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s �P GENERAL NOTES : NCHO � BAS `. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO PUBLIC STREET IMPROVEMENT PLANS _ O'`�, CUCAMONGA STANDARDS AND THE STANDARDS SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATION. F0 O 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER z METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHOWN ON THESE PIANS WITHIN THE PROJECT '�-- - RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENTS WORK IS TO BE DONE SITE a SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO CHURCH STREET THE CITY OF RANCHO CUCAMONGA. VICTORIA GARDENS 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZED HIMSELF WITH UL CE DRIVE THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACIUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACIUTIES ARE SHOWN ON THESE P LANE. CULTURAL ENTy CER DRIVE AND ARBOR LFT 4• A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 8 15� DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO SOUTH MAiN5TRE8T CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ' A 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING STAKES AMS STREET SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. II j 6• ALL SEWER, WATER ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS OR 111 1`00TIDLL BOULEVARD (KO-UR-1 66 CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. + + t t ¢ _ 7• COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING � '"' -- u- -` � � --- - - VICINITY MAP ORIGINAL GROUND AND ALL SUB-GRADES SHALL 8E PERFORMED AT NO COST TO THE CITY �- -4 T" T" � KLI© - --- --- --- --- --- -- �_._ N.T.S. OF RANCHO CUCAMONGA AND A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL .,. .� .T BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE -"" STREET CONSTRUCTION NOTES: MATERIALS AND/OR SURFACING. - NO. DESCRIPTION QUANTITY UNIT S. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THECITY � CONST. 4.5" A.C. OVER 5" A.B. 3962 S.F.. F f j o �.` `'� 2 CONST. TYPE 'A2-6' CURB PER CITY OF RANCHO CUCAMONGA STD. NO. 104 L F, ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABIUTY, - � 298 OIL CONTENT, AND GRADATION OF ASPHALT PAVING. 3 REMOVE EXISTING CURB AND GUTTER 288 L.F. 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE SUBMITTED TO I �"` i o 4 CONST. 4" THICK A.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. NO. 103 (W=6') - S.F. THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY: SIEVE AND REMOVE EXISTING A.C. PAVEMENT AND BASE 624 S.F. ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. ' � o '`� 6 GRIND EXISITNG A.C. PAVEMENT 1.5 MIN. AND OVERLAY WITH NEW A.C. PAVEMENT 5526 S.F. =` 7 CONSTRUCT A.C. A ll ,�► II ; ! I CCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102. 6 EA. f I �` 8 EXISTING STREET LIGHT TO BE REMOVED AND RELOCATED BY OTHERS PAID FOR AND COORDINATED BY DEVELOPER 1 EA. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TEST TAKEN = T" _ - ; � � ° 9 PROTECT EXISTING STREET LIGHT IN PLACE TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN APPROVAL). I t (-" I 1 L EA. NOT USED _ .