1N��GTIDI.IS.� Vb Oµ coK,/ E+eE.o �o3coP� �u1r�r � 1362 PRIVAOM CONTRACT COUNTY OF SAN DIEGO (M�M Gie DOLC+muo, A.S.LA. 5 T'ICIiTrJP R_ t`SL.IG YJ fMEETi Ill+ Anoc 'nc C7(Y4.1C71-'fl fl�lE Y,t11fE�. ICIl(l 1 rillfll lif lCj ein warn Ian Diego ['alnornio 9210" OF SAN DIEGO ' 4. '9551 ^.5 COUMY TRACT COUTY AFIMPAMMO CHAN (3ES BENCH MARK N CALIFORNIA COORDINATE INDEX - IM. Dacriptios AgmrN h Date OC -0077 112" STEEL PIN IN CONCRETE MONUMENT Approved R.J. Masemen PRECISION 0 FROM IN OF SAN MARCOS ROAD AND EL CAMINO REAL DIRECTOR os nxt wcrr�s AS 8011 -T c� 947 OCT 2 01987 C LOCATION: 0.3 MILES NORTH ON EL CAMINO REAL, 4 FEET DE OF c i MICROFILMED PP 171491, 34.5 FEET WEST OF EL CAMINO REAL. 4�1 RECORD FROM: COUNTY OF SAN DIEGO. a"di"q L � ELEVATION: 174.618 DATUM: U.S.C_ & G.S. l'�'P Permit No. FILE N0. A 4 tj 90PT 4 QFj � i 1 �...._ I m ew A L J raw to I it �► �� -= � o � ► � � f ie IF WA ILI aff wi ' JA I oto AM Wif LN I f orw / •� . '�' e /� \ . \ V � • - . I ` 'mil � Ij;�l�,� ' I • /� - T!� ~ ....., '�".M ---�. A � W. �. , �P. '.`.► � ` �-. � P � � � 1��' I�� i °���� FOR .:. � ..., ,. �4. '�" r r ' � � 1 /► . , —. a mow. N 10 '� - � 1 � ,„ ,! r '� • �,�" _ «...- ., . � \ �� +• � � r►; ,. �!",, ' f Wit A. N p FOR 79 I • � �• 6 r .... � � �� r:A' 1 , w -'� . r • L,wr" �i �1 I �' / Y � i ' 1 { � 7I: R�...JYi. � :P �... � � � 67 Olt= /a ► �..�. .. .� ♦ !! r -. � �'�' � � � , � �Y ��. jam.. _ � • • � �. , i *.�. i ., �� � � 'fi r♦' , I W � � ��� . Y��iW, � 'III +��• I• •• �- 4 lid or t w . I i fI/ v � WN A M Mow I � • N, a 1, RMR PIPES • I ��V a . ,s. It ,♦ ` * + h r- oolO�O so _ w wt 0 000® •� - �ooca� „- _ 3 " e Y I f` , 3 5 tl r a 111 • .*..�.�.•� -� _ ....�' .�,,.� -_ � `r � ► „� • �' .��'L' L , � s �, l�r;��; •�- z._;c- ;..�.. sow r 41,,,11, •° /• /�� � ' � �`,� � +`'• `�� . '' • r ;j; � J � ,• ^'r` f • �� ` ,` • "'j a �. •, . - i ce t •)11 :LY.1 •/ r. 1 �; ♦ • Ir too ,` .�` • , ,� 1:�� 1 • .� �•�IdI A i• • ±s�w�rY�• QT ••- ' , '• 1 \ / �i,,�r ► 7 ■ 1� � � a . � 4 t V � � � � _ ICI - _. � �� �, � ��� � �� • � �'/' al�'� Ism I F 4 1 . p/ lit lim ;m 0 th: ,. �� �. r Q I ,, �� r ter► r, .,�, , �.:���,w,� 11 Lis 1-4 MiNIN Bob 0 PIN pie AW MR alto, A OvIr W! MMA MCI k 1p "WAN IT t � y ��� � , • � � A � ' �_ _ —•fir �` � .� : � -. 1 . 111. � _ � •' -, , �� � . . � i• •• � �x I�.r a �.. ` raj !f t� ,:� r I . ..'' ; � �� � Is •�._• Via � •- , . • 'i��•'" , I H s� • :1 �.; r , 1 • 1 _ MOW 7/�I� ✓— .. . , 4 _ • �� of f \ t �' • . , .