• W. 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH. CONSISTS OF A ROCKY J � Tyr-T-��r-T� r--r--r--r-r--� r MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE f ! z SE S E 2 a r z 1 EXISTING STREET TREE TO REMAIN _ ABOVE THE SUS-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE I f l f - I_. r_ T -- ENHANCED PAVING PER LANDSCAPE ARCHITECT'S PLANS GRACE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. I 1 1 l T I s ; o � �_ � C I � RELOCATE EXISTING STREET TREE LUMP SUM 11i STRIPING AND SIGNING CONSTRUCTION NOTES. 12. IF THE ASPHALT CONCRETE 1S TO BE PLACED ON SUB-GRADE, A SOILS STERILANT N0. DESCRIPTION f QUANTITY UNIT REGISTERED 8Y THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE UNIFORMLY APPLIED PAVING. I 1 1 j SAND BLAST AND REMOVE CONFLICT STRIPING AND/OR PAVEMENT MARKINGS. LUMP SUM AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO Li� I I � - I " _ G - _.... .. �. � , INSTALL 12 SOLID WHITE STRIPE PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. I 583 L F. i { INSTALL DOUBLE YELLOW CENTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. 320 LF. 'a -- �- �- 0UUTURA�r,,. 0EUTE DRIV - _ r INSTALL DOUBLE YELLOW MEDIAN PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 133. 258 13. THE ESTIMATED QUANTITY FOR EACH SPECIFIC ITEM OF THE WORK DESIGNATED ON THE C"--" ---.r• - - �--------s--�=�---- F-�.__„_ LF. I °�I --- - - - -- _ -: INSTALL $" WHITE CHANNELIZING LINE PER CITY OF PLANS SHALL BE CONSIDERED AS APPROXIMATE ONLY AND NO GUARANTEE IS MADE RANCHO CUCAMONGA STD. DWG. NO. 133. 260 LF. t ' ' ''�� `' INSTALL 6" SOLID WHITE BIKE LANE PER CITY OF RANCHO CUCAMONGA STD. THAT THE QUANTITIES WHICH CAN BE DETERMINED 8Y COMPUTATIONS, BASED ON THE �f-� � � _ - - _ _ _ �� "- "` "" �` DWG. NO. 133. 12 LF. DETAILS AND DIMENSIONS SHOWN ON THE PLANS, WILL EQUAL THE ESTIMATED QUANTITIES. ' j � f � SEE H ET Z` ---- - - - - --� r � INSTALL 6" SKIP WHITE BIKE LANE PER CITY OF RANCHO CUCAMONGA STD. DWG. N0. 133. 62 LF. THE ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE m, j � __ Sig w� RELOCATE EXISITING STREET SIGNS) TO NEW LIGHT POLE (SEE SHEET 5) LUMP SUM - OF THE OWNER, THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION AND 8E W I RESPONSIBLE FOR HIS OWN CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM INSTALL TYPE IV LEFT ARROW PER CALTRANS STD. PLAN A24A. 4 EA.I ji �I W OF WORK, OR PORTION THEREOF, REQUIRED 8Y THESE PIANS WHICH IS NOT SPECIFICALLY II Q� INSTALL ST P 0 PAVEMENT MESSAGE PER CALTRANS STD. PLAN A24D. 4 EA. INSTALL SIGN POST PER CIN OF RANCHO CUCAMONGA STD DWG. N0. 401-8 LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHERf I ' 4 INSTALL SIGN(S) AS NOTED PER CITY OF RANCHO CUCAMONGA STD. 8 ITEMS OF WORK. j EXISTING SIGN(S) AS NOTED AND POST 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD PLAN NUMBER 401-A RELOCATE y j f PAVEMENT MES 3 INSTALL E SAGE PER CALTRANS STD AND 401-B SHALL 8E CONSTRUCTED AT EACH INTERSECTION. � � �� . PLAN A24D. 2 NOTE: 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR f" I 1 .�.