��� � �� AEI • �, �� ' �� � � �� • • • • t 0AW� S r n 1 w �/. s � f • � � C � � ��.I .. /� IY ..d►� .,t �iC� � f1 v. AIM �� , • . r /,� � .:,;,::.,..sue �A,,�1 � � � / - r/ ' � I �� � • :: / ! • � rr __ - _ - —.�"` � �, ".��:;. :: � III �• Ilr+ 1J � ,1, /, i�� \ �I � • I INA slow ^' I �Ill� ,• •i • r�_�i►,��t . `ice ,�,i. 1 / <�-��:' /� ' r'. ..� �'•t, ' ,Y���r�_ �1�. t/ d 1 1 1 1 • • • • '�f ,t •`\ ,'�`\ ���� •��e•'• • ., • • i =,. I,��'1 \ � f 0 1 K v' + ' , � U �� � •'` ! •1. 1 : « y' V� I r/ • • •� I 1 ®� • �I ,I'� `' �I ,.�. "�` / �y • ♦ �' • 1 ii i ` r . �, R ' � `1,�� � • i �'�, • t ®� ,1�► • f �' ``; v r�, C: �_•�-•.—�� I I �' , L �i�f' �.IJJ7.' `.r.r �_ • ii____ �C •� • .. 1 ,v�r' ♦ . - rr �� .,t / /, ...tor" _. .,.� ► R . ® I V .� „ i�r Y \� I.If I � =� • 1, • • 1' • ! ` , � ' � "�' . _ h i � '� �' � � � lr.r•J. 6 �ji'� �S` ',y-�' INA � , ��• ��i� Ml TW6I Nab qwAAIrA=W;& MW ED 1 % Y •�� • � , c. • eta � ` `� , � �� `� `�` � « � `� �� . �. _ • • I • 1 CAI Nor I pp Moll ads lopes awl rp • • • • • Ell rq•I1�••A.I� ■rlrl��'...il. n APPLICATION PROCZDURSO AND MIUIPMEMT PLANTING NOTES (GENERAL A. EW IPMENT - HYDRAULIC NQUIPMENT USWD FOR THE APPLICATION OF Yfff SEED AM 916URRY OF PREPARED WOOD PULP O A & M 1. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL OF THE "SUPER HYDRO - MR" TYPW AS APPROVED SY TNR SAN 03"a AND ALL PLANTING AREAS SHALL BE THOROUGHLY WATERED IMMEDIATELY COUNTY ENGINEER. TNIS BOUIPMBNT SNALL HAVE A BUILTOTN AGITATION AFTER PLANTING. / ( �N`I•r��G SYSTEM AND OPERATING CAPACITY SUFFICIRNT TO AaZTATX? SUSPEND {t AND HOMOGENOUSLY MIX A SLURRY CONTAINING NOT TABS THAN 404 DS 1 , BEFORE PLANTING, ALL PLANTING AREAS SHALL SW PRWB OF ##WEDS ROCXS \ ."Rjp JGFA.IL W./ FIBER MULCH PLUS A COIIiINED TOTAL OF 79 YXITILIXER SOLIDS FOR AND DEBRIS. EACH 100 GALLONS OF WATER. 3. PLANT PITS SHALL BE TWO TIMES THE WIDTH OF THE CONTAINER. SEE DETAIL. THE SLURRY DISTRIBUTION LINES SMALL BE LARGE ENOUGH TO PREVENT STOPPAGE AND SMALL BW EQUIPPED WITH A SET OF HYDRAULIC SPRAY 4 BACKFILL FOR PLANTS SHALL BE 401 NITROGEN STABILIZED WOOD SHAVINGS, NOZZLES WHICH WILL PFAMOW A CONTINUOUS NON- FLUCTUATING 60% SITE SOIL. s DISCHARGE. THE SLURRY TANK SHALL HAVE A MINIMUM CAPACITY OF 1500 GALLONS AND SHALL BE t•SOUNTED ON A TRAVELING UNIT, EITHER 5. FOR EACH CUBIC YARD OF BACKFILL THE FOLLOWING AMENDESENTS SHALL BE ' „; SELF - PROPELLED OR DRAWN BY A SEPARATE UNIT, WHICH WILL PLACE INCORPORATED: THE SLURRY TANK SPRAY NOZZLES WITHIN SUFFICIENT PROXIMITY TO N� mix f s"` THE AREAS TO BE SEEDED. A. ONE (1) LB. FERTILIZER B. TWO (2) LBS. OF IRON SULFATE. } ' � • i B. PREPARATION - THE SLURRY PREPARATION SHALL TAKE PLACE AT THE * ,t $ FORK AND SHALL BEGIN BY ADDING WATER TO THE TANK WHEN 6, SET PLANT IN CENTER OF PIT SO WHEN SETTLED, THE CROWN WILL BE t .• °F � "i'D THE ENGINE IS AT MALFrTHROTTLE. WHEN THE WATER LEVEL HAS ONE INCH ABOVE THE SURROUNDING GRADE. TRSDIC REACHED THE HEIGHT OF THE AGITATOR SHArT, GOOD RE- CIRCULATION SHALL BE ESTABLISHED AND, AT THIS TIME, THE SEED SHALL BE 7 ALL SHRUB AREAS SHALL RECEIVE GROUND COVER THROUGHOUT TO BASE OF 01 1•IQL.E". ADDED. FERTILIZERS SHALL THEN BE ADDED, FOLLOWED BY WOOD PULP SHRUBS. MULCH. (2)X wr I OF WORK TRACTOR SHALL CONTACT 8. PRIOR TO COMPLETION , LANDSCAPE CON MULCH SHALL ONLY BE ADDED TO THE MIXTURE AFTER THE SEED AND OWNER AND ARRANGE FOR A WALK THROUGH OF THE JOB SITE. OWNER Yom. WHEN THE TANK IS AT LEAST ONE -THIRD (1/3) FILLED WITH WATER. MUST ACCEPT IN FULL ALL WORK PRIOR TO BEGINNING OF MAINTENANCE PERIOD. THE ENGINE THROTTLE SHALL BE OPENED TO FULL SPEED WHEN THE TANK IS HALF-FILLED WITH WATER- ALL THE WOOD PULP M 9. MULCH SHALL BE AFTER ACCEPTANCE Or WORK IN WRITING FROM OWNER, THE MAINTENANCE ADDED BY THE TIME THE TANK IS TWO- THIRDS (2/3) TO THREE - FOURTHS PERIOD SHALL BEGIN. (3/4) FULL. SPRAYING SHALL COMMENCE IMMEDIATELY WHEN THE TANK IS FULL. 10. MAINTENANCE SHALL BE THE RESPONSIBILITY AN THE LANDSCAPE C L.�iE HE SLOPES WITH A UNIFORM, FOR A PERIOD OF THIRTY DAYS AFTER ACCEPTA 9Y OP31FR AND SHALL L TOR SHALL SPRAY T INCLUDE BUT NOT BE LIMITED TO: C. APPLICATION THE OPERA VISIBLE COAT BY USING THE GREEN COLOR OF THE WOOD PULP AS A IN . ON A DA ILY SCHEDULE. APPLIED IN A SWEEPING MOTI , A WATERING ALL PLANTS ON GUIDE. THE SLURRY SHALL BE ) AN ARCHED STREAM SO AS TO FALL LIKE RAIN, ALLOWING THE WOOD FIBERS TO BUILD ON EACH OTHER UNTIL A GOOD COAT IS ACHIEVED, B) REPLACEMENT OF ALL BARE GROUND COVER AREAS. REQUIRED RATE PER ACRE. AND THE MATERIAL IS SPREAD AT THE RE Q CULTIVATION AND TRIMMING C WEEDING CULTIV " D. ALL BARE ..POT.. SHALL B SPOTS E RESEEDED WITHIN NINETY (90) DAYS TO THE SATISFACTION OF THE COUNTY ENGINEER. fl