�' QUANTITIES SHOWN HEREON ARE FOR PERMIT ANO/OR BONDING PURPOSES ONLY AND SHALL NOT BE THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON USED FOR BIDDING. CONTRACTOR SHALL DETERMINE HIS OWN QUANTITIES AND 810 A COMPLETE JOB. REQUEST THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER'S NOTICE TO CONTRACTOR : INDEX MAP ENGINEER FOR APPROVAL. 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SCALE: 1 =120' 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN, HAZARD FREE, ORDERLY JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL 61 STATE, THROUGHOUTCONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE CITY PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE INSPECTOR. LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIT=Y AND o HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY AND ALL LIABIUTY, REAL OR y ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING INDEX z 17, CONTACT ALL UTIUTY COMPANIES AS REQUIRED 2 WORKING DAYS PRIOR TO EXCAVATION. FOR LIA8IUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: STREET IMPROVEMENTS TITLE SHEET SHEET 1 U 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE OWNER, BY PLANS AND PROFILES SHEET 2 g A. CUCAMONGA VALLEY WATER DISTRICT TELEPHONE: (909) 987-2591 ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS HEREON, AGREES TO _ ASSUME LIABILITY AND TO HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING STRIPING AND SIGNING PLANS SHEET 3 0 10440 ASHFORD STREET, FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURE NOT REPORTED OR a IN-ROADWAY WARNING LIGHT TITLE SHEET SHEET 4 RANCHO CUCAMONGA, CA 91730-0838 INDICATED ON PUBLIC RECORDS, OR THOSE CONSTRUCTED AT VARIANCE WITH REPORTED OR CONSTRUCTION NOTES FOR STREET TREES 1N-ROADWAY WARNING LIGHT PLAN SHEET 5 RECORDED LOCATIONS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY 1. ALL STREET TREES ARE TO BE PLANTED IN ACCORDANCE WITH IN-ROADWAY WARNING LIGHT SPECIAL PROVISIONS SHEET 8 B. SOUTHERN CALIFORNIA EDISON TELEPHONE: (909) 352-6240 MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND ANY OTHERS FOUND AT 7951 REDWOOD AVENUE THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF CIN STANDARD PLANS. N FONTANA, CA 92336 ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR AGRONOMIC SOILS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES C. SOUTHERN CALIFORNIA GAS COMPANY TELEPHONE: (800) 427-2200 RES. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST MAY REQUIRE BACKFILL 501E AMENDMENTS. AS DETERMINED BY OWNER / DEVELOPER GEOTECHNICAL 1 216 N. EUCLID AVENUE TELEPHONE: (800) 427-2000 COMM. BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. THE CITY INSPECTOR. C L ENGINEER . o ONTARIO, CA 91762 4. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS-CEMENT WATER SHEA HOMES LP PACIFIC SOILS ENGINEERING I PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD CONNECTED 3. ALL STREET TREES ARE SUBJECT TO INSPECTION AND 1250 CORONA POINTE COURT ' NC WITH SUCH PRODUCTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT IS AT THE ACCEPTANCE BY THE ENGINEERING DIVISION. 710 E. PARKRIDGE AVE., STE. 105 D. GENERAL TELEPHONE TELEPHONE: (800) 483-3000 SUITE 600 CORONA, CA. 92879 0 585-A NORTH MOUNTAIN AVENUE DIRECTION OF THE JURISDICTIONAL AGENCY. THE CONTRACTOR SHALL ASSUME ALL 4. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT CORONA, CA 92879 UPLAND, CA 91786 RESPONSIBIUTY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS PLANS ONLY. TEL.-(951) 582-0170 PRODUCTS AND SHALL FOLLOW ALL O.S.H.A. AND E.P.A. GUIDELINES TO MINIMIZE HEALTH (951) 739-9709 � HAZARDS. FAX-(951) 582-0176 N E. METROPOLITAN WATER DISTRICT TELEPHONE: (909) 593-7474 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONTACT - SCOTT GRAY 700 N. MORENO AVENUE CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR TO ANY CONSTRUCTION. FUSCOE ARCHITECTS N LA VERNE, CA 91750 ENGINEERING, INC. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN McKINLEY ASSOCIATES, INC BASSENIAN--LAGONI NO. DESCRIPTION OF REVISION DATE CITY ENGINEER IN WRITING PRIOR TO IMPLEMENTATION. APPROVED 1818 1st AVE., STE. 200 2031 ORCHARD DR., STE. 100 z SAN DIEGO, CA. 92101 NEWPORT BEACH, CA. 92660-0753 CITY OF RANCHO Uj O CUCAMO NGA TEL. - (619) 238-1134 TEL.-(949) 553-9100 CONTACT - KIRK McKINLEY CONTACT - BRIAN NEVES PUBLIC STREET IMPROVEMENT PLANS FOR1-1 ko CULTURAL CENTER DRIVE AND ARBOR LANE N � BENCHMARK: 10051 ELEV.: 1300.688 EXISTING SURVEY MONUMENTATI DIG ON TRACT NO. 17487 AND 17840 DRO 2006-007 01 w SET 2" BRASS DISK IN CONC. CURB STAMPED "CITY a. OF RANCHO CUCAMONGA BM 10051 1987" AT THE I HEREBY CERTIFY THAT I HAVE-10�gTIFIED ALL SURVEY MONUMENTS OF RECORD(S) L LAN Approved NORTHWEST CORNER OF BASELWESTINE ROAD AND THAT COULD BE DISTURBED' BY THfS PROJECT. ALL SAID MONUMENTS WHICH �0�' 4By DATE AVE. AT PLACE LY MILES CATCH O3 EIN 2 FT CURRENTLY EXIST IN THE FIELD ARE ,SHOWN ON THESE PLANS AND ARE DESCRIBED �`' G N7( sG� CITY 11NGLNEER _�I/ RC z AVE. AT SOUTHERLY END OF CATCH BASIN 2 FT DIAL TOLL FREE �, 1= No. 24953 AS FOLLOWS: �. ,� >� NORTH OF CURB RETURN. xq 1, DESIGNED BY: _ .,••q RECOMM E0: -aoo-z���aaoo p�¢, BASIS OF BEARING: AT LEAST TWO DAYS NONE ^� a `� "✓ C94 GRR " FUSCOE ik No. 5137 * ' o THE BEARING SHOWN HEREON BASED ON BEFORE YOU DIQ I � ,�_ aP. a-3o-o7 �. �. DRAWN BY: ���, SHEET THE CENTER LINE OF CULTURAL CENTER DR. �� .c x ::�•�• �'Yl � �� � GRR ■ ■ ■ 1 ■ ■ ■ ■ 1 ■ • '� V SHOWN ASN 89'55'01" W ° _� .,�• F Of SFU � 10390 Commeru Corder Drive Suite OF UNDERGROUND SERVICE ALERT •r� � CAL .200 DATED ����("' t, l�•• CHECKED 9Y: Rancho Cucamonga,California 91930 OF SOUTHERN CALIFORNIA tel 909.581.0616• fax 909.581.0696 DRAWING NO. ALAN C. HILLWIG LS 5137 w,wwfuscoecom Job Number.. 245.0701 Data January 24, 2007 C;1 1 L40 � � I . I I � I I . . I I I � ; � ; � ; ! I ! ; ! : . : 4 1 1 � I � z I : I I � I . . . . : . I ; . � I I � � I I I � I . I I � e I I � I � . I . I I . . . : : I � i I � I I I : � � I : I � I � � I I I � I � . � . � . I I I q : I . I I I I I � � � � , t I . I . ; : I I . I . I . . I I z I � I . I . � ,�� .�, - , L , , ,� ,.''. ,j 11 I .� .� I� I 0116, . 1. 1 I -" . . I . . I I . . � s I I I - 1. I . . I .1 1. ." - ' 'I -1 ........ I �. __.". '', , I I .1 1. ��..� I-- ;_ �- 1. I .. -1 I . . I 1. .. - ..I I . I � I I I . 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I 11 a ig 4Q ._:;tin_ � � �A, il __ P, _ - _ I I -11 0 1 1 / I � ff I -14) I I � w I- . � f I � \ I / ) .., .1 - *r-: ip; f') �,_�, )tq - 11 . 1* -A-r :4 g i I flo 1�_� _� --- *�CON TR A C TOR TO VERIFY PRIOR TO N.__--`_ MONqT AVENUE I// __!� �� q,, + (O P I- TY . , _4� i , � CONSTRUCTION LOCATION AND ELEVATIO* --' IRIVA-T� STREFT) "_� � - - - . k,11 - + , 6 , D i D rE If,, I I � I BE gROR' I _____1 -I T T I qM I : I � ANY DISCREPANCIES ARE TC i I ,.,r + �, 00 _..__1 04 TO THE ENGINEER OF REC-ORD-IMMEDIATELY 11 1 j I I z 'I 71-1 -4- I! I I 0 I" 1( 11 I , I I . T_ I I , ; 4 11 , , " , \i i I 11 b 7 1 1 1 1, T1 I I 4 __----- i � ! I I ! I� j- r- S r 04 _�Q__�A:�;W_w�� CITY I CONSTRUCTION NOTE NO. DESCRIPTION OF REVISION DATE APPROVED . I i 0 0 CONST. 4.5" A.C. OVER 5* A.B. CITY OF RANCHO CUCAMONGA "I V) I . @ CONST. TYPE 'A2-6' CURB PER C11Y OF RANCHO CUCAMONGA I I I STD. NO. 104 STREET IMPROVEMENT PLAN z w g REMOVE EX. CURB AND GUTTER I �! 0 CONST. 4" THICK A.C. SIDEWALK PER CITY OF RANCHO CUCAMONGA CULTURAL CENTER DRIVE AND ARBOR LANE ? NEW 4.15w A.C. OVER 5' A.B. STD. NO. 103 (W PER PLANS) I ", @ SAWCUT AND REMOVE EX. A.C. PAVEMENT AND 13ASE VICTORIA 01ARDENS r, 0 1-1 GRIND EX. A.C. PAVEMENT 1.5' MIN. AND OVERLAY WITH NEW A.C. PAVEMENT. in @ GRIND EXIST. A.C. PAVEMENT 1.5- MIN. AND OVERLAY WITH NEW A.C. PAVEMENT. �* . I TRACT NO. 17487 & 17840 1 1 N BENCHMARK: 10051 ELEV.: 1300.686 ' I @ CONSTRUCT CONCRETE ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STANDARD PLAN 102. - . . 4 " Ea 111 SAWCUT AND REMOVE EX. SECTION, INSTA BY OTHERS (PAID FOR AND COORDINATED BY DEVELOPER) Approved By : DATE: 0-9 5 7/0 7 - w SET 2' BRASS DISK IN CONC. CURB STAMPED *CITY U_ LL NEW 4.5* A.C. OVER 5n A.B. @ EXISTING STREET LIGHT TO 13 ' q ITY ENGINEER Zf A '01ha. z"I 3 OF RANCHO CUCAMONGA BM 10051 1987" AT THE D'I A` A L E 17' , I ( RCE NO. ' '249�3 @ PROTECT EXISTING STREET LIGHT IN PLACE � - I I "'- DESIGNED BY: ._- a- NORTHWEST CORNER OF BASELINE ROAD AND . RECOMM '% : -` SWANSON PLACE 0.25 MILES WEST OF ETIWANDA 1, . I 2 AVE. AT SOUTHERLY END OF CATCH BASIN 2 FT GRR P N. NORTH OF CURB RETURN. 1-800-227-2600 . 0 EXISTING STREET TREE TO REMAIN oin* DRAWN BY: FUSCOE SHEET . I 0, 1i I Ilk I . @ ENHANCED PAVING PER LANDSCAPE ARCHITECT'S PLANS Y ,_ E*LI/ /81 I . I- 'N","M7 �p V If/ ��i_* ��11 1�1' ____.� � AiA I-- -1 elau 0 � 4�,_ T _f a 11 I :) 2 OF 6 0 BASIS OF BEARING: AT LEAST TWO DAYS �Ill, o THE BEARING SHOWN HEREON BASED ON BEFORE YOU 010 @ RELOCATE EXISTING STREET TREE FROM PROPOSED WALKWAY (5' FROM EXISTING LOCATION AS SHOWN) GRR Commerce Center Drive,Suife 200 - - 11 - Rancho Cucamonga,California 91 730 DRAWING NO. :c THE CENTER LINE OF CULTURAL CENTER DR. OF Caut KED 13Y: fel 909.531.0676 e fox 909.581.0696 ISHOWN AS N 89*55'01" W . . www.ksmo.com Ittig UNDERGROUNO SERWCE ALERT . [: 1.4 Number. 245.0701 Datclanuuy 24, 2007 1 CP- _j X I OFSOUTHERN CALIFORNIA I r � r