t7 11 AT END OF THE MAINTENANCE PERIOD THE LANDSCAPE CONTRACTOR SHALL II I PRIOR TO THE ACCEPTANCE OF THE HYDROSEEDED AREAS BY THE COUNTY'S APPLY AMMONIUM SULFATE AT A RATE OF 5 LBS /1000 FEET, IN ALL RESIDENT ENGINEER, A CERTIFICATION REPORT MUST BE SUBMITTED BY PLANTING AREAS. A REGISTERED LANDSCAPE ARCHITECT, STATING THAT THE HYDROSEEDING WAS DONE ACCORDING TO THE PROJECT SPECIFICATION AND THAT ITS 12. AT THE END OF THE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SIGN. D ARRANGE FOR A WALK THROUGH. OWNER GROWTH IS ADEQUATELY ESTABLISHED TO PREVENT EROSION- SHALL CONTACT THE OWNER AN MUST DEEM ALL WORK ACCEPTABLE PRIOR TO TERMINATING MAINTENANCE PERIOD. V ` 13. UPON COMPLETION, AND BEFORE ANY INSPECTIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS. 14. PER COASTAL COMMISSION REPORT APPEAL NO. 196 -79, APPLICATION NO. 14 ^l Tcxr- NhiLFA TO R 126 -50, LANDSCAPE CONTRACTOR SMALL INCORPORATE TRANSPLANTING OF THE '�i-�) � HYD OS EEDING SPECIFICATIONS FOLLOWING SPECIMENS, AS DESCRIBED IN A PROGRAM REVIXWWD AND APPROVED BY THE COUNTY OF SAN DIEGO �1v1 Jt l l t1�1 *t"'�� biv AND 5P I. � eemp sT�K�- To nx� t7 MIN. 1 Z'(N'TD ur1�T. HYDROSEEDING MIXTURE AND RATE OF APPLICATION SMALL INCLUDE ON -SITE SUPERVISION OF TRANSPLANTING BY A QUALIFIER � BIOLOGIST WITH EXPERTISE IN COAST CHAPARRAL AND COASTAL SAGE SCRUB - 44�:FlWt`4 4;fs r 2 LBS /ACRE - ENCELIA CALIFORNICA DEL MAR MANZANITA 10 LBS /ACRE - ATRIPLEX SEMIBACCATA COAST BARREL CACTUS 2 LBS /ACRE - CISTUS CORSICUS CHOCOLATE LILY GDS 2 LBS/ACRE - ESCHSCHOLZIA CALIFORNICA SAN DIEGO THORNMINT p 1 �j�G� �/�ILY � tip MULCH 10 LBS /ACRE - LOTUS CORNICULATUS (INOCULATE) ORCUTT'S GOLDENBUSH -� 2 LBS /ACRE - LUPINUS SUCCUIJWMS (INOCULATE) pONYFOOT — 1'iN•CrR 1 LS /ACRE - MIMULUS PUNICEUS 3 LBS /ACRE - VIGUIERA LACINIATA IN ADDITION, A FINAL REPORT ON THE ESTABLISHMENT OF THE TRANSPLANTED MIX Ailr=. Teg _SM 32 LBS /ACRE - TOTAL SPECIMENS SHALL BE FILED WITH THE EXECUTIVE DIRECTOR OF THE COMMI- _ �I SION AND THE SAN DIEGO COUNTY DEPT. OF L-IJ -A5 i BASED UPON MONTHLY ,OBSERVATIONS BY A QUALIFIED BOTANIST AND BRIEF QUARTERLY V Nam, REPORTS PROVIDED TO T�1E SAN DIEGO COUNTY DEPT. OF >}JVIL�G}- IIr1�TaL 1'51 HYDROS SEDING SUSPENSION OR SLURRY COMPOSITION f1 A.�`T�JI� I�IVIS)O ;- rt tom' BOND IN THE E APSOUN T OF $5 000 FOR A. SEED MIXTURE AT REQUIRED RATE PER ACRE. THE APPLICANT SHALL POST A SURETY B. 1800# "CONNED" MULCHING FISSR PER A.CRX. A DURATION OF FOUR YEARS FROM THE TIME THAT THE TRANSPLANTING PROGRAM COMMENCES. THE SURETY BOND SHALL BE I A FORM AND CONTENT C. 150# /ACRE ECOLOGY CONTROL M- BINDER SOIL STABILANT. APPROVED BY THE EXECUTIVE DIRECTOR OF THE COMMI SSION AND SHALL BE / pjI►1„y,,, D. 300# ACRE 16 -6 -/ COMMERCIAL lERTILIZER. FOR THE PURPOSE OF ENSURING THE MAINTENANCE OF THE SPECIES AFTER TRANSPLANTING. - �y��... 5rn V T ST � v I � � 1 1;;p A I I`5 � ASa sPI A j� - � p t �y )/0"r`•115T 16. LANDSCAPE CONTRACTOR WHEN TRANSPLANTING EXISTING VEGETATION TO UpPF,jL CpIJbITION`� 61m THIS � � L U6M UNDISTURBED SLOPES SHALL PLACE PLANTS AT SIMILAR SOLAR ORIENTATION 13Y - ri-4r- GALI 0KWl A. C;OWT AS VEGETATION WAS GROWING IN. GoMM Isslou- �,F�.;� �N. q AS SULT ,t % �ZOUNh C Asille L.� r-Ptb A is asb DRAWHlti ' This esbWit dnwrinp has been prepared from above I, • ' , � Y� I grade sits observation of plant types, quantity and 7 q. 4�1, sI NGILL 1�M �CffS SMALL- GI: locations, irrigation head and other fixture locations p>FELQ°1�IA P`L' 18" �►.� p-icoM and types. Gillespie De Lorenzo, A.S.L.A. & C_ul'r1i•jC{S- Associates was not retained to monitor landscape 2. AlL O"t}.L• 646AGE AIrSAa 6HA4 -1. k1.E 1V1l. �4YVW instaill on an this prood and therefore underground � a�Vt► installation locations and methods are unknown. s• t 3 PRIVATE CONTRACT vfs�c M S T COUNTY OF SAN DIEGO 10 I — - GiIIWW DeLOW90, A.S�L.A .. I J35Rtl'EtiT I�IOLIG Iw.71�I�, LNEETt AS/OCICII9f, (f ICOfpOfC W landscaC,rcnrtecture LandPlammg ST tX� LA1vJ ApGII(7l7C.I" 1 .2� COUNTY - _r. 3733 5,0n �,er Son Diego California 92103 OC Q� �� ' - tJ� 795 -5115 r v I 3808 COUNTY APPROVED CHANGES BENCH MARK CALWORNIACOdIDMMTf INC+E% IN. DMnipti" AwavW by DN. „ OC 0077 1/2 STEEL PIN IN CONCRETE MBN>P BE�CRNrfION. -_ Avv.w.d R.J. Mwm.n PRECISION it;�: ? ,� A S BOIL T l e ' �T FROM INTERSECTION OF SAN MARCOS ROAD AND EL CAMINO REAL orR¢croR o" Puouo we s Z OCT 2 () 1987 A4trpk);- IL4jE.ri LOCATION: 0 .3 MILES NORTH ON EL CAM NO REAL, 4 FEET SE OF � iM MICROFILMED PP 121 5 FEET WEST OF EL CAS4BiSO REAL. I" = ci IIECBIIO FROM: COUNTY OF SAN DIEGO Gradi" ELEVATION: 174.618 BATVV: U•S•C. & G.S, FEE N9. a I llllllp� , g 1 1 /.7 �.. •� to � _ �, � \ - 1 +r"' • OWN ♦ \ ► - �w 1 .v-�' •rte•:.:,. _,' '� �. i • ` I • 1:` '. 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